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HomeMy WebLinkAboutzR-3847Set.t. • �_ - _ i • • r.. e • e . it t • • _a • �'• • t .. ♦• A 1021 i • ..:.: i .. a -• .. r t i � • - .. a ;. . ! • .. • t i • F e� r • .. r t • i � �, s .. • ♦ e • +' ♦ r"Won i • _ _ • e i e +t • • ♦ Mir0 A v -a IF k;�� -M.&I MAW k -Its i _ e � • e r i • .• i - • ♦ r s • ♦ r 11 • �► r© • r ♦. • • • • r • ♦ i rv v i �' • ♦ = • r r • ♦ • • r moi.. ..MEN $ ' ,. i. :. - _ ....► .'_� _._. 1W v • .: r • AAvvWAl iS Crdw' 01 F t 9i°' •i�l�iil .IOt��i�i'i A. WW 17 If V' Will ell 1p 01 O.A one 1W V Hill if 1111111111 111111i fill _ • - _ ,& A III I Hill 11111 11 ill I i .r ,:. • .. 11111 mill r. eve OIL A-1 - as e S Ole • ♦ ♦ : • r r - Pei" 10 2A 04 �s • � • - • • • r t • ,� :. r = .ii�;, ,ate L3 ow I `1fill 11111 11 491111111.,© ♦ rk_ 4 1111 fill fill -2111 i lkv&JIM 1jr III Wil Hill 7 T fill i ! i t • ♦ 71 MHill • w • ! ! !i !i r1 ! ' • '■i ..L ._.AL • • • • ;�1 , • �� b� 11 fill 111111 11111 1 - - • 111' !. it :' 1 � � �- " •"1 1111 .'1111 • • �"''~` % — m s ' •"1 / 1 •"! : •1111 :111 i / �� v rt � ro N M LM mm o 000 N Lo m E 0 0 0 cp 0 M to i cp C N W) c 00 (A (A to oto m BIB'S OF BEArRO CS: BASIS OF BEARINGS FOR THIS SURVEY IS NAD 83/91, PER CITY OF RENTON. CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR POSITION AND A LINE BETWEEN SAID CONTROL POINT NO. 1864 AND 593 WAS HELD FOR ROTATION, BEING SOUTH 40' 13'04" WEST. VERTICAL DATUM: VERTICAL DATUM FOR THIS PROJECT IS NAVD88 PER CITY OF RENTON. CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) CONVERSION FORMULA: NGVD 29= NAVD88-3.543' GW'SS LOT AREA: WEST LOT AREA = 612,550± S.F. (14.06± ACRES) EAST LOT AREA = 650,330± S.F. (14.93± ACRES) TOTAL AREA = 1262880± S.F. (28.99± ACRES) DATE OF SURVEY: FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED IN FEBRUARY, 2014. ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. TAX PARCEL NUMIIIIER: 362304-9113 AND 312305-9169 SITE ADDREW: 601 SW 41ST ST, RENTON, WASHINGTON, 98057 800 SW 43RD ST, RENTON, WASHINGTON, 98057 FLOOD ZONE: FIRM(FLOOD INSURMCE RATE IAP) MAP NO.53033C0978F PANEL 978 OF 1725, DATED MAY 16, 1995. THE SUBJECT PROPERTY IS IN ZONE X. ZONING (PER CITY OF RENTON): (IM) INDUSTRIAL MEDIUM. REFERENCE SUW EY: RENTON SHORT PLAT LUA99-103-SHPL20000228900001 N ern+ Sr a'u 30W ST J+ h � DIST ST t WNq $f y W VICINITY MAP (NOT -TO -SCALE) kffLjTMc_== ,V WATER, SEWER AND ROAD'S: CITY OF RENTOR! PUBLIC WORKS DEPT. 1055 SOUTH GMDY WAY, IST FLOOR RENTON, IMA 98057 (425) 430-6400 PoKR/GAS: FIRE: PUGET SOUND ENERGY 8001 SOUTH 212TH STREET KENT, WA 98032 (253) 395-7065 CENTURY LINK 23315 66TH AVE S. KENT, WA 98032 (253) 372-5361 RENTON FIRE A EMERGENCY SES 1055 S. GRADY WAY RENTON. WA 98057 (425) 430-70M V �;AUA'40ij GREENBERG FARROW 3 EXECUTIVE DRIVE, SUITE 150, SOMERSET, NJ 08873 D 732.584.3961 C 908.625.9195 T 732.537.0811 X8274 CONTACT: ROBERT J WARSHEFSKi JR. AIA, NCARS, SENIOR ASSOCIATE EMAIL: WARSHEFSKWWAEENBERGFARROW.COM 5"IMR BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72NO AVE. SOUTH KENT, WA 98032 (425) 251-6222 FAX (425) 251-8782 CONTACT: JAY GRLM, P.E. EMAIL: JGRUBB/BARGHAUSEN.COM 14W ARCHff ECT BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 (425) 251-6222 FAX (425) 251-8782 DiA7W 131! R CITY OF RENTON, NAVD 88GETY'�li'�rAl� Approved by: Me Q 12.4 Its CITYRENTON CONTROL acs. De 0.� \,j c % POINT NO. 1864 WAS FIELD Approval by: Dote q I 2tl I FOR ELEVATION, EKING 19.488 FEET (NAVD88) o"d ISo►z q•K a. "—Le�.2J� Dade 2.3 • S [:� _ _tlt BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 (425) 251-6222 FAX (425) 251-8782 CONTACT: BRIM GILLOOLY, P.L.S. IKEA POWRTY MRC S. G,Q� 420 ALAN W000 ROAD A Sy/ t9� N, PA 19428 , ,yc CONTACT: DGMT E. SLAIN CONSMt1 TM MANAW $10) i34-01ft CELL 363-540-4623 FIR 28527 �p � • N CONSULTWo ENGWERS FsSG S 1 E� �,�� 1!8215 72ND ANIEWA SOUTH KENT, /p*A L E� IMA 99032 Ct3WACT: JAY GN,lM, PE (425)251-6222 - -1 _N W jem;nr i - KA* THE PROJECT IS TO REDEVELOP THE EXISTING IKEA SITE WITH A NEW 399,178 SQUARE FOOT RETAIL STORE AND ASSOCIATED SITE MPRO+VEMENTS INCLUDING PARKMIG, SOEWALKS, LANDSCAPING, LOT LIGHTING, AND UTILITIES. THE NEW STORE WILL HOUSE A SHOWROOM, RETAIL AREA, RESTAURANT, PUBLIC SELF -SERVE WAREHOUSE SPACE, AND ASSOCIATED MON—PUBLIC WwREHOUSE SPACE. SM AM De# 0 mOPMDU EXTA: 1. Z : MEDIUM M40USTRIAL (MI) 2.Tom ; (2 PARCELS APN'S 362304-9113 & 312305-9169) 28.99 ACRES (19262,880 SO. FT.) 3. AREA OF SITE DISTt CE: 28.99 ACRES (1,262,8W SO. FT.) 4. STRUCTURES: o. GROSS FLOOR AREA, EXISTING: IKEA RETAIL CENTER: 3979972 SQ. FT. b. GROSS FLOOR AREA, PROPOSED; IKEA RETAIL CENTER: 399,178 SQ. FT. IKEA RETAIL CENTER, FUTURE EXPAM N NORTH. 209000 SQ. FT. IKEA RETAIL CENTER, F 259000 SO. FT. TOTAL FLOOR AREA PROPOSED WIFLJ„ T EXP&NSM: 444,178 SQ. FT. / 1,262,804 SO. FT. = 35% OR FAR = .352 c. NET FLOOR AREA, PROPOSED: IKEA RETAIL CENTER: 399,178 SO. FT. IKEA RETAIL CENTER: PiKNPOSED WZFUTURE EXEANSM: 444,178 SQ. FT MAX SITE COVERAGE: NO REQUIREMENT 5. PARKIING CALCULATIONS: o. PARKING, : BIG BOX RETAIL — 2.5 PARKING STALLS PER 19000 SQUARE FE NET FLOOR AREA b. 444,178 NET SO. FT. W/FUTURE EXPANSION/ 1000 SQ. FT.) * 2.5 = 998 STALLS REQUIRED c. (399,178 NET SQ. FT. / 1000 SQ. FT.) * 2.5 = 967 STALLS REQUIRED d. PARKING, 1,352 STALLS e. PARKING, : 1,578 STALLS (NO MORE THAN 1,508 STALLS AFTER FUTURE EXPANSION) f. BICYCLE PARKMNG AT 10% OF REQUIRED AUTO PARKING = 967 * .10 = 97 BICYCLE STALLS g. BICYCLE STALLS PROVIDED = 54 6. BUILDM�G SETBACK: v. SETBACK, FRONT YARD ALONG OTHER ST T: 15 FEET b. SETBACK, Fes: 0 FEET c. SETBACK, SIDE YARD ALONG PfO CIPLE ARTERIAL STREET: 20 FEET d. SETBACK, SIDE YARD ALONG OTHER STREET: 15 FEET 7. LOT COVERAGE: 8. o. TOTAL NEW IMPERVIOUS SURFACE. 1,093,074 SO. FT. BUN -DING ROOF/CANOPY: 287,950 SO. FT. HARDSC•APE: 7909974 SQ. FT. WETPOND BELOW STATIC: 141150 SO. FT. b. TOTAL NEW PERVIOUS SURFACE: 169,806 SO. FT. INTERIOR: Cl 9,940 SQ. FT. PERI ETER: 28,244 SQ. LANDSCAPING, RAIN GARDEN: 12.650 SQ. FT. WET POND: 9013 SQ. FT. (AREA ADM STATIC WATER SURFACE EL. 19) c. EXISTING PERY1 US SURFACE: 88,440 SO. FT. c. EXISTING MiAPERVIOUS SURFACE: 1,174,813.2 SO. FT. d. NET CHANGE IN MrIPERVIOUS SURFACE (o—c = CHANGE) — 81,739 Std. FT. (-1.87 AC) LESS AREA v. REOURED LANDSCAPING. : 35 SQ. FT. PER PARKING SPACE _ 58,310 SO. FT. b. PROVIDED LANDSCAPING, 969817 SQ. FT. + (RAIN GARDEN) 35,732 SQ. FT. = 132,549 SO. FT. c. REOURED LANDSCAPING, : 10 FOOT STREET FRONTAGE SETBACK d. PROVIDED LANDSCAPING, PETER: 10 FOOT STREET FRONTAGE SETBACK, (28244 SQ. FT.) 9. BUILDING HEIGHT: o. MAXIIMW HEIGHT: DRONE b. PROPOSED HEIGHT: 48 FEET ami to .. ��• Aft dM:.A Aft � •► It 1 T D S Z r z Z 0r c 03 = rn z m A -z m M -4 x CSD C � 00 o > 4�1Z r�r�r�n 44 rt � ro N M LM mm o 000 N Lo m E 0 0 0 cp 0 M to i cp C N W) c 00 (A (A to oto m BIB'S OF BEArRO CS: BASIS OF BEARINGS FOR THIS SURVEY IS NAD 83/91, PER CITY OF RENTON. CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR POSITION AND A LINE BETWEEN SAID CONTROL POINT NO. 1864 AND 593 WAS HELD FOR ROTATION, BEING SOUTH 40' 13'04" WEST. VERTICAL DATUM: VERTICAL DATUM FOR THIS PROJECT IS NAVD88 PER CITY OF RENTON. CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) CONVERSION FORMULA: NGVD 29= NAVD88-3.543' GW'SS LOT AREA: WEST LOT AREA = 612,550± S.F. (14.06± ACRES) EAST LOT AREA = 650,330± S.F. (14.93± ACRES) TOTAL AREA = 1262880± S.F. (28.99± ACRES) DATE OF SURVEY: FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED IN FEBRUARY, 2014. ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. TAX PARCEL NUMIIIIER: 362304-9113 AND 312305-9169 SITE ADDREW: 601 SW 41ST ST, RENTON, WASHINGTON, 98057 800 SW 43RD ST, RENTON, WASHINGTON, 98057 FLOOD ZONE: FIRM(FLOOD INSURMCE RATE IAP) MAP NO.53033C0978F PANEL 978 OF 1725, DATED MAY 16, 1995. THE SUBJECT PROPERTY IS IN ZONE X. ZONING (PER CITY OF RENTON): (IM) INDUSTRIAL MEDIUM. REFERENCE SUW EY: RENTON SHORT PLAT LUA99-103-SHPL20000228900001 N ern+ Sr a'u 30W ST J+ h � DIST ST t WNq $f y W VICINITY MAP (NOT -TO -SCALE) kffLjTMc_== ,V WATER, SEWER AND ROAD'S: CITY OF RENTOR! PUBLIC WORKS DEPT. 1055 SOUTH GMDY WAY, IST FLOOR RENTON, IMA 98057 (425) 430-6400 PoKR/GAS: FIRE: PUGET SOUND ENERGY 8001 SOUTH 212TH STREET KENT, WA 98032 (253) 395-7065 CENTURY LINK 23315 66TH AVE S. KENT, WA 98032 (253) 372-5361 RENTON FIRE A EMERGENCY SES 1055 S. GRADY WAY RENTON. WA 98057 (425) 430-70M V �;AUA'40ij GREENBERG FARROW 3 EXECUTIVE DRIVE, SUITE 150, SOMERSET, NJ 08873 D 732.584.3961 C 908.625.9195 T 732.537.0811 X8274 CONTACT: ROBERT J WARSHEFSKi JR. AIA, NCARS, SENIOR ASSOCIATE EMAIL: WARSHEFSKWWAEENBERGFARROW.COM 5"IMR BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72NO AVE. SOUTH KENT, WA 98032 (425) 251-6222 FAX (425) 251-8782 CONTACT: JAY GRLM, P.E. EMAIL: JGRUBB/BARGHAUSEN.COM 14W ARCHff ECT BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 (425) 251-6222 FAX (425) 251-8782 DiA7W 131! R CITY OF RENTON, NAVD 88GETY'�li'�rAl� Approved by: Me Q 12.4 Its CITYRENTON CONTROL acs. De 0.� \,j c % POINT NO. 1864 WAS FIELD Approval by: Dote q I 2tl I FOR ELEVATION, EKING 19.488 FEET (NAVD88) o"d ISo►z q•K a. "—Le�.2J� Dade 2.3 • S [:� _ _tlt BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 (425) 251-6222 FAX (425) 251-8782 CONTACT: BRIM GILLOOLY, P.L.S. IKEA POWRTY MRC S. G,Q� 420 ALAN W000 ROAD A Sy/ t9� N, PA 19428 , ,yc CONTACT: DGMT E. SLAIN CONSMt1 TM MANAW $10) i34-01ft CELL 363-540-4623 FIR 28527 �p � • N CONSULTWo ENGWERS FsSG S 1 E� �,�� 1!8215 72ND ANIEWA SOUTH KENT, /p*A L E� IMA 99032 Ct3WACT: JAY GN,lM, PE (425)251-6222 - -1 _N W jem;nr i - KA* THE PROJECT IS TO REDEVELOP THE EXISTING IKEA SITE WITH A NEW 399,178 SQUARE FOOT RETAIL STORE AND ASSOCIATED SITE MPRO+VEMENTS INCLUDING PARKMIG, SOEWALKS, LANDSCAPING, LOT LIGHTING, AND UTILITIES. THE NEW STORE WILL HOUSE A SHOWROOM, RETAIL AREA, RESTAURANT, PUBLIC SELF -SERVE WAREHOUSE SPACE, AND ASSOCIATED MON—PUBLIC WwREHOUSE SPACE. SM AM De# 0 mOPMDU EXTA: 1. Z : MEDIUM M40USTRIAL (MI) 2.Tom ; (2 PARCELS APN'S 362304-9113 & 312305-9169) 28.99 ACRES (19262,880 SO. FT.) 3. AREA OF SITE DISTt CE: 28.99 ACRES (1,262,8W SO. FT.) 4. STRUCTURES: o. GROSS FLOOR AREA, EXISTING: IKEA RETAIL CENTER: 3979972 SQ. FT. b. GROSS FLOOR AREA, PROPOSED; IKEA RETAIL CENTER: 399,178 SQ. FT. IKEA RETAIL CENTER, FUTURE EXPAM N NORTH. 209000 SQ. FT. IKEA RETAIL CENTER, F 259000 SO. FT. TOTAL FLOOR AREA PROPOSED WIFLJ„ T EXP&NSM: 444,178 SQ. FT. / 1,262,804 SO. FT. = 35% OR FAR = .352 c. NET FLOOR AREA, PROPOSED: IKEA RETAIL CENTER: 399,178 SO. FT. IKEA RETAIL CENTER: PiKNPOSED WZFUTURE EXEANSM: 444,178 SQ. FT MAX SITE COVERAGE: NO REQUIREMENT 5. PARKIING CALCULATIONS: o. PARKING, : BIG BOX RETAIL — 2.5 PARKING STALLS PER 19000 SQUARE FE NET FLOOR AREA b. 444,178 NET SO. FT. W/FUTURE EXPANSION/ 1000 SQ. FT.) * 2.5 = 998 STALLS REQUIRED c. (399,178 NET SQ. FT. / 1000 SQ. FT.) * 2.5 = 967 STALLS REQUIRED d. PARKING, 1,352 STALLS e. PARKING, : 1,578 STALLS (NO MORE THAN 1,508 STALLS AFTER FUTURE EXPANSION) f. BICYCLE PARKMNG AT 10% OF REQUIRED AUTO PARKING = 967 * .10 = 97 BICYCLE STALLS g. BICYCLE STALLS PROVIDED = 54 6. BUILDM�G SETBACK: v. SETBACK, FRONT YARD ALONG OTHER ST T: 15 FEET b. SETBACK, Fes: 0 FEET c. SETBACK, SIDE YARD ALONG PfO CIPLE ARTERIAL STREET: 20 FEET d. SETBACK, SIDE YARD ALONG OTHER STREET: 15 FEET 7. LOT COVERAGE: 8. o. TOTAL NEW IMPERVIOUS SURFACE. 1,093,074 SO. FT. BUN -DING ROOF/CANOPY: 287,950 SO. FT. HARDSC•APE: 7909974 SQ. FT. WETPOND BELOW STATIC: 141150 SO. FT. b. TOTAL NEW PERVIOUS SURFACE: 169,806 SO. FT. INTERIOR: Cl 9,940 SQ. FT. PERI ETER: 28,244 SQ. LANDSCAPING, RAIN GARDEN: 12.650 SQ. FT. WET POND: 9013 SQ. FT. (AREA ADM STATIC WATER SURFACE EL. 19) c. EXISTING PERY1 US SURFACE: 88,440 SO. FT. c. EXISTING MiAPERVIOUS SURFACE: 1,174,813.2 SO. FT. d. NET CHANGE IN MrIPERVIOUS SURFACE (o—c = CHANGE) — 81,739 Std. FT. (-1.87 AC) LESS AREA v. REOURED LANDSCAPING. : 35 SQ. FT. PER PARKING SPACE _ 58,310 SO. FT. b. PROVIDED LANDSCAPING, 969817 SQ. FT. + (RAIN GARDEN) 35,732 SQ. FT. = 132,549 SO. FT. c. REOURED LANDSCAPING, : 10 FOOT STREET FRONTAGE SETBACK d. PROVIDED LANDSCAPING, PETER: 10 FOOT STREET FRONTAGE SETBACK, (28244 SQ. FT.) 9. BUILDING HEIGHT: o. MAXIIMW HEIGHT: DRONE b. PROPOSED HEIGHT: 48 FEET ami to .. ��• Aft dM:.A Aft � •► It 1 T D S Z r z Z 0r c 03 = rn z m A -z m M -4 x CSD C � 00 o > 0 z G) z c 3 ImM 11 �a +� a -4 x CSD C � 00 o Q 4�1Z 44 0 Fm 0��lhlllLjmmm CL v a a 0 L 3 U Lo Z V- D J ~� Q w mw6m a V) W Fm 0��lhlllLjmmm CL v a a � L 3 U Approved by: Z Approved by: Dote ~� a '11� w 0 ._ m 0 a p+ C 4 c v a 9 ®0EPA • ,. • .. .. J W W < W {{ya o 0 0 W W Y V J m a c" .0 a� N K? poto o W> co �NM n m Z 0 w 1. THE APPLICANT SHALL COMPLY WITH THE TWO MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED SEPTEMBER S. 2014. 2. THE APPLICANT SHALL BE REQUIRED TO PROYCE ON-SITE LANDSCAPE BUFFERS ALONG THE PERIMETER OF THE SITE ADJACENT TO SW 43RD ST TO A MOO" WIDTH OF 20 FEET TO ACCOMMODATE A VARIETY OF VEGETATION. LANDSCAPING ALONG LIND AVE SW SHOULD CONTINUE THE LANDSCAPE WIDTH OF 30 -FEET USED ON NEIGHBORING SITES ALONG LIND AVE SW. ADDITIONALLY, ALL PE TER PARKING LOT LANDSCAPING SHALL BE REVISE TO INCLUDE THE FOLLOWING: TREES PUNTED AN AVERAGE MOWUM RATE OF ONE TREE PER 30 LINEAL FEET OF STREET FRONTAGE; SHRUBS PLANTED AT THE IAINMUM RATE OF ONE PER 20 SERE FEET OF LANDSCAPED AREA; GROUND COVER IN SUFFICIENT QUANTITIES TO PROVIDE AT LEAST 9OX COVERAGE OF THE LANDSCAPED AREA WITHIN 3 YEARS OF INSTALLATION; AND THE USE OF BERMS A MINIMUM OF 3 FEET IN HEIGHT. EXISTING HEALTHY MATURE TREES WHICH ARE LOCATED WITHIN PERIMETER LANDSCAPE BUFFERS SHALL BE MAINTAINED TO THE MAXA" EXTENT POSSIBLE AND PROTECTED DURING CONSTRUCTION UNLESS DETERMINED BY AN ARBORIST THAT SUCH TREE IS DEAD, DISEASED, OR DANGEROUS. A REVISED LANDSCAPE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 3. THE APPLICMT SHALL PROVIDE SCREENING DETAIL FOR ROOF -TOP EQUIPMENT CONSISTING OF CLERESTORIES, PARAPETS, WALLS, OR OTHER SIMILAR SOLID, NONN-REFLECTIVE BARRIERS OR ENCLOSURES. THE ROOF -TOP SCREENING DETAIL SHALL BE PROVIDED TO, AND APPROVED BY, THE CURRENT PLAN" PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 4. THE APPLICANT SHALL REVISE THE SITE PLAN TO REFLECT A PARKING AREA WHICH OPERATES AT NO LESS THAN 9OX OF CAPACITY, OR NO MORE THAN 1,508 PARKING STALLS. THE REVISED SITE PLAN SHALL BE SUBMITTED TO, AND APPROVED, BY THE CURRENT PLANNINNG PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 5. THE APPLICANT SHALL BE REQUIRED TO PROVIDE A DETAILED INTERIM PARKING PUN ALONG WITH EXECUTED OFF-SITE PARKING AGREEMENTS PRIOR TO CONSTRICTION PERMIT OR DEMOLITHONV PERMIT APPROVAL WHICHEVER COMES FIRST. THE DETAILED INTERIM PARKING PLAN SHALL DEMONSTRATE, TO THE SATISFACTION OF THE CURRENT PLANNING PROJECT MANAGER THAT A SUFFICIENT NUMBER OF PARKING STALLS ARE PROII)ED ON AND/OIC OFF SITE AS TO NOT CAUSE ADVERSE IMPACTS ON SURROUNDING PROPERTIES DURING CONSTRUCTION. 6. THE APPLICANT SHALL BE REQUIRED TO SUBMIT A REMISED SITE PUN DEPICTING THE REARRANGEMENT OF THE SITE IMPROVEMENTS WHICH COMPLY WITH RMC 4-4-080 FOR PARKING STALL AND DRIVE AISLE DIMENSIONS ALONG WITH THE RETENTION OF A 20 -FOOT AND 15.5 FOOT LANDSCAPING PERIMETER ALONG SW 43RD ST AND SW 41 ST ST RESPECTIVELY. THE REVISED SITE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNINNNG PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 7. THE APPLICANT SHALL BE REQUIRED TO SUBMIT SCREE IWiNG DETAIL FOR THE REFUSE AND RECYCLABLE DEPOSIT AREA PRIOR TO BUILDING PERMIT APPROVAL. 8. THE APPLICANT SHALL BE REQUIRED TO OBTAIN AND RECORD THE ACTUAL ELEVATION (IN RELATION TO MEAN SEA LEVEL) OF THE LOWEST FLOOR FOR THE NEW STRUCTURE. A FLOOD ELEVATION CERTIFICATE SHALL BE SUBMITTED BY THE APPLICANT TO THE CURRENT PROJECT MANAGER PRIOR TO THE BUlLDMiG'S FINISHED FLOOR CONSTRUCTION. THE FINISHED FLOOR ELEVATION WOULD BE REQUIED TO BE VERIFIED BY A PRE -CONSTRUCTION ELEVATION CERTIFICATE AT THE TIME OF CONSTRUCTION OF A SUBSTANTIAL STRUCTURAL ELEMENT OF THE FINISHED FLOOR (I.E., FOUNDATION FORM FOR THE CONCRETE FLOOR). AN AS -BUILT ELEVATION CERTIFICATE WOULD 13E REQUIRED TO BE PROVIDED PRIOR TO ISSUANCE OF FINAL OCCUPANCY. 9. THE APPLICANT SHALL BE REQUIRED TO PROVIDE A LIGHTING PLAN, COMPLIANT WITH RMC 4-4-075, W141CH WILL ADEQUATELY PROVIDE FOR PUBLIC SAFETY WITHOUT CASTING EXCESSIVE GLARE ON ADJACENT PROPERTIES AT THE TIME OF BUILD PERMIT. THE LIGHTING PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 10. THE APPLICANT SHALL SUBMIT A LIGHTING PLAN WHICH INCLUDES OR iAMENTAL LIGHTING WITHIN THE VICINITY OF THE PRIMARY ENTRANCE AND BICYCLE PARKING IN ORDER TO ADEQUATELY ILLUMINATE THE AREA FOR PEDESTRIANS AND BICYCLISTS. THE LIGHTING PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLA~ PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 11. THE APPLICANT SHALL PROVIDE IRON - ROD FENCING IN PLACE OF CHAIN LINK FENCING AROUND THE PETER OF THE PROPOSED DETENTION POND. A FENCING DETAIL PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO UTILITY CONSTRUCTION PERMIT APPROVAL. 12. THE APPLICANT SHALL BE REQUIRED TO PROVIDE AN ADDITIONAL PEDESTRIAN CONNECTION DIRECTLY FROM THE PROPOSED ENTRANCE TO THE SW 43RD ST SCEWALK. ADDITIONALLY, ALL DES04ATED PEDESTRIAN AREA SHALL BE DIFFERENTIATED, IN MATERIAL, FROM DRIVE AISLES. A REMISED SITE PIAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 13. THE APPLICANT SHALL BE REQUIRED TO DEMONSTRATE COMPLIANCE WITH THE BLANKET ADJUSTMENT AMERICAST FILTERRA MEMO, DATED JUNE 269 2014 (EXHIBIT 10), PRIOR TO UTILITY CONSTRUCTION PERMIT IN ORDER TO PROVIDE WATER QUALITY TREATMENT USING THE PROPOSED FI.TERRA UNIT. 14. THE APPLICANT SHALL BE REQUIRED TO PROVIDE A 5.5 FOOT MADE DEDICATION (SUBJECT TO A SURVEY) ALONG SW 41ST ST FOR THE ALLOWANCE OF EXISTING IMPROVEMENTS TO REMAIN AS THEY ARE. THE APPLICANT SHALL BE REQUIRED TO PROVIDE STREET LIGHTING ON ALL STREET FRONTAGES ACCORDING THE CURRENT STREET STANDARDS AND ALL EXISTING TREES WITHIN THE PLANTER STRIP SHALL BE MAINTAINED TO THE MAXIMUM EXTENT POSSIBLE. 15. THE APPLICANT SHALL BE REQUIRED TO PROVIDE IMPROVEMENTS BACK OF EXISTING SW 43 RD ST CURB TO INCLUDE: 8 -FOOT IMIDE LANDSCAPE PUNTER, 8 -FOOT WIDE SIDEWALK, AND 1 FOOT BACK OF SIDEWALK (SUBJECT TO SURVEY). THE APPL CANT SHIAL L BE REQUIRED TO PROVIDE STREET LIGHTING ON ALL STREET FRONTAGES ACCORDING THE CURRENT STREET STANDARDS AND ALL EXISTHNNG TREES WITHIN THE PLANTER STRIP SHALL BE MANNTAI ED TO THE MAXIMUM EXTENT POSSIBLE. 16. THE APPLICANT SHALL BE REQUIRED TO PROVIDE A 5.5 FOOT MADE DEDICATION (SUBJECT TO A SURVEY) ALONG LIND AVE SW FOR SUFFICIENT ENOUGH WIDTH TO ACCOMMODATE THE CODE REQUIRED IMPROVEMENTS BACK OF EXISTING CURB TO INCLUDE: 8 -FOOT WOE LANDSCAPE PUNTER, 8 -FOOT WIDE SIDEWALK, AND 1 FOOT BACK OF SIDEWALK (SUBJECT TO SURVEY). THE APPLICANT SHALL BE REQUIRED TO PROVIDE STREET LIGHTING ON ALL STREET FRONTAGES ACCORDING THE CURRENT STREET STANDARDS AND ALL EXISTING TREES WITHIN THE PLANTER STRIP SHALL BE MAINTAINED NTANNED TO THE MAX*" EXTENT POSSIBLE. 17. THE APPLICANT SHALL BE REQUIRED TO PROVIDE A TRAFFIC IMPACT FEE AT A RATE OF $1.30 PER SQUARE FOOT OF NEW DEVELOPMENT TO BE APPLIED TO THE DIFFERENCE IN SQUARE FOOTAGE BETWEEN THE FUTURE BUILDING AND THE EXISTING 397,972 SQUARE FOOT BUILDING. THE FEE SHALL BE PAID AT THE TIME OF EKJILD04G PERMIT ISSUANCE AND IS VALID THROUGH TO THE EXPIRATION OF THE SITE PLAN APPROVAL. 18. THE APPLICANT SHALL BE REQUIRED TO SUBMIT A FWL CONSTRUCTION MITIGATION PUN WITH MEASURES TO REDUCE NOISE, CONTROL DUST, TRAFFIC CONTROLS, AND REDUCTIONS IN PEDESTRIAN CONFLICTS. THE FINAL CONSTRUCTION MITIGATION PLAN SHALL BE SUBMITTED TO, AND APPROVED BY THE PLAN REVIEWER, PRIOR TO DEMOLITION PERMIT OR CONSTRUCTION PERMIT APPROVAL WHICHEVER COMICS FIRST. x t MAW CITY OF RENTON, NAVD 88 � 'M , CITY OF RENTON CONTROL POINT NO. 1884 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) �S'G'4' rj�j -0o� � 28527 FSS o/siE� ���► �DAI A L?/jr4v//`r EI IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOH=EN. PA 19428 COWACT: DOWT E. SLAT+ON CONSINIICTION MMAGER P*.A^10) 934-01 ft CELL 303-50-4623 �� LAIIIIIIIIIIIINLAMhmNawro. N COMAKTMNG DOWERS 18215 72ND AVENUE SOUTH KENT, WA 91032 COWACT: JAY GIMM, PE (425)251-6222 CITY OF PE+UON MEPAI'tTMENT OW rIJ§KLIC WOliMC8 dm .■ A AMr r . + C D ' Fm 0��lhlllLjmmm TO C" STMAXfom Approved by: Dote Approved by: Dote Approved by: Dote owd Date z 0 0 �S'G'4' rj�j -0o� � 28527 FSS o/siE� ���► �DAI A L?/jr4v//`r EI IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOH=EN. PA 19428 COWACT: DOWT E. SLAT+ON CONSINIICTION MMAGER P*.A^10) 934-01 ft CELL 303-50-4623 �� LAIIIIIIIIIIIINLAMhmNawro. N COMAKTMNG DOWERS 18215 72ND AVENUE SOUTH KENT, WA 91032 COWACT: JAY GIMM, PE (425)251-6222 CITY OF PE+UON MEPAI'tTMENT OW rIJ§KLIC WOliMC8 dm .■ A AMr r . + C D ' O Z G1 Z C 3 m m H Z m � ' 46C z 0 0 Z T z cx 4 z m -� z m m m > O Z G1 Z C 3 m m H Z m � ' 46C 0 Z T 4 w*%4 Cy O L0 wj 0 U 0 Z m 0 V) W a U V) F_ 0 a 0 0 D ire woLai 0 W yVXkI V o a TV -1 1, + ;® 0'111� :lAAmR- • 1. ALL WORK AND WORK MATERIAL SMALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND DIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING BUILDMIG / /PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXMATE AND IT SHALL BE THE CONTRACTOR'S RESPONNSLITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SMALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEMS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAINING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND S"D BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMA DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY UTILITY SPECIFICATIONS. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1968 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AFRICAN DATUM 1963/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTUR13ED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STAND AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 RHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, 0R DUCTILE IRON CLASS 50, UNLESS OTHER APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, (MANHOLE TO EXTEND MINIM Mi 6 INCHES AND MAXIMUM 12 INCHES ABOVE FISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. !A; ilkk'D]V;9� 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATKNNS ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MANNTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 7. ALL RETENTION/DETENTION FACILITIES (MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTMTY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MiIxES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDMIG MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UWORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APW4A CLASS "C", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SMALL BE COMPACTED TO W41MUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSEE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SMALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING/BUILDING/PUBLIC WOKS ADMINISTRATOR. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SMALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 ITCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM( DRAINAGE SYSTEM, UNLESS AP'PROV'ED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINIUNNG LEGAL OBLIGATION AND/OR LMLITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (APA). mnCAL DAM* CITY OF RENTON, NAND 88 Approved by: CITY OF RENTON CONTROL Approved by: POINT NO 1864 WAS HELD FOR ELEVATION, BEING Approved by: 19.488 FEET (NAVD88) ovod b la: w Ali.i i7'8 1 !' f A IM mum As 1: '�� r .a�rrriarir a�.�a�a..r��rr� ':r-���__.���.. •.- .. ... ..-� �' n �S'GR� �jA S � cog 28527 �% /0 IfsjlL /NA L 006910 •, =of m Ilt wm� MM W7:i" 4 C -A a � 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVARABLE COPIES OF THE APPLICABLE GOVERNM AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK, 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEM INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHA+U EN CONSULTMNG ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BrARGHAUSEN CONSULTMNG ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. 5. INSPECTION OF BUILDING AND SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTANVE OF THE CITY OF RENTON. INSPECTION OF SOILS, SUQGRADE, PAVEMENTS TRENCH BACKFILL AND GENERAL EXCAVATION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. THE CONTRACTOR SHALL PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTMTY CONTACT THE AGENCY AND/OR UTI-ITY INSPECTION PERSON04EL AND ANY REOLARED PRE -CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE 72 HRS MIN ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF PRE -CONSTRUCTION MEETINGS. 7. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUWMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAN. TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 9. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTIES, PUBLIC AND PRIVATE, AT ALL TIMES DUNNING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL. WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PIANS 10. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS; ONE (1) SET SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS., INC., WITH RECORDS OF AS -BUILT INFORMATION AT COMPLETION OF PROJECT. 11. CONTRACTOR SHALL BE FULLY RESPONSE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY IMONLI MENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTMTY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MOI4UMENTS MAY BE OBTAMiED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEM40W AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURE., RESOURCES PUBLIC LAND SURVEY OFFICE 111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MOINUIMIENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONLIMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. IKEA PROPERTY INC 410 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DST E. SLATON CONSWWTIOM MAMA.GER P(610) &U -(N ft CELL 303 -50 -*23 BARGMMN CONSMTMiG ENGINEERS 18215 72ND AVENUE SOUTH KENT, MM 99032 COWACT: JAY GRUM, PE (425)251-6222 qpHA�j� m� �Z 0 mob• G<r�4FC EMGO%f� �.• CITY OF RENTON C>EPARTwAENT dF PI)iLIC WOFNCS ani 4m ii *Ali 141 7 W7 �- w r o Czi bid a o a W_V_V z �� z W Z J: rm a ZIll 4 16 46 m IDLo N C L0 mmm m o Q U U .0Cp N C . . ko TV -1 1, + ;® 0'111� :lAAmR- • 1. ALL WORK AND WORK MATERIAL SMALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND DIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING BUILDMIG / /PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXMATE AND IT SHALL BE THE CONTRACTOR'S RESPONNSLITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SMALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEMS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAINING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND S"D BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMA DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY UTILITY SPECIFICATIONS. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1968 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AFRICAN DATUM 1963/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTUR13ED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STAND AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 RHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, 0R DUCTILE IRON CLASS 50, UNLESS OTHER APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, (MANHOLE TO EXTEND MINIM Mi 6 INCHES AND MAXIMUM 12 INCHES ABOVE FISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. !A; ilkk'D]V;9� 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATKNNS ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MANNTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 7. ALL RETENTION/DETENTION FACILITIES (MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTMTY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MiIxES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDMIG MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UWORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APW4A CLASS "C", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SMALL BE COMPACTED TO W41MUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSEE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SMALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING/BUILDING/PUBLIC WOKS ADMINISTRATOR. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SMALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 ITCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM( DRAINAGE SYSTEM, UNLESS AP'PROV'ED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINIUNNG LEGAL OBLIGATION AND/OR LMLITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (APA). mnCAL DAM* CITY OF RENTON, NAND 88 Approved by: CITY OF RENTON CONTROL Approved by: POINT NO 1864 WAS HELD FOR ELEVATION, BEING Approved by: 19.488 FEET (NAVD88) ovod b la: w Ali.i i7'8 1 !' f A IM mum As 1: '�� r .a�rrriarir a�.�a�a..r��rr� ':r-���__.���.. •.- .. ... ..-� �' n �S'GR� �jA S � cog 28527 �% /0 IfsjlL /NA L 006910 •, =of m Ilt wm� MM W7:i" 4 C -A a � 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVARABLE COPIES OF THE APPLICABLE GOVERNM AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK, 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEM INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHA+U EN CONSULTMNG ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BrARGHAUSEN CONSULTMNG ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. 5. INSPECTION OF BUILDING AND SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTANVE OF THE CITY OF RENTON. INSPECTION OF SOILS, SUQGRADE, PAVEMENTS TRENCH BACKFILL AND GENERAL EXCAVATION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. THE CONTRACTOR SHALL PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTMTY CONTACT THE AGENCY AND/OR UTI-ITY INSPECTION PERSON04EL AND ANY REOLARED PRE -CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE 72 HRS MIN ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF PRE -CONSTRUCTION MEETINGS. 7. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUWMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAN. TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 9. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTIES, PUBLIC AND PRIVATE, AT ALL TIMES DUNNING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL. WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PIANS 10. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS; ONE (1) SET SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS., INC., WITH RECORDS OF AS -BUILT INFORMATION AT COMPLETION OF PROJECT. 11. CONTRACTOR SHALL BE FULLY RESPONSE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY IMONLI MENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTMTY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MOI4UMENTS MAY BE OBTAMiED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEM40W AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURE., RESOURCES PUBLIC LAND SURVEY OFFICE 111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MOINUIMIENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONLIMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. IKEA PROPERTY INC 410 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DST E. SLATON CONSWWTIOM MAMA.GER P(610) &U -(N ft CELL 303 -50 -*23 BARGMMN CONSMTMiG ENGINEERS 18215 72ND AVENUE SOUTH KENT, MM 99032 COWACT: JAY GRUM, PE (425)251-6222 qpHA�j� m� �Z 0 mob• G<r�4FC EMGO%f� �.• CITY OF RENTON C>EPARTwAENT dF PI)iLIC WOFNCS ani 4m ii *Ali 141 o, o� z r o Czi bid a o 00 x z �� z W Z J: rm Ln ZIll I�� m m IDLo 0 C .0Cp C . . TV -1 1, + ;® 0'111� :lAAmR- • 1. ALL WORK AND WORK MATERIAL SMALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND DIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING BUILDMIG / /PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXMATE AND IT SHALL BE THE CONTRACTOR'S RESPONNSLITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SMALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEMS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAINING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND S"D BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMA DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY UTILITY SPECIFICATIONS. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1968 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AFRICAN DATUM 1963/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTUR13ED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STAND AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 RHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, 0R DUCTILE IRON CLASS 50, UNLESS OTHER APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, (MANHOLE TO EXTEND MINIM Mi 6 INCHES AND MAXIMUM 12 INCHES ABOVE FISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. !A; ilkk'D]V;9� 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATKNNS ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MANNTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 7. ALL RETENTION/DETENTION FACILITIES (MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTMTY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MiIxES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDMIG MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UWORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APW4A CLASS "C", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SMALL BE COMPACTED TO W41MUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSEE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SMALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING/BUILDING/PUBLIC WOKS ADMINISTRATOR. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SMALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 ITCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM( DRAINAGE SYSTEM, UNLESS AP'PROV'ED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINIUNNG LEGAL OBLIGATION AND/OR LMLITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (APA). mnCAL DAM* CITY OF RENTON, NAND 88 Approved by: CITY OF RENTON CONTROL Approved by: POINT NO 1864 WAS HELD FOR ELEVATION, BEING Approved by: 19.488 FEET (NAVD88) ovod b la: w Ali.i i7'8 1 !' f A IM mum As 1: '�� r .a�rrriarir a�.�a�a..r��rr� ':r-���__.���.. •.- .. ... ..-� �' n �S'GR� �jA S � cog 28527 �% /0 IfsjlL /NA L 006910 •, =of m Ilt wm� MM W7:i" 4 C -A a � 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVARABLE COPIES OF THE APPLICABLE GOVERNM AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK, 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEM INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHA+U EN CONSULTMNG ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BrARGHAUSEN CONSULTMNG ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. 5. INSPECTION OF BUILDING AND SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTANVE OF THE CITY OF RENTON. INSPECTION OF SOILS, SUQGRADE, PAVEMENTS TRENCH BACKFILL AND GENERAL EXCAVATION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. THE CONTRACTOR SHALL PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTMTY CONTACT THE AGENCY AND/OR UTI-ITY INSPECTION PERSON04EL AND ANY REOLARED PRE -CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE 72 HRS MIN ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF PRE -CONSTRUCTION MEETINGS. 7. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUWMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAN. TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 9. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTIES, PUBLIC AND PRIVATE, AT ALL TIMES DUNNING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL. WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PIANS 10. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS; ONE (1) SET SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS., INC., WITH RECORDS OF AS -BUILT INFORMATION AT COMPLETION OF PROJECT. 11. CONTRACTOR SHALL BE FULLY RESPONSE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY IMONLI MENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTMTY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MOI4UMENTS MAY BE OBTAMiED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEM40W AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURE., RESOURCES PUBLIC LAND SURVEY OFFICE 111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MOINUIMIENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONLIMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. IKEA PROPERTY INC 410 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DST E. SLATON CONSWWTIOM MAMA.GER P(610) &U -(N ft CELL 303 -50 -*23 BARGMMN CONSMTMiG ENGINEERS 18215 72ND AVENUE SOUTH KENT, MM 99032 COWACT: JAY GRUM, PE (425)251-6222 qpHA�j� m� �Z 0 mob• G<r�4FC EMGO%f� �.• CITY OF RENTON C>EPARTwAENT dF PI)iLIC WOFNCS ani 4m ii *Ali 141 m C:: a� T)m o _ z m 0 D O a :Ez G) z c 3 m m o, o� H i r o Czi bid a 0 c x z �� z W Z J: rm ZIll I�� m m IDLo m C:: a� T)m o _ z m 0 D O a :Ez G) z c 3 m m o, o� H i r bid dor 0 w �O ' z �� z W z 4& .,4 W N W N 0 a ul cl) 3t r U w o V Z J0 cr V) w a V) W 0 GL CL Lc W 0le U W U O 3 RCP - REINFORCED CONCRETE PIPE U 3 CATCH BASIN PVC - LL w PUGET SOUND ENERGY �c J Q B.O.P. - •- 3 0 iCaL END CURS RETURN C 'c TOP OF PIPE S/W - c v a F a M J J 0 0 DUCTILE IRON PIPE W 0le U W U 0 RCP - REINFORCED CONCRETE PIPE CB - CATCH BASIN PVC - POLYVINYL CHLORIDE PIPE m PUGET SOUND ENERGY BCR - BEGIN CURB RETURN B.O.P. - BOTTOM OF PIPE Q END CURS RETURN T.O.P. - TOP OF PIPE S/W - SIDEWALK SDMAH - STORM DRAIN MANHOLE a. in r. In '- r- in r- 0 L.S. - LANDSCAPE STRIP w �[ HYDRAULIC GRADE LINE q - ROW - CENTERLINE RIGHT OF WAYTC V SANITARY SEWER CLEANOUT - o N 'w 40 to STA. _ STATION TW L0 m m a) N U U 0 L0 rn E E_ 00 00 a 0 co i co a� a� � N M M j N of V"f GA o > i 0=0 EINL-usk; CFLADNG MOTES 1. PRIOR TO THE START OF GNRADMNG, ALL EXISTING VEGETATION, DEBRIS, RUBBLE, ASPHALT PAVEMENT, ETC., SHALL BE REMOVED FROM THE SITE TO THE SATISFACTION) OF THE OWNER. STOCKPILING OF DEBRIS, AND RU ULE OTHER UNSUITABLE MATERIALS WILL NOT BE PERMITTED DURING GRADING AND UTILITY INSTALLATIONS. 2. UPON COMPLETION OF STRIPPING AND EXCAVATION AND PRIOR TO PLACEMENT OF FILL OR PAVEMENTS NEWLY EXPOSED BASE SHALL BE EVALUATED BY PRROOFAOLLED USING A LOADED DUMP TRUCK OR DRUM ROLLER OR SIMILAR EQUIPMENT AND OBSERVED BY THE GEOTECHNICAL ENGINEER. 3. ALL MATERIAL TO BE USED AS FILL (BOTH ON SITE AND IMPORTED) SHALL BE IN COMPLIANCE WITH THE RECOMMENDATIONS CONTAINED WITHIN THE SOILS REPORT. ORGANIC MATERIAL SHALL NOT BE PERMITTED IN FILLS, EXCEPT AS PERMITTED BY SOILS ENGINEER. STRUCTUf1AL. FILL SHOULD BE FREE OF ORGANIC MATTER AND NO PARTICLES LARGER THAN 4 INCHES. RECYCLED ONSITE MATERIAL. SHALL BE PROCESSED AND PLACED AS PER THE SOILS REPORT UNLESS OTHERWISE DIRECTED BY THE GEOTECHNICAL ENGINEER. ALL IMPORTED MATERIAL FOR FILLS BE SHALL BE FOR THE PURPOSES INTENDED, MEETING THE Gll"TION REQUIREMENTS CONTAINED WITHIN THE SOILS REPORT. 4. ALL "ENGINEERED FILLS" OR STRUCTURAL FILL SHALL BE C06OWTED TO A M*AMLIM OF 92 PERCENT OF THE SOILS MAXIMUNri DRY DENSITY AS DETERMINED BY ASTM TEST DESIGNATION D-1577. THE EMBANKMENTS SHALL BE CONSTRUCTED IN SUCCESSIVE HORIZONTAL LAYERS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS. UNLESS OTHERWISE DIRECTED BY THE GEOTECHNICAL ENGINEER AND/OR INDICATED IN THE SOILS REPORT. 5. IF ANY UNKNOWN SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION, THEY SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE OWNIER'S ENGINEER PRIOR TO PROCEEDING. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND/OR EXPORTING ALL MATERIAL. AS RECITED TO PROPERLY GRADE THIS SITE TO THE FINISHED ELEVAAT06 SHOWN HEREON IN ACCORDANCE WITH THE APPROVED PLANS, SPECIFICATIONS, AND THE SOILS ENGINEER'S RECOMMENDATIONS. 7. SOIL STERILIZATION (WEED KILLER) SHAWL BE APPLIED N AREAS TO BE PAVED. KEEP 2 -FOOT MINMIiIlM CLEAR OF EXISTING AND PROPOSED LANDSCAPE DSC,APE ALAS. APPLY AT MMANNUFACTURER'S RECOMMENDED RATE TO ASSURE 3 -INCH WdMUMI PENETRATION. 8. PONDING OR "BMRDBIUTHS" EXCEEDING ONE-QUARTER INCH IN DEPTH MV ALL PAVED AREAS SHALL NOT BE ACCEPTABLE AND SHAWL BE CORRECTED BY THE COWNACTOR. 9. PRIOR TO FINAL PAVING, PAVEMENT AT MATCH LINES WITH EXISTING PAVEMENTS SHALL BE SAW -CUT IN STRAIGHT LINES TO THE FULL DEPTH OF THE EXISTING PAVEMENT. 10. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED AS REQUIRED TO MATCH PROPOSED GRADES NO IN CONFORMANCE WITH APPLICABLE STANDARDS. 11. COMPACTED BUILDING PAD(S) MUST EXTENDING A MIINMMUM OF FIVE (5) FEET BEYOND THE NEW BUILDING FOOTPRINT, INCLUDING CANOPIES OR OTHER S'ftXTLAAL APPENDArGES, UNTIL THE PERIMETER FOUNDATIONS AND WALLS ARE CONSTRUCTED AND BACKFILLED. THE EXTENDED PORTION OF THE BUILDING PAD SUBGRADE (MUST THEN LRE REMOVED/REGAADED TO MEET THE FOAL GRADE ASND MATERIAL REQUIREMENTS AROUND THE BIMLDINGS° PERIMETER. 12. SUDGMADE ELEVATIONS OF BUILDING PADS TO BE COWOMED WITH THE STRUCTURAL DAAMIMNGS AS FLOOR SLAB THICKNESS YAWS. ALL BUILDING PAD SUeGAADES TO BE PREPARED AS PER THE RECOMMENDATIONS CONTAINED WITHIN THE SOILS REPORT. 13. UNLESS OTHERWISE NOTED ALL SIDE SLOPES SHOWN ON THESE PIANS SHALL BE 2:1 (MAXIMUM). 14. ALL SPOT ELEVATIONS SHOWN ON THE PLAN ARE TO TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 15. GRADING OUTSIDE OF THE CITY RIGHT-OF-WAY MUST COMPLY WITH INTERNATIONAL BUNLDMNG CODE (IBC), APPENDIX J AS AMENDED BY CITY OF RENTON STANDARDS, SWI F F AND GRADING PERMIT CONDITIONS IE - INVERT ELEVATION D.I. - DUCTILE IRON PIPE EL. - ELEVATION RCP - REINFORCED CONCRETE PIPE CB - CATCH BASIN PVC - POLYVINYL CHLORIDE PIPE PSE - PUGET SOUND ENERGY BCR - BEGIN CURB RETURN B.O.P. - BOTTOM OF PIPE ECR - END CURS RETURN T.O.P. - TOP OF PIPE S/W - SIDEWALK SDMAH - STORM DRAIN MANHOLE C&G - CURB do GUTTER FH - FIRE HYDRANT L.S. - LANDSCAPE STRIP HGL - HYDRAULIC GRADE LINE q - ROW - CENTERLINE RIGHT OF WAYTC SSCO - SANITARY SEWER CLEANOUT - TOP OF CURS SS - SANITARY SEWER CF - CURB FACE STA. _ STATION TW TOP OF WALK / TOP OF WALL S SLOPE _ BC BEGIN CURVE FL - FLOW LINE EC - END CURVE LT. - LEFT AC - ASPHALT CONCRETE RT. - RIGHT CMB _ CRUSHED MISCELLANEOUS BASE EX. - EXISTING ATB ASPHALT TREATED BASE SD - STORM DRAIN PSI - POUNDS PER SOUARE INCH PCC - PORTLAND CEMENT CONCRETE SSMH - SANITARY SEWER MANHOLE APWA - AMERICAN PUBLIC WORKS ASSOCIATION CO - CLEANOUT WSDOT - WASHINGTON STATE DEPARTMENT OF SCH - SCHEDULE TRANSPORTATION STD - STANDARD HMA - HOT MIX ASPHALT SWPPP- STORM WATER POLLUTION WDOE - WASHINGTON STATE DEPARTMENT OF PREVENTION PLAN ECOLOGY DS-DOWINSPOUT DRAIN NIC - NOT IN CONTRACT GEWPLAL DEMO NOIMS- 1. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK, INCLUDING DEMOLITION AND ANY SEWER CAPPING PERMITS. FRE PROTECTION DEMOLITION PERMIT IF REQUIRED, IS ISSUED BY FIRE DEPARTMENT. SEPARATE PERMITS ARE REQUIRED FOR EACH BUILDING AS WELL AS SEPARATE SEINER CAPPING PERMIT. 2. ASBESTOS ABATEMENT, MUST BE APPROVED BY PUGET SOUND AIR POLLUTION CONTROL AGENCY PRIOR TO DEMOLITION, COW RACTOR IS RESPONS11BL.E FOR OBTAINING ALL PERMITS FROM THIS AGENCY. CONTRACTOR IS CAUTIONED THAT ASBESTOS CONTAAMNINNG MATERIAL AND OTHER REGULATED MATERIALS EXIST. CONTRACTOR SHALL REVIEW THE LEVEL 1 REPORT OR LATEST ADDENDUM THERETO FOR FURTHER DESCRIPTION. CONTRACTOR SHALL. OBTAIN APPROVED REPORTS FOR RECOMMENDATIONS AND REQUIREMENTS FOR ADDRESSING THESE ITEMS DURING DEMOLITION ACTAMTY. 3. COORDINATE DEMOLITION AND CONSTRUCTION PHASING WITH PROPERTY OWNER. REFER TO CONSTRUCTION PHASING PLAN AGREEMENT BETWEEN OWNER AND DEVELOPER. 4. DISASSEMBLE AND REMOVE INTERIOR OPERATIONAL EQUIPMENT FOR SALVAGE AS DIRECTED BY OWNER. DISMANTLE AND DEMOLISH BUILDING STRUCTURES. DEMOLITION DEBRIS AND MATERIALS TO BE STOCKPILED AND DMPOSED OF AT AN APPROVED SITE. 5. FOUNDATIONS BELOW SLAB AND EXTENDING BELOW GRADE TO BE DEMOLISHED. DEMOLISH ALL WALLS, ETC. TO LEAVE THE AREA FREE FROM ANY PROTRUSIONS (STRUCTURAL OR UTILITY). 6. ANY HAZARDOUS SUBSTANCES AND/OR MATERIALS ENCOUNTERED SHALL BE HANDLED AND DISPOSED OF BY QUALIFIED PERSONNEL ACCORDING TO CITY, STATE AND FEDERAL REGULATIONS. 7. EROSION CONTROL IS REQUIRED TO PREVENT DEBRIS FROM ENTERING STORM SYSTEM. 8. ANY ENCOUNTERED UNDERGROUND TANKS, VAULTS, ETC., SHALL BE REMOVED PER COUNTY/STATE REGULATIONS. CRAWL. SPACES, TUNNELS, TANK HOLES, ETC., SHALL BE BACKFILLED AND COMPACTED PER SOILS ENGINEERS RECOMMENDATIONS. 9. DISCONNECT ALL POWER, TELEPHONE, GAS FROM BUHLDINNGS. CONTRACTOR SHALL CONTACT AND COORDINATE WITH THE OWNER AND ANY APPROPRIATE UTILITY COMPANIES ON REQUESTING DISCONNECTION'S, REMOVALS AND/OR RELOCATION OF EXISTING SERVICE. CONTRACTOR SHALL COORDINATE WITH THE OWNERS ENGINEER, THE OWNIER AND APPROP011ATE UTILITY PURVEYORS TO VERIFY SERVICE LOCATIONS TO EXISTING BUILDING. CONTRACTOR IS CAUTIONED THAT SOME PERIMETER POWER AND TELEPHONE UTWITIES OUTSIDE OF THE BUILDING MAY BE REQUIRED TO REMAIN OPERATIONAL UNTIL RELOCATED BY OTHERS (POTELCO, QWEST). THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR ANY DAMAGES AS A RESULT OF A DISIRUPTION OF UTILITY SERVICE ASSOCIATED WITH AND/OR DUE TO HIS ACTI'1IITIES. 10. PLUG AND CAP ALL EX. FIRE SPRINKLER, DOMESTIC WATER LINES, AND STORM DRAMS AT BLDG. CAP ALL UTILITIES TO THE BUILDING, DiSCONNNECT ELECTRICAL AND REMOVE ANY WATER METERS AND CAP LINES 11. CONTRACTOR SHALL CONFIRM AND VERIFY WORK SCOPE ITEMS AND BUILDING UTILITY SERVICES TO DEMOLISH WITH THE OWNERS AUTHORIZED REPRESENTATIVE. 12. ALL TREES, GROUND COWER, FENCES, UTILITIES, ETC., INSIDE PROPERTY SHALL BE REMOVED UNLESS OTHERWISE SHOWN ON THE PLANS. 13. UNLESS OTHERWISE, NOTED CONTRACTOR SHALL CAP/PLUG ALL UTILITIES AT PROPERTY LINE WINCH ARE TO BE ABANDONED OR REMOVED. 14. CONTRACTOR SHALL CONFIRM DEWATERING AND/OR SHORING REQUIREMENTS WITH GEOTECHNICAL ENGINEER AND OWNER FOLLOWING DEMOLITION WORK. 15. CONTRACTOR SHALL PREPARE AND PROCESS APPROVED TRAFFIC CONTROL PLAN(S) FOR ALL WORK WITHIN PUBLIC RIGHT OF WAYS PRIOR TO CONSTRUCTION. 16. CONTRACTOR SHALL EMPLOY REASONABLE PRRECALJTIONNS TO MINIMIZE EMISSIONS OF FUGITIVE DUST DURING DEMOLITION AND DURING LOADING OF DEMOLITION DEWS ON TO TRANSPORT VEHICLES. 17. IN THE EVENT OF HIGH WINDS, CONTRACTOR SHALL TEMPORARILY CURTAIL DUST -PRODUCING DEMOLITION ACTIVITIES SO AS TO PREVENT VISIBLE MIGRATION OF DUST OFF-SITE (REF: PSCAA REG I, SECT. 9.15, (A}(1)). TEMPORARY CONSTRUCTION FENCE SILT FENCE CLEARING LIMITS CATCH BASIN INSERT EX. TREE TO REMAIN EX. TREE TO BE REMOVED EX. CURB TO BE REMOVED EX. PAVEMENT STRIPING TO BE REMOVED 10 If MW ffi�&, �4" ;�I*A 1. THE FOLLOW 04G GEOTECHNICAL. REPORT FOR THE SITE SHALL BE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS: REPORT OF GEOTECH NIM ENGINEERING SERVICES COMMERCIAL WAREHOUSE BUILDING RENTON, WASHINGTON GEODESIGN PROJECT: GREENSERG-3-01 DATED DECEMBER 2, 2014 ADDENDUM 1 - MEMORANDUM DATED FEBRUARY 3, 2015 TO FRiAW CODA GREENBERG FARROW ARCHITECTS. RE: PER111OUlS PAVEMENTS AND POND SLOPE STABILITY COMMERCIAL WAREHOUSE BUILDING AS PERFORMED BY: GEODESNGN INC. 350 MISSION STREET SE, SUITE 102 SALEM, OR 97302 PH 503.385.8439 CONTACT: JULIO C. VELA, PH.D., P.E. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DMIiG ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, UTILITY ANMD PAVW CONSTRUCTION. THE CONTRACTOR SHALL BE SOLEY NESPORMILE FOR HAVING THE LATEST GEOTECHNICAL REPORT AND ADDENDUMS. 3. ANY PROVISIONS OF THE REPORT WHICH CONFLICT WITH WORMATION SHOWN ELSEWINERE ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BAM04T TO THE ATTENTION OF BARGHAUSEN ENGINEERS. 4. A REPRESENTATIVE FOR THE SOILS/GEOTECHNNNCAL ENGINEER SHALL BE AMAILABLE TO OBSERVE AND APPROVE THE EARTHWORK OPERATIONS ANO TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS/GEOTECHNIICAL. ENGWER SWI W@ MIT FIELD REPORTS CERTIFYING THAT THE METHODS AND MATERIALS OF THIS EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATION OF THE GEOTECHNICAL 110NESTIGATION AND THAT THE WORK WAS PERFORMED TO THE SATISFACTION OF THE ENGIIEER.THIE CONTRACTOR SHALL MAKE ALL PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED WITHIN SOILS REPORT. AS A MINIMUM, THIS INCLUDES THE OBSERVATION OF THE FOLLOWING BY A SOILS/GEOTECHNNiCAL ENGINEER: A. STRIPPING, PROOF ROLLING OF SUIBGAADE AND REPAIR OF SOFT AREAS. B. ALL FOOTING AND FLOOR SUBGRADE PREPARATION, OWRV ATION OF O'V'ER -EXCAVATION AND REMOVAL OF UNISUITASLE SOIL MATERIALS. C. SUfIGRADE OBSERVATION AND EVALUATION. D. PROOFROLLING PAVEMENT SUBGRAADE, BASE ROCK AND ASPHALT PLACEMENT A14D COMPACTION. 5. THE CONTRACTOR SHAWL QUALIFY ANY LIMITATIONS TO SOILS MNSP'ECTIONS WITHIN BID PROPOSAL. 11owIK.AL QAltik CIN OF RENTON, NAVD 88 ��IAlrG CIN OF RENTON CONTROL POINT N0. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) ovW by: o%vd by: Awovwd by: Awo+ed by: &tA _r �wri GRADM _E090 EXISTING CATCH BASIN EXISTING STORM PIPE SO EXISTING GRADE CONTOUR ---28--- EXISTING 28-EXISTING GRADE SPOT ELEVATION Xti�ry PROPOSED GRADE SPOT ELEVATION i PROPOSED GRADE CONTOUR ------ - - - - - - PROPOSED CATCH BASIN ■ PROPOSED STORM CATCH RAISIN/MANHOLE TOP OF WALL OR WALK ELEVATION MATCH EXISTING ELEVATION MSC Notes 1. EROSION AND SEDT TENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EARTH -DISTURBING ACTIVITY. SEE ALSO TESC NOTES AND DETAILS SHEET CD -4. 2. CONTRACTOR SHALL PREPARE/AMEND AND BE RESPONSE FOR A WDOE (ECOLOGY) CONSTRUCTION STORMrMWfATER POLLUTION PREVENTION PLAN (SWPPP) PER THE REQUIREMENTS FOR THE WDOE CONSTRUCTION STORAMWATER GENERAL PELT. A SWPPP HAS BEEN PREPARED BY BARGRAUSEN AND IS AVAILABLE FOR USE AS AN AID TO THE CONTRACTOR. CONTRACTOR SHALL PERFORM ALL REOUIREMENTS OF THE "SWPPP" INCLUDING PLAN PREPARATION, ANY REQUIRED IMwNSPECTK)NS, ANY REQUIRED SAMPLING, AND REQUIRED PLAN UPDATES AND REVISIONS. IKEA CONSTRUCTION LIMANAGER WILL REVIEW AND APPROVE PLAN PRIOR TO PROJECT IMPLEMENTATION. CONTRACTOR SHALL ENSURE PERSONS WITH WDOE "CESCU ACCREDITATION PERFORM ANY ACTIVITIES REQUIRING THE CESCL CERTIFICATION. THE CONTRACTOR WILL BE RESPONSE FOR THE CONSTRUCTION STORMWATER PERMIT FOR THIS PROJECT. 3. APPROVAL OF THIS TESC PLAN DOES NOT CONSTITUTE AN APPROVAL OF PE NT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES... ) 4. THE IMPLEMENTATION OF THIS TESL AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESL PLAN FACILITIES IS THE RESPtONSNBNU.ITY OF THE CONTRACTOR UNTIL ALL SURFACES ARE STAIZED AS PER FINAL PLANS AND APPROVED. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION FACILITIES TO ENSURE THAT SEDIMENT -LADEN WATER DOES NOT ENTER THE NATURAL OR PUBLIC DRAINAGE SYSTEM. 5. THE TESC FACILITIES REFERRED ON THIS PLAN ARE THE MMNMrMUUMM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES (E.G. ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES... ETC), MAY BE REQUIRED TO ENSURE COMPLETE SILTATION CONTROL OF THE PROJECT. THEREFORE, DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL AW ESS ANY CHANGED OR NEW CONDITIONS THAT MAY BE CREATED BY THE CONTRACTOR'S ACTMTIES AND PROVIDE AMT04AL FACK.ITIES THAT MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. THE CONTRACTOR SHALL UPDATE THE SWPPP ACCORDINGLY. 6. PROPOSED WATER QUALITY VAULT AND P014D MAY BE USED FOR SEDIMENT TRAP DURING CONSTRUCTION. NO SEDIMENT LADEN WATER TO BE DISCHARGED DOWNSTREAM! AS A RESULT OF CONSTRUCTION. ALL SEDIMENT WITHIN THE WATER QUALITY VAULTS OR POND IS TO BE REMOVED AND DISPOSED AT AN APPROVED LOCATION. 8. CONTRACTOR TO PROTECT ALL EXISTING CATCH BASINS THAT RECEIVE RUNOFF FROM THE PROJECT SITE. CATCH BASIN INSERTS SHALL BE PROVIDED AND PROPERLY MAINTAINED IN ALL EXISTING AND NEW CATCH BASINS WITHIN THE CONSTRUCTION LIMITS. AT NO TIME SHALL MORE THAN 6 INCHES OF SEDMMMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEARED PRIOR TO PLACING RIGID OR FLEXIBLE PAVEMENT. THE CLEAR04G OPERATION SHAWL NOT FLUSH SEDIMENT -LADEN WATER INTO DOWNSTREAM SYSTEM. ALL CATCH BASIN INSERTS PROTECTION SHALL BE REMOVED AFTER DISTURBED SURFACES ARE STABILZED AND SEDIMENTATION HAZARDS NO LONGER EXIST. 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGMNNMMNG OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL. MEASURES MAY BE REOLARED TO UNSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 10. WHERE SEEDING IS REQURED AS A TEMPORARY STABILIZATION, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXMATELY 80 LBS / ACRE). 11. SCRAPMMG AND SWEEPING OF STREETS, SIDEWALKS AND FLOWEINES MUST BE CONDUCTED AT THE END OF EACH WORK DAY WITH A VACUUM SWEEPER OR OTHER APPROVED MEANS. 12. THE CONTRACTOR SHALL IMPLEMENT LINEAR RUN-ON CONTROLS TO PREVENT WATER FROM ENTERING THE CONSTRUCTION AREA. 13. PROCESS WAITER, SUCH AS WATER USED IN CONCRETE WORK OR PUMPED FROM A TRENCH AFTER A RAIN EVENT, SHALL BE HAULED TO AN APPROPRIATE DISPOSAL SITE. PROCESS WAITER SHALL NOT BE DISCHARGED TO THE STORM DRAIN. 14. THE CONTRACTOR SHALL REFER TO VASHWTON DEPARTMENT OF ECOLOGY STO►TER MANUAL FOR WESTERN WASHIINGTON, APRT. 2005" FOR ANY EROSION AND SEDIMENTATION CONTROLS. THE FOLLOWING LIST CONTAINS SOME COMMON BEST MANAGEMENT PRACTICES (BMAPS) , BUT ARE NOT LIMITED TO THE ONES LISTED BELOW: a. BMP C103: HIGH VISNOL.ITY PLASTIC FENCE b. BMP C123: PLASTIC COVERING c. BMP C203: WATER BARS d. BMP C220: STORM DRAT! INLET PROTECTION e. BMP C233: SILT FENCE 19. THERE SHALL BE NO WAS14OUT CONCRETE AREA ON SITE, EXCEPT IF AUTHORIZED BY CONSTRUCT10IN MANAGER. IF AUTHORIZED THOSE WASHOUT SHALL BE SUCH AS THE ECO -PAN WASHOUT CONTAAMNMMENT SYSTEM AND SEED ADEQUATELY PER CASE BY CASE INSTRUCTIONS. 20. NEWLY INSTALLED STORMMWATER LINES AND STRUCTURES SHALL BE FLUSHED AND CLEANED BEFORE PLACING IN SERVICE OR CONNECTING TO THE EXISTING STOMNAMMIiATER SYSTEM. 21. PROJECT SHALL NOT BE DEEMED COMPLETE UNTIL CONSTRUCTION MAMMAAGER DETERMNMMES THAT THE P RO&CT SR'E MEETS ALL THE REQUREIMENTS OF FINAL SITE STABILIZATION AS DEFM BY ECOLOGY. R 384704■ IKEA PROPERTY INC 420 ALAN WOOD ROAD PA 19426 CONTACT: DWT E. SLATON CO NSINWTi1'II MANAGER P- (610) 834-01ft CELL 303-50-41W age �F 28527 N CGOINSIJLTMNG ENGINEERS FSS G IS j E� ��► 18215 72ND AVENUE SOUTH KEIT, NAL E WA 98032 ACT: ,NAY GPM. PE (425)251-6222 EXISTING CATCH BASIN 13 An, EXISTING STORM PIPEAsk EXISTING GRADE CONTOUR n;tTj ---- PROPOSED GRADE CONTOUR ------- ® %w PROPOSED CATCH BASIN ■ UO o PROPOSED STOW CATCH BASIN/IMANHIOL.E m PROPOSED STORM PIPE m O - - - UTILITY CROSSING 11owIK.AL QAltik CIN OF RENTON, NAVD 88 ��IAlrG CIN OF RENTON CONTROL POINT N0. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) ovW by: o%vd by: Awovwd by: Awo+ed by: &tA _r �wri GRADM _E090 EXISTING CATCH BASIN EXISTING STORM PIPE SO EXISTING GRADE CONTOUR ---28--- EXISTING 28-EXISTING GRADE SPOT ELEVATION Xti�ry PROPOSED GRADE SPOT ELEVATION i PROPOSED GRADE CONTOUR ------ - - - - - - PROPOSED CATCH BASIN ■ PROPOSED STORM CATCH RAISIN/MANHOLE TOP OF WALL OR WALK ELEVATION MATCH EXISTING ELEVATION MSC Notes 1. EROSION AND SEDT TENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EARTH -DISTURBING ACTIVITY. SEE ALSO TESC NOTES AND DETAILS SHEET CD -4. 2. CONTRACTOR SHALL PREPARE/AMEND AND BE RESPONSE FOR A WDOE (ECOLOGY) CONSTRUCTION STORMrMWfATER POLLUTION PREVENTION PLAN (SWPPP) PER THE REQUIREMENTS FOR THE WDOE CONSTRUCTION STORAMWATER GENERAL PELT. A SWPPP HAS BEEN PREPARED BY BARGRAUSEN AND IS AVAILABLE FOR USE AS AN AID TO THE CONTRACTOR. CONTRACTOR SHALL PERFORM ALL REOUIREMENTS OF THE "SWPPP" INCLUDING PLAN PREPARATION, ANY REQUIRED IMwNSPECTK)NS, ANY REQUIRED SAMPLING, AND REQUIRED PLAN UPDATES AND REVISIONS. IKEA CONSTRUCTION LIMANAGER WILL REVIEW AND APPROVE PLAN PRIOR TO PROJECT IMPLEMENTATION. CONTRACTOR SHALL ENSURE PERSONS WITH WDOE "CESCU ACCREDITATION PERFORM ANY ACTIVITIES REQUIRING THE CESCL CERTIFICATION. THE CONTRACTOR WILL BE RESPONSE FOR THE CONSTRUCTION STORMWATER PERMIT FOR THIS PROJECT. 3. APPROVAL OF THIS TESC PLAN DOES NOT CONSTITUTE AN APPROVAL OF PE NT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES... ) 4. THE IMPLEMENTATION OF THIS TESL AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESL PLAN FACILITIES IS THE RESPtONSNBNU.ITY OF THE CONTRACTOR UNTIL ALL SURFACES ARE STAIZED AS PER FINAL PLANS AND APPROVED. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION FACILITIES TO ENSURE THAT SEDIMENT -LADEN WATER DOES NOT ENTER THE NATURAL OR PUBLIC DRAINAGE SYSTEM. 5. THE TESC FACILITIES REFERRED ON THIS PLAN ARE THE MMNMrMUUMM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES (E.G. ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES... ETC), MAY BE REQUIRED TO ENSURE COMPLETE SILTATION CONTROL OF THE PROJECT. THEREFORE, DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL AW ESS ANY CHANGED OR NEW CONDITIONS THAT MAY BE CREATED BY THE CONTRACTOR'S ACTMTIES AND PROVIDE AMT04AL FACK.ITIES THAT MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. THE CONTRACTOR SHALL UPDATE THE SWPPP ACCORDINGLY. 6. PROPOSED WATER QUALITY VAULT AND P014D MAY BE USED FOR SEDIMENT TRAP DURING CONSTRUCTION. NO SEDIMENT LADEN WATER TO BE DISCHARGED DOWNSTREAM! AS A RESULT OF CONSTRUCTION. ALL SEDIMENT WITHIN THE WATER QUALITY VAULTS OR POND IS TO BE REMOVED AND DISPOSED AT AN APPROVED LOCATION. 8. CONTRACTOR TO PROTECT ALL EXISTING CATCH BASINS THAT RECEIVE RUNOFF FROM THE PROJECT SITE. CATCH BASIN INSERTS SHALL BE PROVIDED AND PROPERLY MAINTAINED IN ALL EXISTING AND NEW CATCH BASINS WITHIN THE CONSTRUCTION LIMITS. AT NO TIME SHALL MORE THAN 6 INCHES OF SEDMMMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEARED PRIOR TO PLACING RIGID OR FLEXIBLE PAVEMENT. THE CLEAR04G OPERATION SHAWL NOT FLUSH SEDIMENT -LADEN WATER INTO DOWNSTREAM SYSTEM. ALL CATCH BASIN INSERTS PROTECTION SHALL BE REMOVED AFTER DISTURBED SURFACES ARE STABILZED AND SEDIMENTATION HAZARDS NO LONGER EXIST. 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGMNNMMNG OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL. MEASURES MAY BE REOLARED TO UNSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 10. WHERE SEEDING IS REQURED AS A TEMPORARY STABILIZATION, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXMATELY 80 LBS / ACRE). 11. SCRAPMMG AND SWEEPING OF STREETS, SIDEWALKS AND FLOWEINES MUST BE CONDUCTED AT THE END OF EACH WORK DAY WITH A VACUUM SWEEPER OR OTHER APPROVED MEANS. 12. THE CONTRACTOR SHALL IMPLEMENT LINEAR RUN-ON CONTROLS TO PREVENT WATER FROM ENTERING THE CONSTRUCTION AREA. 13. PROCESS WAITER, SUCH AS WATER USED IN CONCRETE WORK OR PUMPED FROM A TRENCH AFTER A RAIN EVENT, SHALL BE HAULED TO AN APPROPRIATE DISPOSAL SITE. PROCESS WAITER SHALL NOT BE DISCHARGED TO THE STORM DRAIN. 14. THE CONTRACTOR SHALL REFER TO VASHWTON DEPARTMENT OF ECOLOGY STO►TER MANUAL FOR WESTERN WASHIINGTON, APRT. 2005" FOR ANY EROSION AND SEDIMENTATION CONTROLS. THE FOLLOWING LIST CONTAINS SOME COMMON BEST MANAGEMENT PRACTICES (BMAPS) , BUT ARE NOT LIMITED TO THE ONES LISTED BELOW: a. BMP C103: HIGH VISNOL.ITY PLASTIC FENCE b. BMP C123: PLASTIC COVERING c. BMP C203: WATER BARS d. BMP C220: STORM DRAT! INLET PROTECTION e. BMP C233: SILT FENCE 19. THERE SHALL BE NO WAS14OUT CONCRETE AREA ON SITE, EXCEPT IF AUTHORIZED BY CONSTRUCT10IN MANAGER. IF AUTHORIZED THOSE WASHOUT SHALL BE SUCH AS THE ECO -PAN WASHOUT CONTAAMNMMENT SYSTEM AND SEED ADEQUATELY PER CASE BY CASE INSTRUCTIONS. 20. NEWLY INSTALLED STORMMWATER LINES AND STRUCTURES SHALL BE FLUSHED AND CLEANED BEFORE PLACING IN SERVICE OR CONNECTING TO THE EXISTING STOMNAMMIiATER SYSTEM. 21. PROJECT SHALL NOT BE DEEMED COMPLETE UNTIL CONSTRUCTION MAMMAAGER DETERMNMMES THAT THE P RO&CT SR'E MEETS ALL THE REQUREIMENTS OF FINAL SITE STABILIZATION AS DEFM BY ECOLOGY. R 384704■ IKEA PROPERTY INC 420 ALAN WOOD ROAD PA 19426 CONTACT: DWT E. SLATON CO NSINWTi1'II MANAGER P- (610) 834-01ft CELL 303-50-41W age �F 28527 N CGOINSIJLTMNG ENGINEERS FSS G IS j E� ��► 18215 72ND AVENUE SOUTH KEIT, NAL E WA 98032 ACT: ,NAY GPM. PE (425)251-6222 � D CC I � m z� V m 0 n z 13 � n;tTj 1 0 �z a i m m m O D � D CC I � m z� V m 0 n o � n;tTj C) 00 rC) i o 0 WZ a i N VIP N� jr t S 0 30 w 120 *CALM: 1'•.O' LEGEND (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) �•••-•�E LUMINAIRE (LUM.) YARD LIGHT Q POWER METER -O- POWER POLE �I JUNCTION BOX (AS NOTED) TELEPHONE MANHOLE CATCH BASIN (CB) STORM MANHOLE (SDMH) SANITARY SEWER MANHOLE (SSMH) CLEANOUT (AS NOTED) 92/ GAS METER G N GAS VALVE wV w WATER VALVE (WV) FIRE HYDRANT FHCONNECTION(FDC) (D WATER MANHOLE EB WATERME TER - GAS BLOW -OFF SIGN MONITOR WELL TI DIR EC ONAL ARROW SURVEY MONUMENT (AS NOTED) + BENCHMARK SECTION CORNER (AS NOTED) 0 FOUND REBAR/CAP (AS NOTED) 13 FOUND LEAD/TACK SURVEY CONTROL STATION HANDICAP ° CONCRETE GRAVEL/SAND (AS NOTED) ASPHALT BUILDING LINE X CHAIN LINK FENCE WOOD FENCE �- BARBED WIRE FENCE HOGWIRE FENCE W WATER LINE C GAS LINE T(XX) OVERHEAD/UNDERGROUND TEL. LINE P(Xx) OVERHEAD/UNDERGROUND PWR. LINE - SD -- STORM LINE 55 SEWER LINE • BOLLARD FIRE PROTECTION SYSTEM VALVE GAS VALVE STREET LIGHT - �•'�- ,..I TEL JBOX�- t V RMH" FOU. �•'. _=-_ -_ W/RIPRA� = %I INVERT TABLES - AND RAILINGS . *r _ . .'• .. BUS DNNG VENT Vw- 1 POWER METER . ��. 6 ® _ z POWER VAULTIIIIo= CONC. RET. (MALL ., _ a (2) MATER METERS x:- W 0 Mme' T1w CB -HH RIM=23.45' - WOOD RET. WALL = _ W a FPSV'•:�.:•. ,,.•: e�:�:: .� y •,�rwJ.' CB -A RIM= 18.98' STD GRATE 24" CMP I.E. N=14.65' STD GRATE 24" CMP I.E. NE=14.38' '.A� ..j NO _ 6087M "ALLIANCE : • ': (TYPE 1) 24" CMP I.E. S=14.65' CONC RET. WALL (TYPE 2) 30" CMP I.E. WNW=13.90' 6" PVC I.E. S=19.60' STEPS W/LAfDING o 24" CMP I.E. S=14.28' (� POWER CB -II RIM=19.52' METER _. _ % CB -B RIM= 18.94' STD GRATE 30" CMP I.E. E=13.27' STD GRATE 24" CMP I.E. N=14.84 (TYPE 2) 24" CMP I.E. W=13.27' L METER {TYPE 1) 24" CMP I.E. S=14.89' WATER VALVE 4" PVC I.E. E=16.54' CB -JJ RIM= 19.73' METERS. 2" DOMESTIC 6" PVC I.E. W=15.94' STD GRATE 30" CMP I.E. E=13.03' AND 1-1 /2M (TYPE 2) 30 CMP I.E. W=13.03 (4) POWER METERS CB -C RIM= 19.35' POWERT CABINE .. STD GRATE 4" PVC I.E. W=18.15' CB -KK RIM=19.93' r FPSV S {TYPE 1) STD GRATE 36 CMP I.E. E=12.38, (TYPE 2) 30" CMP I.E. W=12.48' STEPS - W/LANDI NG CB -D RIM=19.27 24 CMP I.E. SW-- 12.48 AND HANDRALING STD GRATE 24" CMP I.E. N=15.22' (TYPE 1) 24" CMP I.E. S=15.27' CB -LL RIM= 19.99' 6 PVC I.E. W-17.67 STD GRATE 36 CMP I.E. W=12.29 4" PVC I.E. E=16.67' (TYPE 2) 36" CMP I.E. E=12.19' d CB -E RIM= 19.51' CB -NN RIM=19.87' STD GRATE 24" CMP I.E. N=16.21' STD GRATE 24" CMP I.E. N=12.07' (TYPE 1) 18" CMP I.E. S=16.26' (TYPE 1) 24" CMP I.E. S=12.07' 6 PVC I.E. W=16.61 4" PVC I.E. E=17.21' CB -PP RIM=20.28' STD GRATE 24" CMP I.E. N=12.23' CB -F RIM= 19.58' (TYPE 1) 24" CMP I.E. S=12.33' STD GRATE 18" CMP I.E. N=16.68' 4" PVC I.E. W=15.78' (TYPE 1) 15" CMP I.E. S=16.68' 6" PVC I.E. W=16.68' CB-QQ RIM= 19.99' 4" PVC I.E. E=16.68' STD GRATE 24" CMP I.E. N=12.64' (TYPE 1) 24" CMP I.E. S=12.69' ci CB -G RIM=22.13' 4" PVC I.E. W=15.64' Z STD GRATE 15" CMP I.E. N=16.73' 4" PVC I.E. NNW=17.49' 00 (TYPE 1) 6 PVC I.E. W=16.63 4" PVC I.E. E=17.13' CB -RR RIM= 19.93' STD GRATE 24" CMP I.E. N=13.23' CB -H RIM=20.64' (TYPE 1) 24" CMP I.E. S=13.18' STD GRATE 24" CMP I.E. E=16.19' 4" PVC I.E. W=15.63' (TYPE 1) 15" CMP I.E. W=16.29' CB -SS RIM=21.60' CB -I RIM=20.06' STD GRATE 6" PVC I.E. W=16.39' STD GRATE 6 PVC I.E. E=18.20 (TYPE 1) 24„CMP I.E. N=13.59, (TYPE 1) 24" CMP I.E. SW=13.69' x CB -J RIM=20.02' CB -TT RIM= 19.29' ui STD GRATE 6" PVC I.E. W=18.13' STD GRATE 24" CMP I.E. W=13.44' (TYPE 1) (TYPE II) 24" CMP I.E. ESE=13.44' CB -K RIM=19.86' STD GRATE 24" CMP I.E. N=15.11; YARD DRAIN -A RIM=20.49 .�, (TYPE 1 PI 2 CM I.E..E. S 15 16 { ) 4 I.E.I1 PVC .E. E 9.99 p. 6" PVC I.E. E=16.71' 4" PVC I.E. W=19.99' aQ Z CB -L RIM= 19.74' YARD DRAIN -B RIM=20.14' t T T = SD GRA 4 PI E 2 CM 1 N 5.69 " 4 I.E.I PVC N 19.64 Lu a -Y ,t t TYPE 1 24 CMP I.E. S=16.24 - " { ) 4 PVC I.E. S-19.64 a a Q p 6 PVC I.E. E-1 6.74 3 4" PVC I.E. W=16.69' YARD DRAIN -C RIM=20.17' P6 V I.E.1 -1 C .E. E 4 - 6.8 4„ PVC I.E. N 19.67, v - ZPVC 4 I.E. .E. S 19.67' 6 CB -M F F T ULL 0 WA ER M� YARD DRAIN -D RIM= 19.80' - - t CB -N RIM -20.03 4 I - N-19.30 r 1 � "PVC .E. STD RAT 4 D G E 2 P I.E.CM .E. N 6.68 4 PVC I.E. S=19.30 �✓ (TYPE 1) 15" CMP I.E. S=16.98' •c' , {2,) 6 PVC I.E. E=17.13 YARD DRAIN -E RIM=19.71 w •-4 P I.E.I 1 , VC .E. W 6.73 I.E.IVC 1 1 E N 9.2 L 3 ` . . " _ , 4 PVC I.E. S 19.21 CB -0 RIM=20.04' o tT STD GRATE 15" PVC I.E. N=17.34' YARD DRAIN -F RIM=20.48' a C •E (TYPE 1) 6" PVC I.E. E=17.34' 4" PVC I.E. N=19.98' 4" PVC I.E. W=17.49' 4" PVC I.E. S=19.98' p Nl CB -P RIM=20.85' YARD DRAIN -G RIM=20.64' STD GRATE 15" CMP I.E. W=16.00' 4" PVC I.E. N=20.14' (TYPE 1) 15" CMP I.E. E=16.00' 4" PVC I.E. S=20.14' 3 CB -Q RIM=20.37' YARD DRAIN -H RIM=20.71' k�? STD GRATE 15" CMP I.E. E=16.57' 4" PVC I.E. N=20.21' (TYPE 1) 15" CMP I.E. W=16.57' 4" PVC I.E. S=20.21' - CB -R RIM=20.41' S@W 100M ELDOM TAE STD GRATE 15" CMP I.E. E=17.21' RNA= SDMH-A 19.93' N C] (TYPE 1) 4" PC LE N=17.41' 36" CMP I.E. W=11.73' 36 CMP I.E. NE -11.63, CB -S RIM=20.02' 24" CMP I.E. 5=11.73' 3 STD GRATE 15" CMP I.E. W=17.77' (TYPE 1) SDMH-B RIM=22.03' L' 36" CMP I.E. SW=11.83' CB -T RIM=20.42' 36" CMP I.E. N=11.83' STD GRATE 15" CMP I.E. E=17.20' 00 to V (TYPE 1) 15" CMP I.E. W=17.20' SDMH-C M 2STRUCTURE 3: � { N CB -U RIM=21.80 36" CMP I.E. S=12.02' STD GRATE 4 D.I. I.E. S=19.80 CONTROL STRUCTURE INVERTS: (TYPE 1) 36" CMP I.E. N=11.62' TOP OF 36' CTAP=20.97 o W CB -V RIM=21.98' BTM STRUCTURE=9.27' 1.4' SQ GRATE 4" PVC I.E. S=21.28' NO GATE VALVE (TYPE 1) SDMH-D RIM=21.44 x , CB -W RIM=20.25 12D.I. I.E. E=16.14 STD GRATE 18 CMP I.E. W=15.50 12" D.I. I.E. N=16.24 (TYPE 1) 18" CMP I.E. E=15.45' _ SDMH-E RIM=21.71' CB -X RIM= 19.94' 12" D.I. I.E. E=11.31' STD GRATE 18" CMP I.E. W=15.14' 12" D.L. I.E. S=11.31' o (TYPE 1) 18" CMP I.E. E=15.09' SSW WWWE�!"IMi�Mil TAM III ci o o c CB -Y RIM=20.01' SSMH-A RIM=20.22' W Y STD GRATE 18" CMP I.E. E=14.76' 6" PVC I.E. N=15.02' cn {TYPE 1) 18" CMP I.E. W=14.76' 6" PVC I.E. NW=15.32' 8 PVC I.E. W=14.92 CB RIM= 19.90' (� a STD GRATE 18" CMP I.E. E=14.30' SSMH-B RIM=20.37' �A (TYPE 1) 18" CMP I.E. W=14.30' 8" PVC I.E. N=13.87; -� E 8 PVC I.E. S=13.77 Q.CB-AA RIM=20.33' o STD GRATE 18" CMP I.E. W=14.28' SSMH-C RIM=20.97' .- .- .-uj CN (TYPE 1) 18" CMP I.E. S=14.28' 8" PVC I.E. N=11.37' i 12 c; 18" CMP I.E. N=14.28' 8" PVC I.E. E=11.17' 6 PVC I.E. W=11.32 tn C) t� e3 0 CB -BB RIM=20.73' , STD GRATE 4 D.I. I.E. S=18.73 SSMH-D RIM=20.45 N (TYPE 1) 8" PVC I.E. N=15.15' m ULa m U m8" - m PVC I.E. S=14.85' CB -CC RIM= 19.39' U , STD GRATE 24 CMP I.E. SW=14.18 SSMH-E RIM=20.57 (TYPE 1) 24" CMP I.E. E=14.24' 8" PVC I.E. N=14.12' tQD 4" PVC I.E. S=16.79' 8" PVC I.E. S=14.02' ai CB -DD RIM= 19.57' SSMH-F RIM=21.43' E STD GRATE 24" CMP I.E. SE=14.72' 8" PVC I.E. N=11.88' (TYPE 1) 24" CMP I.E. W=14.62' 6" PVC I.E. E=11.88' aD 4" PVC I.E. S=16.27' 8" PVC I.E. W=11.78' 0 CB -EE RIM= 19.59' SSMH-G RIM=22.36' STD GRATE 18" CMP I.E. E=15.14' 8" PVC I.E. S=16.06' (TYPE 1) 8" PVC I.E. NE=15.66' -o 6" PVC 1. E. NI 16.26' F CB -FF RIM= 19.56 - STD RAT 1 P I.E.SSMH-H RIM=21.60' GRATE 8 CM 14 4 E E 6 M (TYPE 1) 18" CMP I.E. W=14.46' 8" PVC I.E. N=10.40' Z 8" PVC I.E. SE=10.25' t CB -GG RIM= 19,35' j STD GRATE 24" CMP I.E. S=14.25' SSMH-1 RIM=20.21' C W (TYPE 1) 24" CMP I.E. E=13.70' 8" PVC I.E. N=11.76' •� 18" CMP I.E. W=14.25' 8" PVC I.E. S=11.56' 6" PVC I.E. NW=12.01' c 'CP SSMH-J RIM=20.81' M 8" PVC I.E. N=13.01' • 8" PVC I.E. S=12.91' ��, 6" PVC I.E. W=13.11' co in CALL 2 WOWJNG DAYS (0 YOUDOG a� ' O Z N VIP N� jr t S 0 30 w 120 *CALM: 1'•.O' LEGEND (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) �•••-•�E LUMINAIRE (LUM.) YARD LIGHT Q POWER METER -O- POWER POLE �I JUNCTION BOX (AS NOTED) TELEPHONE MANHOLE CATCH BASIN (CB) STORM MANHOLE (SDMH) SANITARY SEWER MANHOLE (SSMH) CLEANOUT (AS NOTED) 92/ GAS METER G N GAS VALVE wV w WATER VALVE (WV) FIRE HYDRANT FHCONNECTION(FDC) (D WATER MANHOLE EB WATERME TER - GAS BLOW -OFF SIGN MONITOR WELL TI DIR EC ONAL ARROW SURVEY MONUMENT (AS NOTED) + BENCHMARK SECTION CORNER (AS NOTED) 0 FOUND REBAR/CAP (AS NOTED) 13 FOUND LEAD/TACK SURVEY CONTROL STATION HANDICAP ° CONCRETE GRAVEL/SAND (AS NOTED) ASPHALT BUILDING LINE X CHAIN LINK FENCE WOOD FENCE �- BARBED WIRE FENCE HOGWIRE FENCE W WATER LINE C GAS LINE T(XX) OVERHEAD/UNDERGROUND TEL. LINE P(Xx) OVERHEAD/UNDERGROUND PWR. LINE - SD -- STORM LINE 55 SEWER LINE • BOLLARD FIRE PROTECTION SYSTEM VALVE GAS VALVE STREET LIGHT - �•'�- ,..I TEL JBOX�- t V RMH" FOU. �•'. _=-_ -_ W/RIPRA� = %I CB -TT - AND RAILINGS . *r _ . .'• .. BUS DNNG VENT Vw- 1 POWER METER . ��. 6 ® _ z POWER VAULTIIIIo= CONC. RET. (MALL ., _ a (2) MATER METERS x:- AAD DRAM! B M - WOOD RET. WALL = _ M FPSV'•:�.:•. ,,.•: e�:�:: .� y •,�rwJ.' '.A� ..j NO _ 6087M "ALLIANCE : • ': PARKING ONLY" CONC RET. WALL SIGN STEPS W/LAfDING o AND HANDRALING POWER METER _. _ % POWER y -z METER WATER VALVE AND 2 WATER E METERS. 2" DOMESTIC AND 1-1 /2M IRRIGATION (4) POWER METERS --- POWERT CABINE -- _ ' ON CONIC r FPSV S STEPS - W/LANDI NG AND HANDRALING c �J 0 "ALLIANCE PARKING ONLY" SIGN • FPSV FPSV CB ;-- A" DA7W CITY OF RENTON, NAVD 88 CITY OF R'ENTCNN CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) H/C RAMP Jam- IN uuw JBOX 6•10•"L•2® ' FF=23.74' �G /ASPHALT RAMP W/RAILINGS - GAS METER POWER VAULT POWER EASEMENT REC.NO.8612231016 CB -C 00,_ FPSV - FDC - WATER VAULT W/10" DDCVA NO PARKING FI R E LANE STEPS W/LANDING POWER METER POWER VAULT UL POWER ULT - WATER METER 2" DOMESTIC POWER CABINET POWER EASEMENT REC.NO.9603080833 POWER PANEL - WATERLINE EASEMENT REC.NO.8109020546 - FPSV WATER VAULT W/10" DDCVA - FDC CB STREET RANT �' 1 w WOOD RET. WALL - STEPS W/LANDING - WOOD RET. WALL - FDC - ,a CONC. RET. WALL - FF=23.55' - CONC. RET. WALL - FDC - ti WOOD RET. WALL - CONC. RET. WALL - YARD DRAN-E -� 6 �--- CONC. RET. WALL WATER VAULT ol i- BURNED RAILROAD TRACKS W/RIPRA� = - RAMP W/CONC. RET WALL • - FDC,. AND RAILINGS . *r _ BUS DNNG VENT FF=23.58t ' POWER METER I°p POWER VAULTIIIIo= CONC. RET. (MALL ., _ a (2) MATER METERS x:- AAD DRAM! B M - WOOD RET. WALL = _ M M y YAW DI111I NO _ 6087M KEA PARKING -- - CHAINLI NK FENCE - PAR(M' CONC RET. WALL YAW DA W -D �- FDC - RAILROAD FLUSH RAIL - WOOD RET. WALL �- 2 SETS OF RAILROAD TRACKS BURIED BENEATH PLANTERS, DIRT, AND CONCRETE IN CORRIDOR WOOD RET. WALL - WOOD RET. WALL 0. RAILROAD FLUSH RAIL - YARD 001111-G ,. 2.25'X2.3' :;• (FULL OF WATER) ' CHANiLINK FENCE WATERLINE EASEMENT REC.NO.8109020546 METAL LANDING W/STEPS STEPS PICNIC TABLE FIRE PROTECTION VALVE FIRE PROTECTION VALVE CHANLINK FENCE gram pp SII *911PPI PI ------------- ..ilugs _ .:rte i -77 _ - _ - _ OM C" IffMaNtAm Approved by: Dote Approved by: Dote Approved by: Dote owd Date IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DINT E. SLATON CONS'lwl1 " MA AGER o P: (610) 04-01ft CEU n3-50-4623 E: 28527 �� �� S'EN CONSULTOG ENGWERS Fss/ S T E� ��► 18215 72ND AVENUE SOUTH KENT, AL E W 9W32 CONTACT: JAY GRIM, PE (425)251-6222 4c x �n I 8 ! _< I°p CID p z M M M y �n I 8 ! _< I°p CID p O oo O it y �n 8 ! _< W W Cy a r Q Q am L0 won, Q n 0 CJ w zz M cl)o w 9 SQ x W U V W RIM= 18.98' V O a O O CB -K >04 Z CB -B RIM= 18.94' STD GRATE LL w 24" CMP I.E. S=14.89' (TYPE 1) 4" PVC I.E. E=16.54' CB -CC 6" PVC I.E. W=15.94' o J a RIM= 19.35' p, �C 4" PVC I.E. W=18.15' it ccti IL cn �M 00 N � O I co t = J W -4- 00101 a� x .n U 0 00 II >A a o o � W W U W U V) 8S a a -� O O N O ul) r 0 OD N to m m m } CL U U U m a� E v 0 rn -;v i tD 00 Z to O r rn c a C .cp - CSI W) 00 2 Z oIrl - O to > a. v LZ N li MITFR FOU 1/2 SET INT) (FEI SOMH --- SIGNAL �- STREET LIGHT TRAFFIC SIGr JBOX TEL MANHOLE POWER VAULT BOLLARD (TYP.) ,----JBOX CB WATER VALVE & (2) WATER METERS R GAS VALVE TEL JBOX ► �- JBOX "PHOTO ENFORCED" RED LIGHT SIGN JBOX SIGNAL LOOP - SIGN �- STREET LIGHT W/JBOX (2) GAS VALVES - POWER VAULT GAS VALVE GAS VALVE POWER VAULT GAS VALVE (3) GAS VALVES TURN SIGN (5) FLAG POLES TRAFFIC SIGNAL POLE "'�" ROAD CENTERLINE SECTION 16TH LINE INVERT TABLES CS WRY 01%#NAM VW CB -A RIM= 18.98' STD GRATE 24" CMP I.E. NE=14.38' (TYPE 2) 30" CMP I.E. WNW=13.90' CB -K 24" CMP I.E. S=14.28' CB -B RIM= 18.94' STD GRATE 24" CMP I.E. N=14.84' (TYPE 1) 24" CMP I.E. S=14.89' (TYPE 1) 4" PVC I.E. E=16.54' CB -CC 6" PVC I.E. W=15.94' CB -C RIM= 19.35' STD GRATE 4" PVC I.E. W=18.15' (TYPE 1) 15" CMP I.E. E=16.00' CB -D RIM= 19.27' STD GRATE 24" CMP I.E. N=15.22' (TYPE 1) 24" CMP I.E. S=15.27' CB -R 6" PVC I.E. W=17.67' STD GRATE 4" PVC I.E. E=16.67' CB -E RIM=19.51' STD GRATE 24" CMP I.E. N=16.21' (TYPE 1) 18" CMP I.E. S=16.26' (TYPE 1) 6" PVC I.E. W=16.61' CB -T 4" PVC I.E. E=17.21' CB -F RIM= 19.58' STD GRATE 18" CMP I.E. N=16.68' (TYPE 1) 15" CMP I.E. S=16.68' STD GRATE 6" PVC I.E. W=16.68' (TYPE 1) 4" PVC I.E. E=16.68' CB -G RIM=22.13' STD GRATE 15" CMP I.E. N=16.73' (TYPE 1) 6" PVC I.E. W=16.63' CB -W 4" PVC I.E. E=17.13' CB -H RIM=20.64' STD GRATE 24" CMP I.E. E=16.19' (TYPE 1) 15" CMP I.E. W=16.29' CB -I RIM=20.06' STD GRATE 6" PVC I.E. E=18.20' (TYPE CB -J RIM=20.02' STD GRATE 6" PVC I.E. W=18.13' (TYPE 1) 15" CMP I.E. S=16.98' CB -K RIM= 19.86' STD GRATE 24" CMP I.E. N=15.11' (TYPE 1) 24" CMP I.E. S=15.16' STD GRATE 6" PVC I.E. E=16.71' CB -L RIM= 19.74' STD GRATE 24" CMP I.E. N=15.69' (TYPE 1) 24" CMP I.E. S=16.24' 6" PVC I.E. E=16.74' 4" PVC I.E. W=16.69' 6" PVC I.E. E=16.84' CB -M FULL OF WATER CB -N RIM=20.03' STD GRATE 24" CMP I.E. N=16.68' (TYPE 1) 15" CMP I.E. S=16.98' (TYPE 1) (2) 6" PVC I.E. E=17.13' z :A - rn ,ji Kca 4" PVC I.E. W=16.73' CB -0 RIM=20.04' STD GRATE 15" PVC I.E. N=17.34' (TYPE 1) 6" PVC I.E. E=17.34' CB -CC 4" PVC I.E. W=17.49' CB -P RIM=20.85' STD GRATE 15" CMP I.E. W=16.00' (TYPE 1) 15" CMP I.E. E=16.00' CB -Q RIM=20.37' STD GRATE 15" CMP I.E. E=16.57' (TYPE 1) 15" CMP I.E. W=16.57' CB -R RIM=20.41' STD GRATE 15" CMP I.E. E=17.21' (TYPE 1) 4" PC LE N=17.41' CB -S RIM=20.02' STD GRATE 15" CMP I.E. W=17.77' (TYPE 1) 18" CMP I.E. E=14.46' CB -T RIM=20.42' STD GRATE 15" CMP I.E. E=17.20' (TYPE 1) 15" CMP I.E. W=17.20' CB -U RIM=21.80' STD GRATE 4" D.I. I.E. S=19.80' (TYPE 1) RIM=23.45' CB -V RIM=21.98' 1.4' SQ GRATE 4" PVC I.E. S=21.28' (TYPE 1) 6" PVC I.E. S=19.60' CB -W RIM=20.25' STD GRATE 18" CMP I.E. W=15.50' (TYPE 1) 18" CMP I.E. E=15.45' CB -X RIM= 19.94' STD GRATE 18" CMP I.E. W=15.14' (TYPE 1) 18" CMP I.E. E=15.09' CB -Y RIM=20.01' STD GRATE 18" CMP I.E. E=14.76' (TYPE 1) 18" CMP I.E. W=14.76' CB -Z RIM= 19.90' STD GRATE 18" CMP I.E. E=14.30' P� S GRAB AM DM►711 CITY OF RENTON, NAVD 88 TO MY IAWovW by: Dote I•T Aplxovsed b : Dote v � 28527 C 0�' REN ON CONTROL y SFS F� � s T E�`` ANT NO. 1884 WAS HELD AWovW by: Dote S/0 . A 1. EAG FOR ELEVATION, BEING 19.488 FEET (NAVD88) 6Woted Dote q-•Z�j-/ (TYPE 1) 18" CLIP I.E. W=14.30' CB -AA RIM=20.33' STD GRATE 18" CMP I.E. W=14.28' (TYPE 1) 18" CMP I.E. S=14.28' z :A - rn ,ji Kca 18" CMP I.E. N=14.28' CB -BB RIM=20.73' STD GRATE 4" D.I. I.E. S=18.73' (TYPE 1) CB -CC RIM= 19.39' STD GRATE 24" CMP I.E. SW=14.18' (TYPE 1) 24" CMP I.E. E=14.24' (84" STRUCTURE) 4" PVC I.E. S=16.79' CB -DD RIM=19.57' STD GRATE 24" CMP I.E. SE=14.72' (TYPE 1) 24" CMP I.E. W=14.62' 4" PVC I.E. S=16.27' CB -EE RIM=19.59' STD GRATE 18" CMP I.E. E=15.14' (TYPE 1) BTM STRUCTURE=9.27' CB -FF RIM= 19.56' STD GRATE 18" CMP I.E. E=14.46' (TYPE 1 } 18" CMP I.E. W=14.46' CB -GG RIM= 19.35' STD GRATE 24" CMP I.E. S=14.25' (TYPE 1) 24" CMP I.E. E=13.70' 18" CMP I.E. W=14.25' CB -HH RIM=23.45' STD GRATE 24" CMP I.E. N =14.65' (TYPE 1) 24" CMP I.E. S=14.65' 6" PVC I.E. S=19.60' CB -II RIM=19.52' STD GRATE 30" CMP I.E. E=13.27' (TYPE 2) 24" CMP I.E. W=13.27' CB -JJ RIM=19.73' STD GRATE 30" CMP I.E. E=13.03' (TYPE 2) 30" CMP I.E. W=13.03' CB -KK RIM= 19.93' STD GRATE 36" CMP I.E. E=12.38' (TYPE 2) 30" CMP I.E. W=12.48' 8" PVC I.E. W=14.92' 24" CMP I.E. SW=12.48' CB -LL RIM=19.99' STD GRATE 36" CMP I.E. W=12.29' (TYPE 2) 36" CMP I.E. E=12.19' CB -NN RIM= 19.87' STD GRATE 24" CMP I.E. N=12.07' (TYPE 1) 24" CMP I.E. S=12.07' CB -PP RIM=20.28' STD GRATE 24" CMP I.E. N=12.23' (TYPE 1) 24" CMP I.E. S=12.33' SSMH-D 4" PVC I.E. W=15.78' CB -00 RIM=19.99' STD GRATE 24" CMP I.E. N=12.64' (TYPE 1 } 24" CMP I.E. S=12.69' 4" PVC I.E. W=15.64' RIM=20.57' 4" PVC I.E. NNW=17.49' CB -RR RIM= 19.93' STD GRATE 24" CMP I.E. N=13.23' (TYPE 1) 24" CMP I.E. S=13.18' SSMH-F 4" PVC I.E. W=15.63' CB -SS RIM=21.60' STD GRATE 6" PVC I.E. W=16.39' (TYPE 1 } 24" CMP I.E. N=13.59' 24" CMP I.E. SW=13.69' CB -TT RIM= 19.29' STD GRATE 24" CMP I.E. W=13.44' (TYPE II) 24" CMP I.E. ESE=13.44' YARD DRAIN -A RIM=20.49 4" PVC I.E. E=19.99' 4" PVC I.E. W=19.99' YARD DRAIN -B RIM=20.14' SSMH-H 4" PVC I.E. N=19.64' 4" PVC I.E. S=19.64' YARD DRAIN -C RIM=20.17' 4" PVC I.E. N=19.67' 4" PVC I.E. S=19.67' YARD DRAIN -D RIM= 19.80' 4" PNC I.E. N=19.30' 4" PVC I.E. S=19.30' YARD DRAIN -E RIM= 19.71' 4" PVC I.E. N=19.21' 4" PWC I.E. S=19.21 ' YARD DRAIN -F RIM=20.48' 4" PVC I.E. N=19.98' 4" PVC I.E. S=19.98' YARD DRAIN -G RIM=20.64' 4" PWC I.E. N=20.14' 4" PVC I.E. S=20.14' YARD DRAIN -H RIM=20.71' 4" PVC I.E. N=20.21' 4" PVC I.E. S=20.21' IKEA PAtKRTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19425 CONTACT: DOWT E. SLA70N CdM51 MTM MANAGER (610) •34-01 ft CELL 3113-50-4623 MLlSEN COMAXT00 ENGINEERS 19'2215 72ND AMENUE SOUTH KENT, WA 2 CONTACT: AY GRM, PE (425)251-6222 sw WAN Elul TAM SDMH-A RMA=19.93' 0 Gtr�N�► EMG��� i �► rt...il i OWLi i • iW7 ,- • � . Vit,! .,�. �tj D 36" CMP I.E. W=11.73' �T z 36" CMP I.E. NE=11.63' j v y -33 24" CMP I.E. S=11.73' z :A - rn ,ji Kca SDMH-B RIM =22.03' M M 36" CMP I.E. SW=11.83' `>1 36" CMP I.E. N=11.83' SDMH-C RMA=22.92' m, (84" STRUCTURE) vp14 Lkf% I 36" CMP I.E. S=12.02' I CONTROL STRUCTURE INVERTS: r't 36 CMP I.E. N=11.62 TOP OF 36" CMP=20.97 BTM STRUCTURE=9.27' N4*2, NOGATE VALVE ,y� L0001 SDMH-D RMA=21.44' 12" D.I. I.E. E=16.14' 12" D.I. I.E. N=16.24' SDMH-E RIM=21.71' 12" D.I. I.E. E=11.31' 12" D.L. I.E. S=11.31' SM Nr 0 ElWAM TAKE s SSMH-A RMA=20.22 6" PVC I.E. NE=15.02' 6" PVC I.E. NW=15.32' 8" PVC I.E. W=14.92' 0 30 f 0 120 SSMH-B RMA=20.37' 8" PVC I.E. N=13.87' 8" PVC I.E. S=13.77' SCALE= 1 SSMH-C RIM=20.97' 8" PVC I.E. N=11.37' 8" PVC I.E. E=11.17' 6" PVC I.E. W=11.32' SSMH-D RIM=20.45' 8" PVC I.E. N=15.15' 8" PVC I.E. S=14.85' SSMH-E RIM=20.57' 8" PVC I.E. N=14.12' 8" PVC I.E. S=14.02' SSMH-F RIM=21.43' 8" PVC I.E. N=11.88' 6" PVC I.E. E=11.88' 8" PVC I.E. W=11.78' SSMH-G RIM=22.36' 8" PVC I.E. S=16.06' 8" PVC I.E. NE=15.66' 6" PVC I.E. NW= 16.26' SSMH-H RIM=21.60' 8" PVC I.E. N=10.40' 8" PVC I.E. SE=10.25' SSMH-1 RIM=20.21' 8" PVC I.E. N=11.76' 8" PVC I.E. S=11.56' 6" PVC I.E. NW=12.01' SSMH-J RIM=20.81' 8" PVC I.E. N=13.01' 8" PVC I.E. S=12.91' 6" PVC I.E. W=13.11' 0 Gtr�N�► EMG��� i �► rt...il i OWLi i • iW7 ,- • � . Vit,! .,�. �tj D m Z� Q z x c y -33 3 z :A - rn ,ji Kca Uz M M M `>1 0 z G z c 3 m M o � M a � � a m, �y I I z W W w a usi a 0 z D 39 w U w Q z m 0 W U a V) w ;1;4 Z a � Q U) d a O � � i z z U 1? m V a. L;j V) ._ in 0 a p� c c FL O1DEMOLISH EXISTING PMVEIIENT AND EITHER GRM1D AND REUSE AS PER GEOTECHNICAL ENGINEERS DIRECTION OR D15POSE OF OFF-SITE AT APPROVED LOCATION O2 DEMOLISH CURB ANO DISPOSE OF OFF-SITE. <D EXISTING ELECTRICAL SERVICE AND LOT LIGHTS TO BE REMOVED, AND DISPOSED OF OFF SITE. DREMOVE EXISTING VEGETATION AND DISPOSE OF OFF-SITE. O5 EXISTING SIGN TO 9E DEMOLISHED, REMOVED AND D15POSED OF OFF-SITE. <E> DEMOLISH EXISTING CURB/GUTTER AND Dg1VEMMY APPROACH. SEE SWEETS C1.6-1, C1.6-2, C1.6-3. SEE ALSO PHASING PIANS. COORDINATE ANY ORIVEWY AND ACCESS CLOSURE WITH ADJACENT PROPERTY OwIIER. O7 MANHOLE AND W►WE FRAMES, GRATES AND COVERS TO REMAIN AND ADJUSTED TO MATCH FINISH GRADE OEX. CATCH BASIN TO REWMI. Og EX. FIRE HYD. TO BE REPLACED. SEE C1.7-4. PROVIDE FIRE DEPT ACCESS TO FIRE HYDRANTS DURIfiG DEMOLITION. 10 PLUG EX. 6" SANITARY SIDE SEWER MMMI SELECTNE DENOLITgW OF PUBLIC FRONTAGE CUNB/GUTTER AND SIDEWALKS TO BE AND REPLACED. SEE SHEETS C1.6-1, C1.6-2, C1.6-3. SEE ALSO PtMSMlG PLANS. RELOCATED TEMP CONSTRUCTION FENCE AS WORK PROGRESSES. SEE v en c"Acc a MIC 1 CONTRACTOR TO INSTALL PETER PROTECTION (TEMPORARY SILT FELE, MRAFI 100X, OR EQUIVALENT) AROUND PERIMETER OF SITE AS REQUIRED TO PREVENT SILT -LADEN RUNOFF FROM LEAVING SITE, AND AS DIRECTED BY CITY INSPECTOR. SILT FENCE SHALL BE PROVIDED ON ALL SLOPE PERIMETERS. 0 CONTRACTOR TO INSTALL TEMPORARY CATCH BASIN PROTECTION AT ALL EXISTNNG AND PROPOSED CATCH BASINS AS REQUIRED TO PREVENT SILT -LADEN WATER FROM ENTERING STORM DRAINAGE SYSTEM, AND AS DIRECTED BY CITY INSPECTOR. EXISTING STORM DRAINS AND CATCH BASINS WITHIN THE PROPERTY TO BE SELECTIVELY MOLISNLD AS CONVSTRUCTI%JM PROGRESSES. PROVtuL INITIAL SEDIMENT PROTECTION WITH CB INLET PROTECTION. PROVIDE POSITIVE STORM MATER CONVEYANCE AWAY FROM STOCKPILES, EXCAVATIONS AND WORK AREAS. SEE ALSO STORM DRAINAGE PLANS. O EX. PAVEMENTS TO BE USED AS A TEMPORARY STAGING AND STOCKPILE AREA. O TEMP CONSTRUCTION ENTRANCE AS PER DETAIL SHT CD -4 Q CONTRACTOR SHALL AS NEEDED DIRECT DISCHARGE TO STORM WATER TREATMENT - SEOMIENT POND AND/OR BAKER TANK SETTLING OR SAND FILTER AS NEEDED FOR DOE DISCHARGE REQUIREMENTS KEYNOTEmm ❑1 EX. SANITARY SEWER MA*&INE AND MANHOLES TO REMAIN. CONTRACTOR SHALL POTHOLE OR OTHERWISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR OTHER METHOD. a EX. STORM DRAIN ARID CATCH BASINS TO REMAIN. CONTRACTOR SHALL POTHOLE OR OTHERWISE FIELD VERIFY LOCATION ARID PROTECT FROM DAMAGE I Y FENCING, BARRICADE OR OTHER METHOD. �3 EX. (MATER LINE, WATER VALVES AND HYD AMTS TO REMAIN. CONTRACTOR SMALL POTHOLE OR OTS FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR OTHER METHOD. EX. UTILITY TO BE SELECTIVELY DEMOLISHED AS CONSTRUCTION PROGRESSES. CONTRACTOR SHALL COOflDftTE WITH THE OWMIERt, ENWER, FIRE DEPARTMENT TO CONFIRM NEEDS POOR TO DEMOLITION. CONTIIACTOR SHALL POTHOLE OR OTHERWISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FEMCMNG, BAIIRIC.ADE OR OTHER METHOD. EX. FRONTAGE STREET THEE M RETENTION PLANS. CONTRACTOR S 14ALL PROTECT TREE BY PLACING 6' CHAINLINK CONSTRUCTION FE BETWEEN BACK OF CURB TO EXISTING D+MP LINE WITHMV EXISTING LANDSCAPE MEDIAN. COORDINATE WITH THE CITY, OWNER, A00 LANDSCAPE ARCHITECT AS NEEDED TO CONFIRM TREE NEEDS. NOTE: DUST CONTROL MEASURES WILL BE APPLICABLE. EX. COWINED FOE PROTECTION SYSTEM BETWEEN ALLIANICE PACKAGING ARID IKEA GARAGE. WATER LINE, WATER VALVES AND HYDRAWS FOR FIRE SERVICE TO REWMI IN PLACE UNTIL OTHEMSE APPROVED BY IKEA CONSTRUCTION MIW"GER AND CITY OF NEW04. CONITRACTOR SHALL XA POTHOILE OR OTHERWISE FIELD VERIFY LOCATION AND PROTECT FROM 3 DAMAGE BY FENG"MIG, BAi1RICAQE OR OTHER METHOD. SAWCUT AND MATCH EXISTMNG AT PROPERTY LINE ui CA v Q KEYLW NOT TO SCALE W cn I - ch •r Q o D g C z < T z T i z m m ID m 0 A D 5 �. I I 1 y U -;-, ( o o o ` I - - MER -o1 LLA m° o i r a � SEPARATE SEWER CAPPING PERMIT. 10 m D � z ,� �,� �='; m M o z D � � _0 0 10 W R � r� <; D n < SEWER PER RECORD DRAAG Arm z r; o X m rn x< C/) I m o M� o X E F- a �, -r, cn NOT FOLM DURING SURVEY - o m cD m o <y <y -o -o o * x a Q y II = CAUTIOIrI!! EX. c D FIRE FIELD VERIFY. oo z o> �' o c cn > D BAKER TANiCs o M < m r N OD _ D z 3 �, �, y PROTECTION 5"TEM BETWEEN -, r -f, -v w r� -� .� .� �c C CD --i � n ALLIANCE P AND co r-� z oo rT i r ---i \ z � rn y i- 4 -< r� rTi -P r o D o K z m m �— Oo m C M � 1 1 o n m x_ ry EA GARAGE. tv V) r oo � x z CAUTK*#.! EX. COMOWD FIRE N m D M I ' E r zo cp K�"`,,, o m PROTECTION SYSTEM BETWEEN w z Z 3 E Z5 N� n PHASE 1, Z 3, AND 4 m z 0 ALLIANCE Argo o 2 o } //--�� = o Ro _, -i IKEA GARAGE > ' W= J I • u J -� o i 1 CD 0 > z RELOCATE EMSTING FUNCTIONS INTO CURRENT IKEA STORE. m r n I - J 3 �, c� g A l o z ,�; E 2 11211 u R4AS�E 2 CONSTRUCTION ENTRANCE 5 ~�`' _ ` r ; 0 cn Ln VACATE WEST IKEA CAW E MKOI NG at DEMOLISH ENTIRE BUILDING. PREPARE SITE FOR NEW 0 ♦ ♦ cn o U4 W cn 1 SEWER TO � . ♦♦� ♦ ♦ 1 �D 1 -n � r� o P�AMSE 3 � © s � Z ;� X 0 0 5 v CONSTN�ucT NEW STORE. ;° N D i i { Gt E EXISTING BUILDING TO BE DEMOLISHED � �' z � z z i P1M6E 4 —1 NEW SSE COMPLETE.r- ' I R y MOVIE OUT OF E>NiG IKEA RETAIL STORE INTO NEW IKEA RETAIL STORE. a m PfIIMIAM�#iT STORE POMM ANG AWAARLE IN AREAS OF PHAdSE 4. TEMPORARY PARKING WITHNN Pm , 2 , AREAS OF PNW 7. S. 9. AND 10 o cn Un m Alz I ­ - n C-1 Z� Lal W Y U Vf O V J a U P.: V-0 A mmpt *44- 110 N m m m r 000 0 `CN 00 E E N y.d v 0 III III f 1,4 r, t a •a T #- -v - 40 duo 40 do • I , " tATt CITY OF RENTON, NAVD 88 AWovwd by: CITY OF RENTON CONTROL Approved by: POINT NO. 1864 WAS HELD FOR ELEVATION, BEING ° by: 19.488 FEET (NAVD88) hrovul : MATCHLNE� 9EE SKEET CD -2 IKEA PROPERTY INC S. G,Q� 420 ALAN WOOD ROAD gyp, �F A S11 N, PA 19428 CONTACT: DOLT E. SLATON CONSTRUCTION MANAGER „ 610) 934-014ft CELL. 303-5+1-4623 28527 N CONSULTING ENGMIEERS S�oNa E�� 15215 72ND AIVENUE SOUTH KENT, IMA 98032 CONTACT: JAY GRUM. PE (425)251-6222 • �` .i �. .. ar. D' +" . 4 �► i . _. • r CD: 12 -)a7 O CQ N J W a c=n UCL a V) w �Z4 Z C&LOUM 1 DEMOLISH EXISTING PAVEMENT AND EITHER GRIND AND REUSE AS PER GEOTECWMCAL ENGINEERS DIRECTION OR DISPOSE1 OF OFF-SITE AT APPROVED 0 O LOCATION (D DEMOLISH CURB AND DISPOSE OF OFF-SITE. V m ,,..� a J c Q V f -- CL O 3 o a140 as CP c c c 0 FE r c o c c W W W Vl LOMC•C am pgmpl_� 1t- po 64 m m m U U U 0 N h 00 6 E H N III U'- ICN loq i� W t O } m z 0 V) w rm4ol PHASE 9 CONSTRUCTION ` ENTRANCE PROTECTIt O N CALLOW C&LOUM 1 DEMOLISH EXISTING PAVEMENT AND EITHER GRIND AND REUSE AS PER GEOTECWMCAL ENGINEERS DIRECTION OR DISPOSE1 OF OFF-SITE AT APPROVED CD CONTRACTOR TO INSTALL PERIMETER PROTECTION (TEMPORARY SILT LOCATION (D DEMOLISH CURB AND DISPOSE OF OFF-SITE. FENCE, MIRaA FI 100X, OR EQUIVALENT) AROUND PERIMETER OF SITE AS REQUIRED TO PREVENT SILT -LADEN RUNOFF FROM LEAVING SITE, m AMD AS DIRECTED BY CITY INSPECTOR. SILT FENCE SHALL 3 EXISTING ELECTRICAL SERVICE AND LOT LIGHTS TO BE REMOVED, AND DISPOSED OF OFF SITE. PROIMDED ON ALL DOWNSLOPE PERIMETERS. ~I00 01 r• CL O CONTRACTOR TO INSTALL TEMPORARY CATCH BASIN PROTECTION AT 4 REMOVE EXISTING VEGETATION AND DISPOSE OF OFF-SITE. ALL EXISTING AND PROPOSED CATCH BASAS AS REQUIRED TO PREVENT SILT -LADEN WATER FROM ENTERG STORM DRAINAGE 5 EXISTING SIGN! TO BE DEMOLISHED, REMOVED AND DISPOSED OF OFF-SITE. SYSTEM, AND AS DUCTED BY CITY INSPECTOR. i O EXISTING STORM DRAINS AND CATCH BASINS WITHIN THE PROPERTY TO BE 6 SELECTIVE DEMOLITION OF PUBLIC FRONTAGE CURDS AND SIDEWALKS TO BE AND REPLACED. SEE SHEETS C1.6-1, SELECTIVELY DEMOLISHED AS CONSTRUCTION PROGRESSES. PROVIDE INITIAL C1.6-2, C1.6-3. SEE ALSO P'HAS04G PLAINS. 7 MANHOLE MIO VALVE FRAMES, GATES AND COVERS TO REMAIN AND ADJUSTED TO MATCH F" SEDIMENT PROTECTION WITH CB INLET PROTECTION. PROVIDE POSITIVE STORM WATER CONVEYANCE AWAY FROM STOCKPILES, EXCAVATIONS AND WORK AREAS. GRADE 8 EX. CATCH BASIN TO REMAIN. ADJUST CATCH Br45M1 RIM TO FINISHED GRADE AS NECESSARY. SEE ALSO STORM DRAINAGE PLANTS. EX. PAVEMENTS TO BE USED AS A TEMPORARY STAGING AND STOCKPILE AREA. g EX. FIRE HYD. TO BE REPLACED. SEE C1.7-4. PROVIDE FOE DEPT ACCESS TO FIRE HYDRANTS DURING DEMOLITION. `.=.� TEMP CONSTRUCTION ENTRANCE AS DETAIL SHT CD -4 10 PLUG EX. 6" SANITARY SIDE SEWER Ir1AMi MATCHLINE: SEE SHEET CD -1 MATCHLINE: :B ET CD -3 " Mr. 0 CITY OF RENTON, NAVD 88 1 1 m C" WpAvolm A vovW by: Dote CITY OF RENTON CONTROL Approved by: Dote POINT NO. 1864 WAS HELD AW FOR ELEVATION, BEING °' by: Dote 19.488 FEET (NAVD88) Awovul : we GB4ffWm KM N 0 EX. SANITARY SEWER MAMNLI E AND MANHOLES TO REMAIN. CONTRACTOR SHALL POTHOLE OR OTHERWISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR OTHER METHOD. J&D2 NOT USER �3 EX. (MATER LINE, (MATER VALVES AND HYDRANTS TO REMAIN. CONTRACTOR SHALL POTHOLE OR OTHERWISE FIELD VERIFY LOCATION! AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR OTHER METHOD. 0 EX. UTILITY TO BE SELECTIVELY DEMOLISHED AS CONSTRUCTION! PROGRESSES. CONTRACTOR SHALL COORDINATE WITH THE OWNER, ENGWER, FIRE DEPARTMENT AS NEEDED TO CONFIRM NEEDS PRNCJR TO DEMOLITION. CONTRACTOR SHALL POTHOLE OR OTHERWISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR OTHER METHOD. El EX. FRONTAGE STREET TREE E RETENTION PLANS. CONTRACTOR SHALL PROTECT TREE BY PLACING 6' HIAiNi FE BETWEEN BACK 1M�AARY OF CURB TO EXISTING LIME WITHINN EXISTING LANDSCAPE MEDIAN. C100001INATE WITH THE CITY, OWNER, AND LANDSCAPE ARCHITECT AS NEEDED TO CONFIRM TREE NEEDS. NOTE: DUST CONTROL MEASURES WILL BE APPLICABLE. IKEA PRWRTY INC S . GRA 420 ALAN WOOD ROAD CONSHOHOWN, PA 19426 IN, ,A CONTACT: DOWT E. SLATON COMSIRUCTION kv^Acm $10) 8,34 -tilt; CELL 303-50--4623 28527 i�' FFG S T E��� �►�`� N CONSULTING ENGINEERS ss��NA L E 18215 72ND AVENUE SOUTH KENT, WA 98032 CONTACT: JAY GRUN, PE (425)251-6222 Q KEYNAP NOT TO SCALE i d � p W V) CffY OF FEWON C>ErARTAAENT G� rUil_IC WOFMC8 • • .� .r• • am .rw • - M�l owccnre of PU" WMS CD' Ll� 1l ii m p cn Z 0 ;? ArZ z c m uz m m D v a z c 3 1 ~I00 01 r• CL O O ATI i CENOUTION CALLOUTS 0DEMOLISH EXISTING PAVEMENT AND EITHER GRNrD AND REUSE AS PER GEOTECHMC.AL ENGINEERS DIRECTION OR DISPOSE (DYz uVOF OFF — SITE AT APPROVED LOCATION to � W 2 DEMOLISH CURB AND D1SP0W OF OFF-SITE. �•— 3 EXISTING ELECTRICAL. SERVICE AND LOT LIGHTS TO BE REMOVED, AND DIISPOSED OF OFF SITE. Q C) 4 REMOVE EXISTS VEGETATION AND DISPOSE OF OFF-SITE. LinxT � 5 r. •� E LNG SIGN TO BE DEMOLISHED, REMOVED AIS DISPOSED OF OFF—SITE. D! SELECTIVE DEMOLITION OF PUBLIC T ci> FRONTAGE CURBS AND SNDEIMW.KS TO BE AND REPLACED. SEE 0 20 40 80 SHEETS C1.6-1, C11.6-2. C11.6-3. SEE ALSO PHASMrG PLAINS. 7 MANHOLE AND VALVE FRAMES, GRATES AND COVERS TO REMAIN AND ADJUSTED TO MATCH F%SH GRADE <D EX. CATCH BASIN TO REMAIN. ADJUST CATCH BASIN RIM TO FMrSHED GRADE AS NECESSARY. o g EX. FIRE HYD. TO BE REPLACED. SEE C1.7-4. PROVIDE FIRE DEPT ACCESS TO FIRE HYDRANTS DURING DEMOLITION. 10 PLUG EX. 6 SANITARY SIDE SERER MAIN �i Z m 26 a ECTIVELY DEMOLISHED a ' S ;o 4 S E 4 r- zr-P©RTIpN OF SM. 000 7 ' C PEN M W PNM 2 K a ' 0 > z P�MA'"rE 10 U a V) zW � Q a 0 0 3 aZ ZU a C [�] M� ^ I�+�y :3 (L � CST m w v _ �:5 L�f cn aZ a C zil LJ o � a < is c c }LiW ry7LJ Y U J v J m w s, a, CN ul o CN IMmm 00 ai E i= \ a� v CP 0 W W 0 rn c a� a� c a� oo Z COC) (A (A 0 w 4) i7 N W t m O W W • O CONTRACTOR TO INSTALL PERIMETER PROTECTION (TEMPORARY SILT FENCE, ~I 100X9 OR EQUIVALENT) AROUND PERIMETER OF SITE AS REQUIRED TO PREVENT SILT -LADEN RUNOFF FROM LEAVING SITE, AND AS DIRECTED BY CIN INSPECZTERS. SILT FENCE SHALL BE PROVIDED ON ALL DOWNSLOPE PE O CONTRACTOR TO INSTALL TEMPORARY CATCH BASIN PROTECTION AT ALL EXISTING AND PROPOSED CATCH BASINS AS REQUIRED TO PREVENT SILT -LADEN WATER FROM ENTERING STORM DROWE SYSTEM, AND AS DIRECTED BY CIN INSPECTOR. EXISTING STORM DRAINS AND CATCH BASINS WITHIN THE PROPERTY TO BE OO SELECTIVELY DEMOLISHED AS CONSTRUCTION PROGRESSES. PROVIDE INITIAL SEDIMENT PROTECTION WITH CB INLET PROTECTION. PROVIDE POSITIVE STORM WATER CONVEYANCE AWAY FROM STOCKPILES, EXCAVATIONS AND WORK AREAS. SEE ALSO STORM DRAMIAGE PLANS. O EX. PAVEMENTS TO BE USED AS A TEMPORARY STAGING AND STOCKPILE AREA. O TEMP CONSTRUCTION ENTRANCE AS DETAIL SHT CD -4 MATCHLNE: SEE SHEET CD -2 cArjw CITY OF RENTON, NAVD 88 CITY OF RENTON CONTROL POINT NO. 1864 WAS FIELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) •IFMLt Approved • Ia Approved oved .. 1 , OO CONTRACTOR SHALL AS NEEDED DIRECT DISCHARGE TO STORM WATER TREATMENT - SEDMIENT POND ANO/OR BAKER TMIK SETTLING OR SAND FILTER AS NEEDED FOR DOE DISCFWi(,E REQUIREMENTS K010TEc Q EX. SANITARY SEWER MAIINILI E AND MANN MES TO REMAIL. CONTRACTOR SHALL POTHOLE OR OTHERWISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR OTHER METHOD. 0 EX. STORM DRAIN AND CATCH INNS TO REMAIN. CONTRACTOR SHALL POTHOLE OR OTHERWISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR OTHER METHOD. Q EX. (RATER UNE, 1MATER VALVES AND HYDRANTS TO AEMN N. CONTRACTOR SHALL POTHOLE OR OTHERWISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR OTHER METHOD. EX. UTILITY TO BE SELECTIVELY DEMOLISHED AS CONSTRUCTION PROGRESSES. CONTRACTOR SHALL COORDINATE WITH THE OWNER, EMGI EU, FMIE NT TO CONFO M NEEDS PRIOR TO DEMOLMON. CONTRACTOR SHALL POTHOLE OR OTHERWISE FIELD VERIFY LOCATION AND PROTECT FROM DN 6MM BY FENCING, BARRIC" OROTHER METHOD. EX. FRONTAGE STREET TREE CONTRACTOR SHALL PROTECT TREE BY PLACING "S&VTION FE MIG BETWEEN BACK OF CURB TO EXISTING LINE WITHIN EXISTING LANDSCAPE MEDIAN. COORDMIATE WITFI THE CITY, OWNER, AND LANDSCAPE ARCHITECT AS NEEDED TO CONFIRM TREE NEEDS. NOTE: DUST �CW�ROL�WA�&W�SW�ILL�REN�*Lr�.AW�E.�� rP''l S R� pE A Syl B F 020"i_5077' Fss ,'/s Tf t LONA L E� IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DGIGHT E. SLA70N calls NiC1IlIN MANAGER IO) 6.34-0�litk CELL 303-50-4623 It M E. IF N CONSULTING ENGOWERS 18215 724D AVENUE SOUTH KENT, IMA 9032 CONTACT: JAY GPM, PE (425)251-9222 l KEY%W NOT TO SCALE H W `e KOKca DIRECT DISCHARGE TO STORM WATER TREATMENT Is� _ — SEDIMENT POND AND/OR BAKER TANK SETTLING OR SAND FILTER AS NEEDED TO DEET -- _ DOE DISCHARGE REOLMEMENTS -T n CITY OF RENTON E>EPARTAAENT OF F0LANK_ic woks � rWVi► i r �►V 4mw is m i � D 8 H C o17 a T (]] Q � o� Z 7 � x m r U: " f++ Jl Z Z m D 0 z c� z c 3 to m O > T '9rn LA of �> aZ � CDz C m _ CL CD 00 r O m z m m 0 i � D 8 H C o17 a T (]] Q � o� Z 7 � x m r U: " f++ Jl Z Z m D 0 z c� z c 3 to m LA of �> O I� a � CDz C CL CD 00 r O W_j 0 U 0 z m 0 w Q a cn cr W Q a W Q U V) 0 CL V Q PL4z O 0 3 >04 Z U d Q, .c is C_ C _0 FL O s W 1. o W 0 POST SIGN WITH F1AME AND PH ONE NUMBER OF ESC SUPERIASOR (MAY BE 40 CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). ON (CONTKW) FLAG OR FENCE CLEARING LINTS. INSTALL TREE PROTECTION. t=!1 W 5. W U 6. ii (CONT"im) cn x N GRADE AND STABILIZE CONSTRUCTION ROADS. 0: a. CONSTRUCT SURFACE (MATER CONTROLS (INTERCEPTOR DIKES, PSE SLOPE 1-1 2 Tb 2-1/2 DRAINS, ETC.) SINIULTANNEOUSLY WITH CLEARNG AND GRADING FOR PROJECT USE WNERE THE MNULCHIMG EF'F'ECT IS TO BE IMIAMINTANMED FOR LESS DEVELOPMENT. 1. CLEARING LIMITS: MAINTAIN EROSION CONTROL. MEASURES IN ACCORDANCE WITH APPENDIX D 85 OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S THAN! 3 MONTHS. ANCHOR BY CAI MM PING, COVEVANG WITH NETTING RECOMMENDATIONS. A. PRIOR TO ANY SITE CLEARING OR GRADING, AREAS TO REMAIN 4. RNM� PETER PAOTECTiON: THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL 90 IS ALWAYS IN ACCOFlDWE WITH THE CITY'S EROSION AND SEDIMENT INNDISTUR111111ED DURING PROJECT CONSTRUCTION SHALL BE DELINEATED. AT A M0dMUM, CLEARING LMMT DELINEATION A. PERIIIETER PROTECTION TO FILTER SEDIMENT FOR SHEETWASH 7. SURFACE WATER CONTROL: OFLOW iT :0 6 -IML .r FLAGGING SENILE BE PROVIDED AT THE EDGES OF ALL ,ci SHALL BE LOCATED DOWNSLOPE OF ALL DISTUABED MEAS AND SEED OR SOD ANY AREAS TO REMAIN UNWMED FOR MORE THAN 30 DAYS. m a SENSITIVE AREA, BUFFERS. STAB LIZED AND BMPs' REMOVED IF E. PROPERLY INSTALLED PRIOR! TO UPSLOPE GRADING. A. SURFACE WATER CONTROLS AAE REQUIRED UNLESS NO OFF-SITE V r� ����� �� �L� USE ON STEEP SLOPE'S GREATER THAN 2:1 IN AODIlTION Z. KEEP THE GROUND COVERED: B. 50 LINEAR! FEET OF SILT FENCE PER ACRE AND THE NECESSARY DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. AT �. , �1 ED�IvaLErlr TO ATTACH FASWCTOPOWS, .. STAI(ES TO HOLD THE FENCE IN PUKE SHALL BE STORIED ON S. SENSITIVE ARIEA RlESTRICTIONS. BLANKET ,'� �`� A. MNMNIMMZE THE AMOUNT OF EXISTING VEGETATION THAT YOU SITE. � � 25-30 LBS., 1000-1 S00L.S5 Ste.UWED CELLULOSE (PARTIALLY COWAN GROWTH MUST DISTURB FOR CONSTRUCTION. KEEP OFF SENSITIVE AREAE 5. TIIAf'FiC AREA STMILIZAI'IiOiN. A. PHASIMIG AND MORE CONSERVATIVE BEST MANAGEMENT PRACTICES FIERS) AND THEIR BUFFERS. WOOD FIBER APPLIED (BIRD'S) MUST BE EVALUATED FOR CONSTRUCTION A+CTMTIES USE 90 GAL/ACRE TACKM FOR STEEP SLOPES LESS THAN WITH HVIDPOSEE01RNG ACHE; 2:1; 120 GAL/ACRE FOR STEEPER THAN 2:1 OR ALONE UNSURFACED DRIVEWAY ENTRANCES. ACCESS ROADS AND PARKINGNEAR SUAFAMcE WATER'S.. BARK CHIPS . OF 2 IN. DEPTH DO NOT USE ON SLOPES STEEPER THAN 6% WOOD CHIPS TWAT WIN 12LBS B. ALL DISTURIBED AREAS SHALL BE COVERED ANO/OR MULCHEDA. WITFNN 12 HOURS, IF THEY ARE TO ME"UNWOWED FOR . OF 2 IN. DEPTH AREAS USED BY CONSTRUCTION TRAFFIC WILL BE STAlMLLZED PREVENT 9. MAINTENANCE REQUIREMENTS: WfOGEN Fq!" %JZ'ER/TON HYDROSEED USE MIN( RE ADM USE DOT SLOPE MMX FOR STEEP SLOPES. MOPE THAN 7 DAYS FROM MAY 1ST TO SEPTEMIBER 3M. TO MINIMIZE EROSION AND TRACKING MUD. DURING THE MONTMS OF OCTO�R 1ST THROUGH APRIL 30TH, B. STAWL.IZ'ED COINSTRUCTION ENTRANCES ANCES WILL BE INSTALLED AS A. LARGE PROJECTS WITHN IN SENSITIVE AREAS MAY BE - D15TUABED WAS MUST BE COWERED OR MULCHED IF LEFT THE FIRST STEP OF CLEARING ANDGRADING. REQUIRED BY THE CITY TO HAW A DESIGNATED ESC UNWORKED WITHIN 2 DAYSSUPERVISOR WHO WILL BE RESPONSIBLE FOR ESC REVIEW, C. CONSTRUCTION ENTRANCES WILL BE SET UP SO THAT ALL VAIN ENIMNCE AND COMIPLMMINCE. �-- C. ACCEPTED MULCH MATERIAL INCLUDES STRAW, WOOD FIBER AND G A� IS REQUIRED TO TRAVEL THE B. W MAX�s W TROWH CELLULOSE. ENTIRE LENGTH OF ESC WILL. BE INSPECTED A MINIMUM OF ONCE A WEEK DURING THE AND Ll WET SEASON OTNII 24 FOURS OF SIGNWICA NT &ACk-ffA. TWOMH;VAM D. AREAS NOT BEING WOWED FOR 30 DAYS OR MORE SHALL BE D. ROADS AND PAWING AREAS WILL BE STABILLZED IMMEDIATELY STORMS (.5 INCHES/24 HOUR, OR WHERE RUN-OFF IS T Si'MAY w� VEGETATED, UNLESS THE CITY DETERMINES THAT WINTER WEATHER MAKES VEGETATION ESTAKOWNT INFEASSI.E. IF AFTER THE INITIAL GRADING. GENERATED). THIS IS THE CASE, IT MUST STILL BE MORE PERIMAANEWXY E.T CONSTRUC ION ENTRANCES WILL BE STABILIZED WHEREVER C. THE ESC SUPERVI4" MUST BE AVAILAKE, 24 HOURS, FOR STANLIZED, USING METHODS SUCH AS BONDED FLIER MAT'RIXR1AP 1"RAF'F"IC WILL BE LEAAIMNG A CONSTRUCTION SITE AND ID RESPONSE TO ESC PROBLEMS AND EMERGENCIES. OR OTHER MORE STAKE BMP'S. TRMIEL I NG ON PAAVED ROADS OR OTHER PAINED AREAS WITHIN 1,000 FEET OF THE SITE. D. A 24-HOUR 1PHONE F NLJIIBER OR THE ESC SUPERVISOR WILL BE E. SLOPES AND STOCKPILES 3H:1 V OR STEEPER AND MORE THAN POSTED IN A CLEARLY VISIBLE LOCATION ON THE PROJECT 10 FEET OF VERT'IM RELIEF SHALL BE COWERED IF THEY ARE F. ANY SEDMMNENT THAT IS TRACKED ONTO PgAIMEMENT WILL BE SITE. UINWOAKED FOR MORE THAN 12 HOURS. REMOVED IMMMIEDATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABN.IZED 10. FINAL, ST TKRs: PRIOR 0 FINAL CONSTRUCTION APPgOMAL, F. ALL AREAS NOT BEING WORKED PRIOR TO OCTOBER 1, ARID ARE BEING SEEDED, SHALL BE SEEDED BY SEPTEMBER 23. ON-SITE. THE FOLLOWING MUST BE MET: 1, CoNo"WoF USE MULCHING IS REQUIRED TO PROTECT ALL SEEDED AREAS UNTIL G. IF NON -VICTOR TYKE SWEEPERS ARE USED, THE DEPOSITION OF A. ALL DISTURBED AREAS OF THE SITE Will BE VEGETATED OR AN ADEQUATE GROWTH IS ESTABLISHED. OTHERWISE PERMANENTLY STABILIZED; THESE SWEEPERS MUST BE AEIIOWED FROM SIDEWALKS AND..>E.T:ICM 1.1. Sit TF NM Y . �M� M�O� M� OF M STEM A . , kIMrP�NNI> M IPtP TT»MMT,1�►t.so M.4wWt, GUTTERS. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE �` 00WE +tMIM R-oW MMT � C +'EM -T -MRO", � � dM `,$Y-� K�rKr� �. G. AREAS THAT ARE BEING HYDRO SEEDED SHALL HANE A REMOVED OR STABILIZED ON -SLATE. B. STRUCTURAL MEASURES SUCH AS SILT FENCE, SLOPE DRAINS, TACKN'IER MIXED INTO THE HYDRO SEEP TO HELP STABILIZE ETC. WILL BE REMOVED FROM SITE; �. WSW � °�n�M y rs MIXTURE ONTO THE SON.. H. THE PMNEMENT SN�ALL NOT BE CLEANED BY WASHING STREETS. z• r EXT � NW � THE S ` USS' SELM�. . A C OF T +tWM= �'A F C. ALL PERMANENT SURFACE (MATER FACILITIES INCLUDING CATCH AVAKAKE ON SITE.; H. ENOUGH COWER MATERIAL TO SUFFICIENTLY PROTECT ALL 6, SEDIMENT RETENTION: BASINS, PIPES, ETC. WILL BE CLEANED; � DISTURBED AREAS SHALL BE STOCKPILED ON THE SITE AT THE wam1p~mily f4woml "V14flow BEGINNING Of THE WET SEASON.D. A. SEDIMENT RIETENTION IS REQUIRED UNLESS NO OFF-SITE ANY OFF-SITE CATCH BASINS THAT REQUIRED PROTECTION WILL l.Tmrcf`STJ"C ("-€�,a DISCHIARGEIS AWICIPATED FOR THE SPECIFIED DESMGN FLOW. ALSO BE CLEANED•, ARF? 3. DUST CONTROL: B. SEDIIMEMNT RIETENTION FACILITIES WILL BE INSTALLED BEFORE E. ONLY INFRASTRUCTURE OF THE SITE HAS BEEN A. T I T DUST S 0 BE CONTROLLED ON THE CONSTRUCTION SITE. DEVELOPEDF SUCH SNORT PLATS AND StjBtO1MISIONS, WITH ZZ +' � � TH F� �� � � SE T :� � _H aF � . v ��t c� M�Uq& BUILDING CONSTRUCTION TO OCCUR UNDER A DIFFERENT A�'� � .� � "�� � .� 2. 3,d�t�MMM M� � M�#N�TA�L..M;� THE ��. �t.�. '�� TM�Y B. NATER TRUCK MIMRLL BE USED TO CONTROL DUST ON DIRT/GRADED C. N' SEDMM�NT RETEMITION FAMdLIT1E5 NEED TO BE REMNOWED T T PERMIT, HEN HE SENSITIVE AAFJ► BUFFERS, TRACTS, ANO C � '. . �_� � ANS � � TA�rc�L�+t l�Ms�+cFTWI�T Fe�c AREAS ONLY. FOR GAAtONMNG, ADDITIONAL PONDS/TRAPS/SYSTEMS TO SETBACKS WILL BE CLEARLY MARKED. � � . t .��M a> s � r 4t�.c WK" 0 arc uwr�� � 11 MSE C. H0 SITE RUN OFF IS TO BE GENERATED BY OVER USE OF OMMODATE STORAIM CAPACITY NEED TO BE INSTALLED ON SITE. THIS WILL BE DOW PRIOR TO REMOVAL OF EXISTING CITY OF RENTON. DEVELOPMENT SERVICES STAFF IS AVAILABLE TO I11MNN51MER TES STAB WATERING. FACILITY.ANYQUESTIONS YOU MAY HAW MQUT EROSION AND SEDIMENT CONTROL AND ,�,n� �.�. ;f .4KAL„ BE RE� � �K E": WET SfABILIZAT'ION MEASURES FOR PERMITTED ACTIVITIES IN THE. IF'Mi�rtc.rM �Y � A,� nw + pari D. CONTROLLING DUST ON PANED ROADWAYS WILL BE DONE BY THE CITY OF RENTON. PLEASE CALL 425-430- 7380. Cf THE N ��;CH, FIRAT t _.40W r►� & L 1e� � pI�H+ct ft s6 Aft A ASAL AM � USE OF A SWEEPER WITH WATER -,JET SPRAYERS. NO RUN OFF FROM SPRAYERS SHALL REACH THE CATCH 8AI'SINS. �_ j_"A � o s W 1. o W 0 POST SIGN WITH F1AME AND PH ONE NUMBER OF ESC SUPERIASOR (MAY BE 40 CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). Y FLAG OR FENCE CLEARING LINTS. INSTALL TREE PROTECTION. t=!1 Div 5. W U 6. ii O'- cn S. GRADE AND STABILIZE CONSTRUCTION ROADS. 0: a. CONSTRUCT SURFACE (MATER CONTROLS (INTERCEPTOR DIKES, PSE SLOPE 1-1 2 Tb 2-1/2 DRAINS, ETC.) SINIULTANNEOUSLY WITH CLEARNG AND GRADING FOR PROJECT USE WNERE THE MNULCHIMG EF'F'ECT IS TO BE IMIAMINTANMED FOR LESS DEVELOPMENT. 10. MAINTAIN EROSION CONTROL. MEASURES IN ACCORDANCE WITH APPENDIX D 85 OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S THAN! 3 MONTHS. ANCHOR BY CAI MM PING, COVEVANG WITH NETTING RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO 10 THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL 90 IS ALWAYS IN ACCOFlDWE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL MEAS THAT WILL BE UNNMIiORKED FOR MORE THAN SEVEN DAYS OFLOW iT :0 6 -IML .r co ,ci 14. SEED OR SOD ANY AREAS TO REMAIN UNWMED FOR MORE THAN 30 DAYS. m a DMIECTRONS. OVERLAP EDGES. STAB LIZED AND BMPs' REMOVED IF E. � U. V u_ USE ON STEEP SLOPE'S GREATER THAN 2:1 IN AODIlTION STRAIN BLAWET Mm W r TO HIVADROSEED OR 1000 FSR WITH TACKIFIER. SYNTHETIC FIBER BLANKET W (MOOD FINER � � 25-30 LBS., 1000-1 S00L.S5 IF USED ON C1M1hCAL AREAS. OR STEEP SLMS, tOOtJBLE THE CELLULOSE (PARTIALLY COWAN GROWTH NORMAL APPLICATION RATE. APPLY W/WMROMULCHER. NO DIGESTED WOOD FACTORS TIE- DOWIN REQUIRED. FIERS) WOOD FIBER APPLIED o s W 1. o W 0 POST SIGN WITH F1AME AND PH ONE NUMBER OF ESC SUPERIASOR (MAY BE 40 CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). Y FLAG OR FENCE CLEARING LINTS. INSTALL TREE PROTECTION. t=!1 IIS�II O 5. W U 6. ii c cn S. GRADE AND STABILIZE CONSTRUCTION ROADS. 0: a. CONSTRUCT SURFACE (MATER CONTROLS (INTERCEPTOR DIKES, PSE SLOPE 1-1 2 Tb 2-1/2 DRAINS, ETC.) SINIULTANNEOUSLY WITH CLEARNG AND GRADING FOR PROJECT USE WNERE THE MNULCHIMG EF'F'ECT IS TO BE IMIAMINTANMED FOR LESS DEVELOPMENT. 10. MAINTAIN EROSION CONTROL. MEASURES IN ACCORDANCE WITH APPENDIX D 85 OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S THAN! 3 MONTHS. ANCHOR BY CAI MM PING, COVEVANG WITH NETTING RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO 10 THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL 90 IS ALWAYS IN ACCOFlDWE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL MEAS THAT WILL BE UNNMIiORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH 6 -IML .r co ,ci 14. SEED OR SOD ANY AREAS TO REMAIN UNWMED FOR MORE THAN 30 DAYS. m UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE DMIECTRONS. OVERLAP EDGES. STAB LIZED AND BMPs' REMOVED IF E. � U. u_ USE ON STEEP SLOPE'S GREATER THAN 2:1 IN AODIlTION STRAIN BLAWET Mm 000 TO HIVADROSEED OR 1000 FSR WITH TACKIFIER. SYNTHETIC FIBER Z 0 W w N M ci Z 2 Z 66407 N� (A w Mo. PUS atoje PUSUC WORKS' D j"H 2008 V CMMMM( MATERIAL 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH F1AME AND PH ONE NUMBER OF ESC SUPERIASOR (MAY BE 40 CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LINTS. INSTALL TREE PROTECTION. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARMIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. S. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE (MATER CONTROLS (INTERCEPTOR DIKES, PSE SLOPE 1-1 2 Tb 2-1/2 DRAINS, ETC.) SINIULTANNEOUSLY WITH CLEARNG AND GRADING FOR PROJECT USE WNERE THE MNULCHIMG EF'F'ECT IS TO BE IMIAMINTANMED FOR LESS DEVELOPMENT. 10. MAINTAIN EROSION CONTROL. MEASURES IN ACCORDANCE WITH APPENDIX D 85 OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S THAN! 3 MONTHS. ANCHOR BY CAI MM PING, COVEVANG WITH NETTING RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO 10 THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL 90 IS ALWAYS IN ACCOFlDWE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL MEAS THAT WILL BE UNNMIiORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH 6 -IML STRAW, WOOD FIBER MULCH, COMPOST. PLASTIC SHEETING OR EQUNAWIALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWMED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE DMIECTRONS. OVERLAP EDGES. STAB LIZED AND BMPs' REMOVED IF E. PIM 214.08 # PBS. WORKS Y MK MATERIAL x WE04T x PURITY x GEft"T10N►N CHEWIVGS OR RED FESCUE 40 98 90 FESTUCA RUBRA VAR. COMMUTATA OR 9 CU YDS 3 INCHES FOR SHORT SLOPES AND AROUND WOODY PUNTS & OAMMA X,.,.LS FESTUCA RUBRA SIZE i ANNUAL OR PERENNIAL RYE 40 98 90 LOLIUM MULTIFLORUM OR LOLIUM PERENNE 1-1 2 Tb 2-1/2 MISONI JMi OF 2 IN USE WNERE THE MNULCHIMG EF'F'ECT IS TO BE IMIAMINTANMED FOR LESS REDTOP OR COLONIAL BENTGRASS 10 92 85 AGROSTIS ALBA OR AGROSTIS TENUIS THAN! 3 MONTHS. ANCHOR BY CAI MM PING, COVEVANG WITH NETTING MATERIAL WHITE DUTCH CLOVER TRIFOLIUM REPENS 10 98 90 DrA7W CITY OF RENTON, NAVD 88 AWov*d by: FML AA E wk - CITY OFF RENTON CONTROL AWovod by: POINT NO. 1864 WAS HELD FOR ELEVATION, BEING °"� by: 19.488 FEET (NAVD88) 16WOvod : NCM - ADDITIONAL EROSION CONTROL MIE/15URES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF RENTON INSPECTOR. LAAU ^B ANW& "J,& 4CTIM M.TEff"TfVffi AMi TM 1 J C K W mBM 1� C,FMNEL, SLAG, OR WANED, 3/4--l-1/2' 9 CU YDS 3 INCHES FOR SHORT SLOPES AND AROUND WOODY PUNTS & OAMMA X,.,.LS CRUSHED STONE SIZE i USE WHERE SUIINIECT TO FOOT TRAFIC. AIWOK. 2000 LRS/CU YD. DI D, FREE FROM 75 -IMM M OR 1-1 2 Tb 2-1/2 MISONI JMi OF 2 IN USE WNERE THE MNULCHIMG EF'F'ECT IS TO BE IMIAMINTANMED FOR LESS HAY OR STRAW SEEDS M 2-3 SALES Olt 90-120 DEPTH, GREATER ON THAN! 3 MONTHS. ANCHOR BY CAI MM PING, COVEVANG WITH NETTING MATERIAL STEEP AREAS OR NEAR SP%kVMNG WH TACM VER ANO/OR KEPT MOIST. PROTECTED MEAS) PLASTIC SHEETING 6 -IML ANCHIOR WITH SA ND04S OR TIMES ON 10 -FOOT GRID IN ALL DMIECTRONS. OVERLAP EDGES. ,LUTE MAT, WMOiVEN N/A N/A USE ON STEEP SLOPE'S GREATER THAN 2:1 IN AODIlTION STRAIN BLAWET TO HIVADROSEED OR 1000 FSR WITH TACKIFIER. SYNTHETIC FIBER BLANKET (MOOD FINER GREEN SHOULD 25-30 LBS., 1000-1 S00L.S5 IF USED ON C1M1hCAL AREAS. OR STEEP SLMS, tOOtJBLE THE CELLULOSE (PARTIALLY COWAN GROWTH NORMAL APPLICATION RATE. APPLY W/WMROMULCHER. NO DIGESTED WOOD FACTORS TIE- DOWIN REQUIRED. FIERS) WOOD FIBER APPLIED 115 TONS PER USE 90 GAL/ACRE TACKM FOR STEEP SLOPES LESS THAN WITH HVIDPOSEE01RNG ACHE; 2:1; 120 GAL/ACRE FOR STEEPER THAN 2:1 OR ALONE BARK CHIPS . OF 2 IN. DEPTH DO NOT USE ON SLOPES STEEPER THAN 6% WOOD CHIPS TWAT WIN 12LBS . OF 2 IN. DEPTH DO NOT USE ON SLOPES STEEPER THAN 15X (HOG FUEL) WfOGEN Fq!" %JZ'ER/TON HYDROSEED USE MIN( RE ADM USE DOT SLOPE MMX FOR STEEP SLOPES. S. �P pE Sy, e<9 # A 0 -0, 9527 S�ONA L E �- za- X�$- IKEA PROPERTY INC 420 ALAN WOOD ROAD EN, PA 19428 CONTACT: DWIG IT E. SLATtON CtONS1FNI Y M MANAGER P- (610) 934 -sift t:ELL 30-50-4123 N CONSULTING ENGINEERS 19215 72ND AVENUE SOUTH KENT, WA 99032 COWACT: JAY GRU88, PE (425)251-6222 r . r • � r � � i i �i er�rz 377-tN�i00"k Lo co Lo r 0 N CD E ami v 0 vn 3 N 0 po 00rn c a� c r_ to ro 00 (D cn 0 0 co i ai LZ { TM 1 J C K W z c 7 T T ►� ^r z m m I i 0 a a z G) z c 3 m m a, o� D ~ T T ►� 000 T l a HEAVY DUTY 7 3 CONCRETE PCC SW r.i.wi. - - - - - - - �IC�,C�C"iC+iG�R�G"LzC•,'�•�,Cx^,L ��.-�•.....,d®-•e.-,v.•�.m-:��w....,..-.."w.-.�"..-...i..� - .,.. W 10 - EL AA•- PC .e • 01 _ J °' La. p � Z W w f+�wr Durr ASPHALT HEAVY Durr ASPHALT HEAVY DUTY , CONCRETE `. FCC HEAVY purr 7 CONCRETE \.— d W�� Addk adiaa dei P! HdiF #dd W 1 IWL «W Nas akwH*•� kRR idles! 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Rax%Pfl$ii%OAROYE PA ! ax AdR RRA AA da PR .dip Oxxw Adw Axx dHiAaw fl Rdx RRm RRd i HP ddF ddak kHxx«« Hex «ARaxx RAOO#x wAAP a + "r" "�" + 1 "�" '�' + ^F' '•�" • F!!md ax ixxmffi R A� k « wax wffiwHa dtl ,$aka###wRw $a kRH •#Ha1� rRk rRd kNaFai %r R$biiH 8 admi dPO Aii aaa diirx $R 9°8is kPEI a a. RR - rw#d iH#aRarr%A ddi PF l a Hxdi %alae PA c.l Aa axe»Ni Pli Riia Ra aii kk#axdkkk aRx akd HYffi%aaadNffi adAYd i♦«li«k0 aii%»#mi iHPa ad»»#RaxWO + + + °F °� t iE PPl adPO RmE FP!lidi «d d . b. . • Ilk d d i#II iuHaiY T 9 � i i PA;-AG PLAN 1=1 vKEA .. .� F,�.,w P,I.R.R i. i r � i • CD.' R-, 3a'`�� 11 o� a 1 IWL tA 0 -, �or O m � y� , I r �M IN � r II I r �N MM N NI I k � N r � fff I� I�k u. r 1 II II I�M t I IMI l ��M'M 1 Ij t I { I� ♦ .. II 1 was MEN mmw sm" T 9 � i i PA;-AG PLAN 1=1 vKEA .. .� F,�.,w P,I.R.R i. i r � i • CD.' R-, 3a'`�� 11 o� a m i�, M 0 -, �or O m � y� , I R930 ffm �UTCN�- mommon" c ME EXISTING CURB 1 RETAIL BUILDING PER ARCHITECTURAL DRAWINGS 1 ORM 0A QUALITY VAUET ETS C 1.5-1 ANO C .5- 2 ALCSE � PROPOSED CURB CS 1,CS2 AND C53 DRAIPNGS -" PROPOSED LOT PARCEL LINE a N / 2 TRASH COMPACTOR PER ARCHITECTURAL. DRAW04GS NOT USED NL Le 17-7-77-7-%'. ,ra. PROPOSED LIGHT DUTY ASPHALT PAVEMENT 3 REFUSE AND FENCED/SCREENED RECYCLING AREA 13 CART RETURN (RIOT COtJNTEp AS PARKING STALL) (1090 SQ. FT. GROSS) PER ARCHITECTURAL DAA�MiGS - PROPOSED HEAVY ASPHALT PAVEMENT 4 TRANSFORMER PER ELECTRICAL DRAWINGS4 STOP MR PER DETAIL 2/C2.3. RI STOP SIGN PER MUTCD. SIGN INSTALLATION Lo AS PER CITY STD. PLANS G009, G010. EXISTING CONCRETE PAVEMENT C> GENERATOR PER ELECTRICAL DRAWINGS 15 PEOESTWAN PATHMY/SIOEMLK SEE SHEET C1.1 AND PER DETAIL 2/C2.1 0 20 40 SO ° a PROPOSED CONCRETE PAVEMENT 6 DIRECTIONAL ARROW PER DETAIL 3/C2.3 16 PAiiKMiG LOT LIGHT PER ELECTRIC& SITE PLAN DRAWW E002. PROPOSED GRAVEL ACCESS ROAD 7 LANDSCAPING. SEE LANDSCAPE AND IRRIGATION PLAITS (2) - 53' LONG X (8'-51 8.42' CENTER - CENTER 5" WIDE TFALER STRIPE FOR DETAILS. PAMi'TEQ IN TOWF'IC YELLOW. CENTER ON TRUCK STALL - TYPCAL OF 10. 'Q PARKING STALL - PAINTED WHITE STRIPES 9X20 TYPA 4 6 FT. WOE SIDEIMAI.K AS PER DETAILS 2, 4 AND 10 SHEET C2.1 g CHAIN LINK FENCE WITH MESH AS PER ARCHITECTUAL OAAMNNGS 1 g FRONTAGE SIt'aEEWK WROVEIrIENTS. SEE SHEETS C1.6-1, C1.6-2, C1.6-3. 0 DOCK HEIGHT LOADING FRONTAGE LUMIINAIIIE AS PER FRONTAGE ILLUMINATION PLANS SHEETS 1-9. 0 z O 9 Ln w U V w �mo Z U) a o o 3 C5 Z y x: rn H� 11J I.L. W ll� •� U NO C) b •' O a L) c F- 0 J c o 1N O 0 W Y U 0 C5 �a y x: rn H� 11J C mtl� ll� O rz m NO C) b m d L) -1) -31 --j I in v- In v- In .- LaJ m d ~ 0 .� cC 60 ,,0 m m LL - 000 o 0 V U N rn a; E Q 0 Cp 3 Q I n 00to v N M m z 0 w w - A m cArtim CITY OF RENTON, NAVD 88 Approved by: CITY OF RENTON CONTROL Approved by: POINT NO. 1854 WAS HELD Approved by: FOUR ELEVATION, BEING 19.458 FEET (NAVD88) oval : MATCHL • SEE SET C1.3-2 70 CITY !1% NDA� Dote Date Dote Dote 00 l��F Asy�♦BB 2852 7 Fssl oka E. sp• INC 420 ALAN (MOOD ROAD CONSHONOWN, PA 19428 CMACT: DUOS T E. SLATON t]owyawim MIA#&#AER P. (00) 834-0'1 ft CELL M-540-4623 E• N CONSULTMIG ENGINEERS 18215 72ND ^fNI E SOUTH RENT, IMA 98032 CONTACT: JAY GMM, PE (425)251-6222 KEYWW NOT TO SCALE i i i i e 9 � i i 1 i 1 ap a i 1 �k ih.. . T K . EXI? Y APPROACH r SEE SHEETS C1.6-1 I i! iA t �N t 1 I ! i E E � t i 20' AL. EASEMENT RE 405014 i i 1 g 15' i EASEMENT REC.N0.79030i011124 do UTEIIL.INE EASEMENT r }j i" fr. m.1 n,,.. " 12' EX FC -ROAM I C5 �a y x: rn H� 11J C z rm ll� O rz m NO C) b m D I C5 �a O .� T C H� 11J 4 1SCD ll� O y :13 NO C) b w y V) L;j U Q a N Ir 44 Z CL V D U) a 0 L 0 >N4 Z z z G• EM04w ~ a N... Q F- W Y 3 m 0 d STALLS) c 'c r 1 ! I 3 O c v a o ^� �^ LIC �N Mir' " . • _,;• PSR CRAWL ACCESS ROAD 15' POWER EASEMENT REC.NO.7903060824 & WATERLINE EASEMENT REC.140.8109020546 tLOOE EASEMENT i REC.NO 81� 270722 r r i rr r ( 4 r r r� i . r r r r0 r r i ' 205 r � rr r � rr rr rte rr rd r ( E rr � rtE it r r E re 10' r r wr I r E - ( r,► tJ r 4 i r a 4 r k r 1 i r 4r r ! —TA_, �r 48' EX ROW If , TO CENTERLINE sa �r i r� 0 r k rj r r rr ig 'r 211 it 10' CAS EASEMENT REC.NO.20110 8 010008©0 m 0 91TE 80*3)ULE yQ 0 V" o� Q 0 RETAIL BUILDING PER ARCHITECTURAL DRAWINGSO9 z G• NOT USED Q3 OELECTRIC VEHICLE PARKING/CHARGING STATIONS (6�� TOTAL W Y ppCK HEIGHT LOADING 7[ Ti STALLS) r 1 ! I 3 O 28 - FAIMIY FRIENDLY PARKMIG STALLS WITH FAINLY 11 4" WIDE PAINTED WHITE STRIPES AT 2' O.C., (45' � M ANGLE) O EVR-GREEW 4000 ELECTRIC VEHICLE CHARGMIG STATION � 2 0- m U c c� 7 Lf) 7 O6 DIRECTIONAL MROW AS PER DETAIL 3/C2.3 � 4BICYCLE In 17 In V7 In 7 �5 PEDESTRIAN PATHWAY/SIDEWALK SEE SHEET C1.1 AND PER W FOR DETAILS. X. ~ � 0 � 6 PARIONG SOT LIGHT PER ELECTRICAL SITE PLAN DRAWING E002 O*10100 N m (m m Lo U U U m C) N E v 0 3 "O Q Z O M 40 V) c� C N M z toM 00 cn ti N M Mir' " . • _,;• PSR CRAWL ACCESS ROAD 15' POWER EASEMENT REC.NO.7903060824 & WATERLINE EASEMENT REC.140.8109020546 tLOOE EASEMENT i REC.NO 81� 270722 r r i rr r ( 4 r r r� i . r r r r0 r r i ' 205 r � rr r � rr rr rte rr rd r ( E rr � rtE it r r E re 10' r r wr I r E - ( r,► tJ r 4 i r a 4 r k r 1 i r 4r r ! —TA_, �r 48' EX ROW If , TO CENTERLINE sa �r i r� 0 r k rj r r rr ig 'r 211 it 10' CAS EASEMENT REC.NO.20110 8 010008©0 m 0 91TE 80*3)ULE V" o� O1 RETAIL BUILDING PER ARCHITECTURAL DRAWINGSO9 z G• NOT USED Q3 OELECTRIC VEHICLE PARKING/CHARGING STATIONS (6�� TOTAL v a. < ppCK HEIGHT LOADING 7[ Ti STALLS) r 1 ! I 3 O 28 - FAIMIY FRIENDLY PARKMIG STALLS WITH FAINLY 11 4" WIDE PAINTED WHITE STRIPES AT 2' O.C., (45' � PARKING SYMBOL AS PER DETAIL 1 /C2.3 ANGLE) O EVR-GREEW 4000 ELECTRIC VEHICLE CHARGMIG STATION � 2 4" WIDE PAINTED WHITE STRIPES AT 2' O.C., PEDESTRIAN CROSSING OBOLlARO AND ACCESSIBLE SIGIWGE AS PER DETAIL 6/C2.3 �3 CART RETURN (NOT COUNTED AS PARKING STALL) O6 DIRECTIONAL MROW AS PER DETAIL 3/C2.3 � 4BICYCLE RACK (27 RACKS) - 54 STALLS AS PER DETAIL 11/C2.1 O7 LANDSCAPING. SEE LANDSCAPE AND IfiPtIGAT10N PLANS �5 PEDESTRIAN PATHWAY/SIDEWALK SEE SHEET C1.1 AND PER FOR DETAILS. DETAIL 2/C2.1 8O PAiiKMIC STALL 9'X20' -PLANTED WFHTE STRIPES TYPICAL � 6 PARIONG SOT LIGHT PER ELECTRICAL SITE PLAN DRAWING E002 FH 9b 4 4-* SADW' OVEI -J" 4 ?D NN 4 cr 'pI 0!04 A N 17 HANDICAPPED PARKNIG AS PER AIL 4/C2.3 Q 18 DRNEMMY APPROACH SEE SHEETS C1.6-1, C1.6-2, C1.6-3. 19 STOP BAR PER DETAIL 2/C2.3. R1 STOP SICK PER MQITCD (WHERE SFIwON ON PLAN). Sld! INSTALLATION AS PER CITY BTO. PLANS 0009, 0010. 20 FRONTAGE SIDEWIILK IMP11011EIIEMTS. SEE SHEETS C1.6-1, C1.6-2, C1.6-3. 21 FRONTAGE UJAMIIArIE AS PER FRONTAGE ILLUIM�MTION PLANS SHEETS 1-9. Q3 22 RAMP AS PER OETADETAIL1/C2.4 23 END WHIP AS PER DETAIL 3/C2.4 24 TYPE PARALLEL B RAMP AS PER DETAIL STD PLAN DETAIL F-40.12-02 SHEET C2.4 MATCHLINE: SEE SHEET C1.3-1 (D NEW RnUM EXPANKAll EnWA-4% Vol ---200-, STORE ( TAIL) .... rri�Now4 .15.1 111114 • C7 R e - -------------- -------------- ksminiv n CkA�l o l � SII � i i�l II I °,► F � � � 1, (I .r 50 R EASEMENT �1 I u I I k .. _ A IUTERLINE EASEMENJ , - vimC. 110.0010546 ,I I I 6 rx ..• I II � s ; { r _ , I L. OEASEMENT w •.l7 REC.40. 114 III VIII ■ .. , i < r 1 VIM 1 it ri Iii i�l Il�il1�i III: U II III (� 01 R • � r NOWI Ilmp t • jft� /1 { ull013M MAIMWEIL E �r r II I U, �Ilul( r E ' I I gg • #i r. 0 1 j .w. , .►„ ! 11 I 1 ESI III l hill lilll lill Ilh, y B } .� 3 f►q 41 LA .00 It PIME w -=MEN I lil�li (I Ili � II I ILII I II I. (I VIII III II Ili, I li III III ILII II • I�� Ijlll lill ��. ii it it ill I! lil ® f . `� � liui fV hill Nil ILII `I i� --. tl i II I I I i I III II I I I 1 R"E • • 11, .:III / SII iI II III I. • } ( s I I i III lilt II a Ilii illi II ii II • s I i it ! I f �!i .,td�rt. � . M • ai•.r I l l I I 1 i� � _ .• Ai �M ila.a - .... r• c rte••• •' .. � # I - _. I II ILII II II alp UK 11 t I I w mpm Emu i M F1"di ;k" Ato .a .• .�. dab 1 i DAMA 01 NOW PW CX*AMLAQXE CITY OF RENTON, NAVD 88 TO CRY WANDAIM owed by: y Dote CITY OF RENTON CONTROL AWovW by: Date MMT NO. 1864 WAS HELD Arrowed by: Dote FOR ELEVATION, BEING; 19.488 FEET (NAVO818) AWowwl : Dote S. o 2852 71;4 � S i ER��. SSIONA L 420 ALAN WOOD AM PA 1942'8 CONTACT: DIGHT E. SLATON cmmwm M F: (610) 834-01 ft CELL 303-50-4623 woo N CONSUL.T04 G ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA s32 CONTACT: JAY GRU88, PE (425)251-6222 r... Am ,.r .. r r .» • r t x w42 D a z z c 3 Imm V" o� z G• z G, •--I v a. < c 7[ Ti r 1 ! I Z S1 - m Wz �y � �z m m 4W44 D a z z c 3 Imm Z* o� v a. < m Wz �y � 4 4W44 Z* r 0 In U Q B— W a a V) w W a W Q V (A F- 0 J a W J to {N O • 7•r••� la �yN W Y V U < � z r" L ~'4�i, c T J V) m m h m U � Z W y in r- in r in 7 L ~ 0 6: ii N M m 16 7 SUE SCHEDULE EXISTING CURB l� QED CURB ® 1 NOT USED 10 Lf rov NEW PPd Rdd#R9$pRe a%padOOd#pd$$ PP•0$$.p%$#RO. ffi#$#.a$S##$$ffid#%#$ E�RpR$# •$%a$ #d$dd##$##$#�a%¢':%x%$ddRfkY ##R%#$R�$##%f•$ pd$d##dsdk.�# dR�#su$$$d■ #%ll$&alR' I�%d$%RRt� Np####dd%dSffid 08iRdd$8#>• t##%#%%Sd$d..$ %"$aRik 'F #�%$d& ####dRN8 aS# $a.YR>F d�$A�°�&�d' $$p$d#pp#u$ \a#d$#�� %$#%.4.llF R"�%dk xa####k�7x�: �3##\#e%a$v �.;lNZ:. ♦:#x#•kd a###d :.p%,#%;#.'YkkFA,, �S&addk R#d####dd# #d5#%#k`%a%kma08a:96`7• ��`,f• �#$a##x#. �'#\-� • / �m##R,#d;k�. +R$m`d»R#%-k� `+ -#d###a•�#a$# dR�x%cmk >. $xd%��`#�##$# ##�#'#� -##d$dR�a d:pdFR .R#3dd.%k S$p%#dd#$dd. @#dd#a$" %#�#$��. 3$�##�."•fi$dF #%o##ad#%d$- ad#kaK�##R#. -- #R�1$%:p6%.St�&ksd###4 �♦$#d$#s#u �%#�`$�$p#� d##dd#$� pA"HIa� $xR#d$#$#fit/R%$ t�vda$dR##��#R pd#@#dF �a#$"kda'"Rddt # %��dN•.w�': 11• 1 . N • Ea•W F« a#$R#$tR O N Tffi%p#R$.A^� G �E SakI- D�#$###�#d"#■"Edk•WA#d##�#x LO%�k K IMPROVEMENTS. SEE EE�@ Sd:d9F� #3sHEt#�d#k Er#%d�#$m T#1 S C1.6-1, 1.6-1, - C1 d$#.6-.!R♦$a$ka 2•ddf##Rf$ •, C1. 6d.R%$sRi #♦d%d-®f$ 3'.♦� •d pd#a 1"d$%$R##df#d 9 i$ppadf #$pm #d$# FRONTAGE Lj##%R#d.akd#"#d �U.d#aA%iR%$�s MRd$@dd$d#%#%d%MAIR88♦#im$fE i Ad##$%$$$- S PE##$rdv##ffi#####ddN###: R$d$p."$d$k$#$_• FRONTAGE RONTAGE IL.f##�$u$�.Ld$d###$xI4 Ud�4M IE#d##$#ddF` Ap#$##d#%#w TdpLx • ION PA�a##$$x##`+ N#$#d'$y##%x#%r\`, Sds'ffiO%%%%p.d��• ##%�d#"#3d�R S�d#d#dsa#$ H+d%#%R�gR k EE- Tdp#ffid$#ddd#S #`d•RRR 1- 79%:$". PROPOSED LOT/PARCEL LINE STOP BAR PER DETAIL 2/C2.3. R1 STOP SIGN PER MUTCD. SIGN2MS ALLATON AS PER CITY STD. PLANS GW9, G010. 11 NOT USED p NOT USED PROP?ED LIGHT DUTY ASPHALT PAVEMENT DRIVEWAY APPROACH SEE SHEETS C1.6-1, C1.6-2, C1.6-3. 4" WIDE PAINTED WHITE STRIPES AT 2' O.C., PEDESTRIAN 21 AS PER DETAIL 1/C2.43 CROSSING ddpd%d�s# #$#%d$d$%%### %d� �d$Ad$d#•d %RRx%d$aRuRt p$pd@Rd$d$ #d#'Rffia 9ffi d#•$#$#% @$F dpd$.dd a{j `A �'PROMPUD HEAVY ASPHALT PAVEMENT GATE CART RETURN(NOT COUNTED AS PARKING STALL) 22 END RMAS PER DETAIL 3/C2.4 W EXISTG CONCRETE PAVEMENT GRAVEL PND MAINTENANCE ACCESS - SEE SHEET C1.4-3 NOT USED D CONCRETE PAVEMENT PROPOSED GRAVEL ACCESS ROAD DIRECT04AL ARROW AS PER DETAIL 3 SHEET C2.3 PEDESTRIAN PATHWAY/SIDEWALK LANDSCAPING. SEE LANDSCAPE AND IRRIGATION PLANS FOR DETAILS. PARKING LOT LIGHT PER ELECTRICAL SITE PLAN DRAWING E0025ED AIGARDEN PARKMSTALL - PAINTED WHITE STRIPES 9'X20' TYPICAL 17 NOT USED 10' GAS EASEMENT ORNAMNTAL METAL (IRON ROD) FENCE SEE FENCE DETAILS ON SHEET C2.7 RETAIOIG WALL SEE SHT. C1.4-3 REC.NO.20120s0MATCHLINE: SEE SHEET C1.3-2 9 d $ i . $ $ . o- ## d 8 20t % # s d# Rfid,$ $ $ d10t IL 2- . % Tyr jZA d % # d O•TTFp $# d � �# d d �# 7 xv 1 X.s # d R $ d C3LIED <m7) ct o R $ 1�a16 d$o t N� ua ip IL 07 f dI/ , All i 01► m►)1.21 O LF Ark Flom"MAL 4 IV— ••I 12M.. W-0 rA rim Mad � I II II III 41 IIII �I IIII � I " I � f 1 1 v a� it �jl k � � IIII 11 III II I! Oil iq uil I ullliiu�li�iill s.r.�B �titi f O ill II Ill, ; IIII ♦ II �V, II II ` ,' III II IIII Ili i • r • i d y 1 UI O I Vii, � I it .►t1N1N1AANINBR ,.._.._____.... ,1ta, • f 'IIII ` � i .4 X16 I MPA N t� L / !� ��► 5 r ��' �Ti'iTiiil3iiQZC'4 Cz t:l1 �'Y!! • � _,0 *►'°�` �R ,R�i' ' ,�"..,�,� .,,�,,w, ,! � W r �i #.rr" � B,■li ■Y i�tll i i ii. " • 'T i .. 11.E • � • I 1�. '11�CAL DArJ* CITY OF RENTON, NAVD 88 AWoved by: CITY OF RENTON CONTROL AWoved by: POINT NO. 1864 WAS HELD FOR ELEVATION, BEING ' 19.488 FEET (NAVD88) A it MSA PAOPER'TY INC 420 ALAN W000 ROAD PA 19426 CONTACT: DOWT E. &ATOM Cdil'SIRIJCIIENI�i MbIMIAIm 10) &U -01I* CELL 303-50-46623 N CONSULTMiG ENGINEERS 18215 72ND AVENUE SOUTH KENT, NMA 90032 CONTACT: ,JAY G M, PE (425)251-6222 7 rm J KEYMAP NOT TO SCALE 12' FC IEI. RiW N 1 TEL. EASEMENT i 1 N C.NO.79440509 IL 14 i N` 5' POWER EASEMEI i; - I REC.NO.79030SM4 04TERLINE ESMT N 7C.410 46.81090245 i NE i TO CENTENRLM B{ int+ B{ � NB i POWER EASEMENT REC.NO.8612231016 CITY OF RENTON rDErAR'T%AENT OR rIJj9L_IC W<:~8 "24� r r i • ���� •ter r �p . •� a r i r i4 A • r i 4 � 0 • Z C 3 m • 7•r••� la �yN O G) � z r" L ~'4�i, c T J z m m C2A�0.� AFI cm V � Z C 3 m O m ~'4�i, •F > C2A�0.� AFI cm V � Z W y J J D m 0 z m 0 w a a af W Q a Y W LLJ a a ZU) 0 � L- 0 U :3 0- m cr •c c a w T 0FLiiN1DM ��IEND EXISTING CATCH BASIN 0 EXISTING STORM PIPE SD EXISTING GRADE CONTOUR � EXISTING GRAOE SPOT ELEVATION11' x PROPOSED GRADE SPOT ELEVATION (TOP x"111 OF PAVEMENT OR GROUND SURFACE) �- PROPOSED GRADE CONTOUR - - - - - -36------ PROPOSED 6------ PROPOSED CATCH BASIN ■ PROPOSED STORM CATCH BAS1N/MANHOLE TOP OF WALL OR WALK ELEVATION MATCH EXISTING ELEVATION / Y 1 - 1 lop1 ; 1 i 1 3• " 1 / j w 1 PROPOSED TRENCH DRAIN 22-21+ ML SEE SHEET C1.5-1 STA: 5+18.fi STA:2+34.4 . S / I 2 2 24 N W46Ln10000.0 i - ► . �jm sm i .,- _ p Q STA: 3+75.4 Q g7j� .00 ` '' © 411 `♦ ` ► `` I f'-✓ '. PAVE 11#0 00 PAMEME ENT 5 ► Q ow Q , / •• I V ► �° N / -WO-moi !!!� Q STA: 2+18.9 p 00-0000 ' p� ► �/ C' � �'� Q - Q "�.� 0000=0000- p - . �♦ �• � 00.0000 1 ---- iii' ° �,- 1 `♦p ° p ,0 _ ,a p 0-1 p - °s• p p ,. Q / . / gyp.. / . . Q /. / / fl / . • . / . . Nis i ' .01 i 4-4 . 1 "- '. i i-,�- b/0000` /-= 00.00- °/ • /-'` --�/__ / .l __�►-- 0000- =- / / p -7-e-- 00 p / ♦ .40, ♦ / / `0000-- ♦` � � Imo,'. / 40* r / 1 '/✓ / �/. / ' . 21-33 I w PARKINGELEVATK)N DETAIL 1 "-20' MATCH EXISTING PAVEMENT SURFACE AT PROPERTY LINE tj STA: 6+84.2 ® STA: 7+63.4 2 STA: 6+ 1 1.0 . r 44 STA: 8+57.9 STA: 1 +81.8 • Q 1< 2 a ML 73 311* STA: 5+18.6 - I x .s - •��j Is 6 STA: 2+34.4jr AK- IL N ; w ! 'a Lo °'' o / `p •� 2 0 ° , X� -� tea- xi : 1 p°•. b.. ■ -...,, i jam. c�• !ice ! STA: 2+ 18.9 ° ° o ► °� - m ftft 5+60.1 ° 1 E E 00 LZ W L6 <� I 6 1 N WWo cn oc W D W Y U V G) 70 m Q c2 z G Z rn m N to � P%%�o to r in r m qw tD o0 b a4.slU.m(aU. o 000 �©Cz • i 4p .00 .0000,9 -4 / , • '000 4 jL a� AS 7X'�7 ..- INS FF=zs 00 A T'w=21.i6 :1 MAX SLOPE CONSTFMTM KEMTES �jCONCRETE GUTTER SWfALE (SEE DETAIL 3/C2.2) OCONCRETE GUTTER SWALE (SEE DETAIL 3/C2.2) - TO CAPTURE DRAINAGE FROM ALLIMICE PACKAGING - UPSTREAM TRI9UTARY, DIRECT DRAINAGE TO EXISTM CATCH 9ti5NiS, BYPASS" NEW WENAULT -IKEA WATER QUALITY TREATMENT. REFUSE ANO RECYCLE AREA GENERATOR PAD FF EL -25.0 MATCHLSEE SHEET C1.4-2 DAYW CITY Of RENTON, NAVD 88 Approved by: CITY OF RENTON CONTROL Approved by: POINT NO. 1864 WAS HELD Approved by: FOR ELEVATION, BEING 19.488 FEET (NAVD88) ovwd 1 i RAW - 1� w N -1 {1.► 1 2.5 . 1 I N �� /♦ 1t%m1 33 1 --- TW=21.33 I r TW=21.22 T21. Tw=21.29 1 1 1 PROPOSED STORM VAMUL 1 � �• 3:1 MAX SLOPE I cr 1 1 S. IX 1 `♦ 1 1 1 1 1 1 1 1 •1 1 1 1 � 1 I I I 1 1 r r r __1 r 1 1 1 i ` 1 1 1 I 1 ,• 1 1 � I I `-a- 1 's► �" c0 1 1 _ J pE S*/ <9 All C'� #IVo v5 11P 28527 F 2es27 SI �- c/sTE� ��. S/0MA L E' IKEA PAiOPERTY OC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19426 COWACT: DOWT E. SLATON CONSTOXYM MANAM P: (610) &34-CHM CELL 303-546-4623 N CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, MM 99032 CONTACT: JAY GRUB, PE (42351-6222 G�r��c EMa'M�t pir dm o • . 1 r • • w I G) 70 m Q c2 z G Z rn m N z m 9 b 11 ■ r /1 11 ■ r k G�r��c EMa'M�t pir dm o • . 1 r • • w D G) 70 m Q c2 z G Z rn m N z m 9 b D I C3 �c n l) cn m -. 7.1-0 4 In P z m 0 D J J U Q- 0 qrN N 00 E a� 0 0 C.7 LZ V) if w 44 Z CL 0 U) a 0 0 E"4 >04 3 U � Z Y W U CON'ICT ON MAMAIN,'61R CONTOUR 0- Eil - N CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT c c ' l IMAA 99032 o a COWACT: JAY GRUIN, PE (425)251-6222 C!� •C c PROPOSED GRADE in r . FE_a WWa o W cS?� 0 W 0 N � CONTACT: DOWT E. SLATON Y W U CON'ICT ON MAMAIN,'61R CONTOUR (11110) 834-41ft CELL 303-50-4623 con - N CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT S��N� E� ' l IMAA 99032 �• ?®-460' COWACT: JAY GRUIN, PE (425)251-6222 t9 PROPOSED GRADE in r . In r kn 7 PROPOSED GRADE CONTOUR W V- VCD - F- CD m m U U U 0 1 1'0=23.84 2 CONSTRJCTM TES I ' TW=23.87 .' 1 '' � �♦ /' TW=23.73 1 2 WIDE CURB BREAK FOR TO . INSTALL 4 FT WIDE ♦ , r QUARRY SPALL CI�AIMNEL TO MATCH SCK OF CURB, ALONG SLOPE TO BOTTOM � � 91 � ELEVATION. QUARRY SPALLS PER SURFACE WATER NOTE AND t SPECIFICATION - NOTE 14 ON SHEET CO.2-1 i 3 H.1 SIDE SLOPES (TYPICAL . TW=23.76 _ _ _ _ - - _ _--------- (D / / 9 = ==•-•-•-•-•-•-•-•-•-•-•-•- •-•-•-•-•-•-•-• ......... •-•-•-•-•- / ir=401 3 ARIA ACCESSIBLE ROUTE AND PARKING. IMAX 2'X SLOPE IN ANY DIRECT�i Q l TW=24.00 ' � ` � T'�21. _ _ .. ` •' • �,' TW=23.94 T�21.97 0 0 40 8O 4 PA T TW=23.56 � T=22.25 YEMEN SWALE AT 1 % M11W�UIM SLOPE _ • . 7W= 1.72 TW 23.77 + 711=23.32 TW 22.13 TW= 23.67 + 1 TW 21.67 1 + + 1 1F k4ATCF#.M: SET C1.4- LANDSCAPE RAND GRADNG C ETAIL ` 1 "=20' I � + 2 � t i i 0 1 t + t T=25M i I t FF =25.0 00 0� I 7W T"W25. ' ♦ �I I, t Mm 24.64 °' TW=25.00 TW'24.9i TW24.58 . ° 1"=24.25 ° 7=24.91. o E TW=25.04 = I Fim� 24 TW 25.2037 TW=24.91 24.35 TW=25.00 TW=25.00 TW=25.04 TW 24.75 °. E I- �.. ........ '- X24. ° . o / 1W=25.00 ° K ' ° a' .� d ° o �° ♦ TW= E N / ° �-TW=24.90 O 7W=24.90 = Q° • TW=25 00 ♦ 25.00 t s O Tw 24.90 0 . , -- - --- '� = 4. o� 1 • ' oo « � � I TW=21.61 /� + • o ..-�--- -- -- - -- - -- - -- --- •- - - -- - -- ---- - TW�24.90 _-�- �--Q--'--- � � _ - --- - / rs ° TW 24.74 _. + © ° -- 4 TW=24 i4 iii / ° ' � ISLAND I TW=22.31 ' 23.74-A` Y- - - - - _ _ . • / t / =25. / - _ _ - - ° °�-"°�.°� G��G DETAIL ABOVE , ■ ' ' E 20 ° 1: k - 1'W=24.8! .° /' s =23.93-� �� �''M TW=24.09 / s t t TW=22 64 7W=23.06 ° 1 - ' - - _ 1 • - 1. t ' T'=23.06 1W=24.21 1'w=24.11 0 , �, 4.7x p. ° ° / i=24.10 _ TW23. T'=24.12 24.24 �.■ ■�L�I� . ____ 24.24 + ` ....... / ' + T lm 23.7 .'' 7W= 23.53 TW=23.54 ° ° � 1'W=23.Oi � ` ��� ` �73 "As 41 IIZJI� ol ED 00+N rl I i + �eu .01 IN x I 1 ` i � , lam' t `` ' / ,,,......-_. _✓• --r�� `�. ♦ / / � / � � �+ .� � i.� 10 E Tw=22.42 -' 1 - - - - 11=22.46 _... E ° / / I E I ` ♦ 1 I / E la - 0 '• ♦ / ri E I ♦ / ♦ / i� ♦ / rl �I ! 1.2w ♦ _ / , TW=22.916 'rWf 22.95 ♦ �, ° E I I I ♦ s +- / 1 1 t ♦ ♦ i E I 1♦ i ♦` / 1 t a + ♦` t 7W=22.34 TW=22.34 t t •qq + I °. 1. 72I + I 1 I + / 4 t ` p 1 • i OR Ilk IF � .09 . • . TW=22.55 `. 00 05 a b ° 7W=22.70 TW 22.29 TW=22.67 0-0.e -- �. 7W=22.25 � / 21 M �► • rr CALL 2 WORKNQ DAYS Cm= %mma Ycxj WIFfir-V amamori��� MATCHLNJE� 3EE SET C1.4-3 Al GA1tft CITY OF RENTON, NAVD 88 ��iAlrG CIN OF RENTOW CONTROL POINT N0. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAV098) ■I •► •mkL Approved • 1, Approved by: 1--AmLJ. W-4 Approved1, Aiwaved by: 1� KEYMAP NOT TO SCALE TW=23.05 E �_ per- TW 22.45 1'w=21.65 E TW=21.06 E i 7W=21.36 o ✓-7W=21.31 i �10f 1 40, _Im a IKEA PROPERTY INC cS?� 420 ALAN WOOD ROAD N, PSA 19426 A Syi EXISTING STORM ,�. CONTACT: DOWT E. SLATON A CON'ICT ON MAMAIN,'61R CONTOUR (11110) 834-41ft CELL 303-50-4623 28527 �� �qr FS c / S i E� ' - N CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT S��N� E� ' l IMAA 99032 �• ?®-460' COWACT: JAY GRUIN, PE (425)251-6222 KEYMAP NOT TO SCALE TW=23.05 E �_ per- TW 22.45 1'w=21.65 E TW=21.06 E i 7W=21.36 o ✓-7W=21.31 i �10f 1 40, _Im a PROPOSED CATCH BASIN ■ P110POSED STORM CATCH BISIN/YAMFIOLE PROPOSED STORM PIPE �!1 TOP OF WALL OR WALK ELEVATION MATCH EXISTING ELEVATION CITY OF RENTON CLrARTMENT OF PUBLIC WOPMCS It 40 r :AM A am . .■r i r i� cb , I- r(, ---s N 'I-)/ )(� EXISTING CATCH BASIN C7 I EXISTING STORM Pim SD ;• z m �, 7 EXISTING C41ADE CONTOUR ---28--- 28____ _LEV4ATION T m d 7 00 L Xti�5- t9 PROPOSED GRADE SPOT ELEVATION 1 14( PROPOSED GRADE CONTOUR - - - - - -36- - - - - - PROPOSED CATCH BASIN ■ P110POSED STORM CATCH BISIN/YAMFIOLE PROPOSED STORM PIPE �!1 TOP OF WALL OR WALK ELEVATION MATCH EXISTING ELEVATION CITY OF RENTON CLrARTMENT OF PUBLIC WOPMCS It 40 r :AM A am . .■r i r i� cb , I- r(, ---s N 'I-)/ )(� 0 z c 3 carn D Y�r�v F� 11J ;• z m �, 7 c r m T m d 7 0 z c 3 carn D Y�r�v F� 11J r �e r 1 T b � d CD ••� 7 00 r ri w Z s� D SII °�° ••� W 0 U 0 z m 0 LJ a a V) tr W Q. a W J U tn H 0 J a w Q O J a Y ` W J S W a S t*n 4 z N ati. 3 >mdZ ._ Tw-20.54 SD � d r I r 2 ai CD >1 J EXISTING GRADE SPOT ELEVATION .ej,ry PROPOSED GRADE SPOT ELEVATION t a PROPOSED GRADE CONTOUR - - - - - �- - - - - - E j t i ■ •— M I t t 1 t z Of WALL OR WALK ELEVATION , f m w y t t 0 •� 00 LC D _v a. ' Tws21.04 i t t I a It rO1 Tw�4 1 2 . a ZZ� 00--w t 6 U 2 ; TW=21.7'5 t 4- t 41 f t t t SEE SHEETS C1.6-2 FOR SW 41ST ST. t t Tw=22•t16 t g t t t t O p 0 O I t W W W O U m ��� aa.oc o m m m In 0003 O N Lo N QO 0 E 1— v 0 vn 3 -o i co 00 to i �L rn00N M co o o v N 10) w O m z 0 cr ,C014STR.CTM KEYNOTES 1 2 FT WIDE CURB BREAK FOR DRAINAGE TO RAIN GARDEN. INSTALL 4 FT WIDE QUARRY SPALL CHIWNEL TO MATCH BACK OF CURB, ALONG SLOPE TO BOTTOM ELEVATION. QUARRY SPALLS PER SURFACE WATER DRANNAC,E NOTE AND SPECIFICATION - NOTE 14 ON SHEET CO.2 -1 2 6 FT HEIGHT METAL (SIMILAR TO IRON ROD FENCE) - CONTINUOUS AT TOP OF 3:1 SLOPE 3 15 FT WOE MAINTENANCE ACCESS; 4" MIN DEPTH CRUSHED SURFACE BASE COARSE OIVER 6" MIN. DEPTH GRAVEL BARRft OVER GEOTEXTILE. SLOPE 7'H:1'V MIN. 39H:1' SIDE SLOPES (TYPICAL) WETPOND QUARRY SPALL STABILIZATION BLANKET. 12" - 18" THICKNESS OF 5 QUARRY SPALLS OR OTHER STABILIZATION AS APPROVED BY THE GEOTECHNICAL ENWER. GRADATION OF RIP -RAP OR QUARRY SPALLS FOR PIPE OUTLETS ANO POND LO" SHALL BE AS PER SURFACE WATER DRANNVAGE NOTE AND SPECIFICATION - NOTE 14 ON SHEET CO.2 -1 6O 3 FT. WIDE BERM AT 3 FT MIN. HEIGHT ALONG LIND AVENUE 7 240 LF 12" TO 18" HEIGHT MODULAR BLOCK WALL A3 (Di ( NOUSED MATCR. : SEE ET C1.4-2 CA1W* CITY OF RENTON, NAVD 88 Rwifto CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) GFUUDM I REND EXISTING CATCH BASIN O EXISTING STORM PIPE SD EXISTING GRADE CONTOUR -- 28---- 2 ai CD >1 J EXISTING GRADE SPOT ELEVATION .ej,ry PROPOSED GRADE SPOT ELEVATION PROPOSED GRADE CONTOUR - - - - - �- - - - - - PROPOSED CATCH BASIN ■ PROPOSED STORM CATCH BASIq/IWIFgLE TOP z Of WALL OR WALK ELEVATION m m w y MATCH EXISTING ELEVATION 0 BOTTOM Of WALL AT EXPOSED FACE t i i i •-, i KEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19426 COWACT: DIMT E. SLAM N CONSTMXT oM MANAGER P: (610) 634-01ft CELL 303-50-4:23 E: rg- �AUSEN CONSULTING ENGINEERS 18215 72ND AMENUE SOUTH KENT, WA 9mm CONTACT: JAY GIM, PE (425)251-6222 KEYMAP NOT TO SCALE s �v T !' i•��r�w •` ... r .., �► .., ..rt •� RA, A RAft C D: (2 38'x{-7)7 1 1 1 1 1 7 s 7 i 1 I I I cp �Z a o� 2 ai CD >1 J c Vi � Z 1A lil CD z m m w y m 0 D o� >1 J +,] CD `� w y Y ` W 0*4 LL. a VWM 0 0 D Q o d U Z io z m o 7 LaJ a a w �Z4 Z a Y a aQ o 3 1 rr� � V1 z W W Y L;.I a 1 ! c �3 o a W p� c �c = m c a w 11 m F- 0 �� a W cn 00 *z Lit Ln Ln V) 0, 30 LF 12" o- h�0 rn 17 L rt (0 QD Lo N m U U L0 `v— rn E v 0 c" to fn 00 to cri �L 0 c 'vy! N M ro 00 o V'f o to a u N LZ im I DRAfAGE 1 RNEND EXISTING CATCH BASIN EXISTING STORM PIPE EXISTING GRADE CONTOUR 28..�. PROPOSED GRADE CONTOUR - - - - - 36— - - - - - PROPOSED CATCH 8�SN1�1 ■ PROPOSED STORM CATCH MSMN/MMNHW PROPOSED STORM PIPE •�•r UTILITY CROSSING � J KEYNOTE"o, Q EX. SANITARY SEWER MAINLINE AND MANHOLES TO REMAIN. CONTRACTOR SHALL POTHOLE OR OTHERIMSE FIELD VERWY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR OTHER METHOD. 0 EX. STORM DRAIN AND CATCH BASINS TO REMAIN. CONTRACTOR SHALL POTHOLE OR OTHERWISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRIICADE OR OTHER METHOD. ID EX. WATER LINE, (MATER VALVES AND HYDRANTS TO REMAIN. CONTRACTOR SHALL POTHOLE OR OTHERWISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRCADE OR OTHER METHOD. F41 EX. UTILITY TO BE SELECTIVELY DEMOLISHED AS CONSTRUCTION PROGRESSES. CONTRACTOR SHALL COORDINATE WITH THE OWNER, ENQ NEER, FIRE DEPARTMENT AS NEEDED TO CONFIRM NEEDS PRIOR TO DEMOLITION. CONTRACTOR SHALL POTHOLE OR OTHERWISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR OTHER METHOD. JN aA 7tia!!r n AM" a" IwWw ww A W N- MATCFILFET C1.5-2 S • GRA �P pF A Sy �t9 WER MAL CAAM Pm A_, CITY OF RENTON, NAVD 88 TO W Aplxowd by: A Dote II-o CITY OF RENTON CONTROL bre Dote S � ? 2852 7 POINT NO. 184 WAS HELD61 by: Dote S10MA t FOR ELEVATION, SING AWovod 19.488 FEET (NAVD88) Dcl<te CONSTRUCTION KEMMS DCONNECT TO 3" CANOPY DOIMiSPOUT DWIMd. SEE ARCHITECTURAL DRAWINGS. FIELD VERIFY AND CONFIRM LOCATION. <D 4' STORM PIPE • 1X MIN. LENGTH AS REQUIRED. PRONDE AND INSTALL 4' TO 3w FLEX COUPLE AT DOWNSPOUT (DS) CONNECTIONS. TYPICAL O3 SEE SPIFFY C1J-2 FOR SMMTARY SEWER CROSSINGS. SEE SHEET C1.7-4 FOR CATER MIAMI CROSSINGS. IKEA PROPERTY INC 420 ALAN WOOD ROAD N, PA 19426 t OWAiCT: DWIGHT E. SLATON carosymmT ON MAMA= P-- (610) 04 -MM CELL 303-50-4623 c: N CONSI&TMNG ENGINEERS 18215 72ND AMENUE SOUTH KENT, 1A 98032 COWAICT: JAY GRUAB, PE (425)251-6222 W 7l�f �e KEnMP NOT TO SCALE ! 1 . 1 Q ! ! ! ! ! i i 1 ! 1 1 ! [ o 00 99 i t A � It TVK 2-46" r GA� 1 �► < I.7'V• ! ` 11M 19.97 ; ' I NE = 16.2! (15 S) ! ,. 1E = 16.29 (SOW) IE = 16.29 (1 SOME) I 11 ! c, ! i 3 � ♦ 50 lF 1 e" CPEP SD � 0.208 } r' ATM 2_46" j cm" 20.33 00 = 14.56 (24" S) I . = 18.04 (15" E) . a 14.56 (JO" W) > > COMT1rPE 1.w N CUM FAM >.a {>>�, RIM = 19.57 = 16.32 (8" SE) .a p 1 >�a LF8 �• a > k 2 a > a > > $ � > � AA I I P� I 1 • #•• IL TVK 2-60 r W/ SOLID COWR > MM = 21.25 >aa. 1 E IE = 16.19 (18" SO ' E IE = 15.73 (15' E) > . IE = 16.02 (8" W) IE = 15.73 (24" S) > aaaaa ` � 1 i 1 �&gym". • i � i • ,,r i 21 LF 24" CPE SD • 20.08X 00 M p > a 1 ! 1 --------2°--�` > A 162 LF 15* (PEP SO • 0.2019 ice► ��>� La ►.7� �>>a > } 1 i TYPE 2, 46" • a a > N MIM FAKE { } } AND CUTE } t 21.14 16.05 15 E 16.05 (15" W) > � > s p 1 � • '^!"fie" • > o � a o > x a > " • ' t r£ a a r a� •^e� 1 1 • �„ � � a �' � � a > a �I�I�7 ' 1 ! � r > r >>adaL. ! ♦ "'. n oo! ! ! ! ! an on —is'•'�r`t s E 1 ! x v 1 Gil 1 a> �'>� • 1 E L � 00 ! ! a a a } CITY OF RENTON r>mrARTMENT OF rIJnLIC W4c)RiC8 Ak AL _. A AIN Am OWN • r • • . . • i t r • Cz)"/a3x 718 e 0 i 11I I * i� Dzi Z 0 O� F� 1 rr� � V1 z W W Y z 1 ! Z ui' N� W m = m 1 J ! !a J � m V V p (,.i �V/� V 3 � (:/� a 1 o- h�0 rn 17 L rt (0 QD Lo N m U U L0 `v— rn E v 0 c" to fn 00 to cri �L 0 c 'vy! N M ro 00 o V'f o to a u N LZ im I DRAfAGE 1 RNEND EXISTING CATCH BASIN EXISTING STORM PIPE EXISTING GRADE CONTOUR 28..�. PROPOSED GRADE CONTOUR - - - - - 36— - - - - - PROPOSED CATCH 8�SN1�1 ■ PROPOSED STORM CATCH MSMN/MMNHW PROPOSED STORM PIPE •�•r UTILITY CROSSING � J KEYNOTE"o, Q EX. SANITARY SEWER MAINLINE AND MANHOLES TO REMAIN. CONTRACTOR SHALL POTHOLE OR OTHERIMSE FIELD VERWY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR OTHER METHOD. 0 EX. STORM DRAIN AND CATCH BASINS TO REMAIN. CONTRACTOR SHALL POTHOLE OR OTHERWISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRIICADE OR OTHER METHOD. ID EX. WATER LINE, (MATER VALVES AND HYDRANTS TO REMAIN. CONTRACTOR SHALL POTHOLE OR OTHERWISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRCADE OR OTHER METHOD. F41 EX. UTILITY TO BE SELECTIVELY DEMOLISHED AS CONSTRUCTION PROGRESSES. CONTRACTOR SHALL COORDINATE WITH THE OWNER, ENQ NEER, FIRE DEPARTMENT AS NEEDED TO CONFIRM NEEDS PRIOR TO DEMOLITION. CONTRACTOR SHALL POTHOLE OR OTHERWISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR OTHER METHOD. JN aA 7tia!!r n AM" a" IwWw ww A W N- MATCFILFET C1.5-2 S • GRA �P pF A Sy �t9 WER MAL CAAM Pm A_, CITY OF RENTON, NAVD 88 TO W Aplxowd by: A Dote II-o CITY OF RENTON CONTROL bre Dote S � ? 2852 7 POINT NO. 184 WAS HELD61 by: Dote S10MA t FOR ELEVATION, SING AWovod 19.488 FEET (NAVD88) Dcl<te CONSTRUCTION KEMMS DCONNECT TO 3" CANOPY DOIMiSPOUT DWIMd. SEE ARCHITECTURAL DRAWINGS. FIELD VERIFY AND CONFIRM LOCATION. <D 4' STORM PIPE • 1X MIN. LENGTH AS REQUIRED. PRONDE AND INSTALL 4' TO 3w FLEX COUPLE AT DOWNSPOUT (DS) CONNECTIONS. TYPICAL O3 SEE SPIFFY C1J-2 FOR SMMTARY SEWER CROSSINGS. SEE SHEET C1.7-4 FOR CATER MIAMI CROSSINGS. IKEA PROPERTY INC 420 ALAN WOOD ROAD N, PA 19426 t OWAiCT: DWIGHT E. SLATON carosymmT ON MAMA= P-- (610) 04 -MM CELL 303-50-4623 c: N CONSI&TMNG ENGINEERS 18215 72ND AMENUE SOUTH KENT, 1A 98032 COWAICT: JAY GRUAB, PE (425)251-6222 W 7l�f �e KEnMP NOT TO SCALE ! 1 . 1 Q ! ! ! ! ! i i 1 ! 1 1 ! [ o 00 99 i t A � It TVK 2-46" r GA� 1 �► < I.7'V• ! ` 11M 19.97 ; ' I NE = 16.2! (15 S) ! ,. 1E = 16.29 (SOW) IE = 16.29 (1 SOME) I 11 ! c, ! i 3 � ♦ 50 lF 1 e" CPEP SD � 0.208 } r' ATM 2_46" j cm" 20.33 00 = 14.56 (24" S) I . = 18.04 (15" E) . a 14.56 (JO" W) > > COMT1rPE 1.w N CUM FAM >.a {>>�, RIM = 19.57 = 16.32 (8" SE) .a p 1 >�a LF8 �• a > k 2 a > a > > $ � > � AA I I P� I 1 • #•• IL TVK 2-60 r W/ SOLID COWR > MM = 21.25 >aa. 1 E IE = 16.19 (18" SO ' E IE = 15.73 (15' E) > . IE = 16.02 (8" W) IE = 15.73 (24" S) > aaaaa ` � 1 i 1 �&gym". • i � i • ,,r i 21 LF 24" CPE SD • 20.08X 00 M p > a 1 ! 1 --------2°--�` > A 162 LF 15* (PEP SO • 0.2019 ice► ��>� La ►.7� �>>a > } 1 i TYPE 2, 46" • a a > N MIM FAKE { } } AND CUTE } t 21.14 16.05 15 E 16.05 (15" W) > � > s p 1 � • '^!"fie" • > o � a o > x a > " • ' t r£ a a r a� •^e� 1 1 • �„ � � a �' � � a > a �I�I�7 ' 1 ! � r > r >>adaL. ! ♦ "'. n oo! ! ! ! ! an on —is'•'�r`t s E 1 ! x v 1 Gil 1 a> �'>� • 1 E L � 00 ! ! a a a } CITY OF RENTON r>mrARTMENT OF rIJnLIC W4c)RiC8 Ak AL _. A AIN Am OWN • r • • . . • i t r • Cz)"/a3x 718 e 0 i 11I I * i� Dzi Z O� F� o rr� � V1 z cx z � CD Z ui' N� 00 00 �� m m O� F� CD rr� � V1 see 4 z � CD 00 00 �� O 7441 4., 0 U 0 z m 0 cn w a a w a w a U cn 0 a J m� WWo 0 W D 04 TYPE 2,48 6 W V V 0 1 RIM = 10.25 s z 11'C = 17.47 (18" W) 1 1 a U - 984 Ti 2, 48" W/sm PLAN 204.30 GMTE MM t CL h r r O IE = 1 16.45 (12" S) W t . D i .• � I 1 1t C 1 b" • 0 •r 0 go Ln m m m 0 N U U V N O cp I 00 co cp 00 N a > o i ii N M Z 0 x • r &� 1 i 00 L� 1 w C*IAMGE EXISTING CATCH BASIN El EXISTING STORM PIPE EXISTING GRADE CONTOUR PROPOSED GRADE CONTOUR - - - - - -- - - - - - PROPOSED CATCH BASM PROPOSED STORM CATCH pASM!/MW40LE PROPOSED STORM PIPE �■�—�� UTILITY CROSSING j GB� A vjmv-Wm KEYN07Eo", �1 EX. SAIIITARY SEINER 1/AMILINE AND MANHOLES TO RE". CONTRACTOR SHALL POTHOLE OR OTFIEIIwISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR OTHER METHOD. a NOT USED ❑3 EX. WATER LINE, (MATER VALVES AND HYDQANTS TO REMAIN. CONTRACTOR SHALL POTHOLE OR OTHEIIwISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR OTHER METHOD. MATCH. : SEE 3FIEET C1.5-1 MATCH. : 3EE R EET C1.5-3 R=384719 DA7 CITY OF RENTON, Ni 88 M CITY WANDAMIS Approved by: Dote rir��r�c: o�d s CITY OF RENTON CONTROL by note PONT NO. 1864 WAS HELDAW ' FOR ELEVATION, TNG °' by: Dote 19.488 FEET (NAVD88) 16wovw : Dote Oj CONFECT TO 3" CANOPY DOwMSPOUT GRAIN. SEE ARCHITECTURAL DRAWINGS. FIELD VERIFY AND CONFIRM LOCATION. 2O 4" STORM PIPE O 1 X MIN. LENGTH AS REQUIRED. PROVIDE AND INSTALL 4' TO 3" FLEX COUPLE AT CANOPY DOWNSPOUT (DS) CONNECTIONS. TYPICAL O3 BEEHIVE GRATE AS PER DETAIL SHEET C2.6 DSEE SHEET C1.7-3 FOR SANITARY SEWER CROSSINGS. SEE SHEET C1J-5 FOR DATER AMM( CROSSINGS. IKEA PROPERTY INC S. GRCi 420 ALAN WOOD ROAD �P �F A Sys ®� INN, PIA 19428 CONTACT: DT E. SLA70N CONSS1111�CTWN Ni MA�t,'6R . (610) 834-01ft CELL 303-50-4623 KAM 28527 �� mat EMC ' • N CONSULTING ENGWERS FSSS 1 E� ���' 18215 72ND AVENUE SOUTH KENT, 10#A L E WA 98032 CONTACT: JAY GWM. PE (425)251-6222 Emp'KEYMAP " NOT TO SCALE IR T'vE2.4e" �.W/om CUM FACE IMMF'M� A� MATE = 22.56 09 IE = 16.34 (15" E) SIE = 16.34 (15" W) T..*, k -46 LF 4" • 1.98K � 4 I "111111144 T 29 W/STD GFATE FG + .10' VENT S r RCCF IMM = 24.50 IE = 19.58 (18" SMI) p _ 20.92 (4" W) L9 j = 20.41 (8 S) = 19.50 (4" S) =19.58(18"E) i VA t U LF 15" CPEP SD • 0.20K TYPE 1, W/STD 0ftTE a , IMM 20.23 IE 16.67 (11" S) IE 16.67 (11" E) ;CIE = 16.67 (15" W) .26 LF8"CiSD•0.50K 1 1 19 TYPE 1, W/ SM GMTE a i _ 20.04 Z9 K - 16.111 (11" W) 1 �• 1 •e i 1 �1 i E 1 1 i , 1 1 1 04 TYPE 2,48 F•"� !lllll,��1�����J,llltam �a W/ Sol COWR 1 RIM = 10.25 s z 11'C = 17.47 (18" W) 1 1 AE = 17.47 (18" E) I . i 1 1 � . a I 984 Ti 2, 48" W/sm PLAN 204.30 GMTE MM 19.75 IE = 15.95 (18" E) t( -IE = 16.76 (12" W) IE = 1 16.45 (12" S) 1 i � 1 . D i .• � I 1 1t C 1 b" • ­�� - ___- • - - ♦ ." v.. �, .a � ..rr • .. +ri • all « .. C 7-�, � f -L?, - -Z,, e__k/ -7 / 9 11 Ti o E 111 zI F•"� !lllll,��1�����J,llltam �a TI � 4�&nr1 s z z. < i G� z � n c r ic n- �� ca z m m m 0 D 1 m . cn n• � e• � G. A" T e: D � D C cps 1 uZ z m D 111 F•"� !lllll,��1�����J,llltam �a TI 4�&nr1 Ci C) !' O 71. W H rn � Fr a a N�Z4 w Z CL � U) CL Q o U Z :mr In v> CMACT: DWMT E. SLATO N m � CONSiOWTIM MAwAOER U� a N, Cc7c D c •— a V) H t IMA 94032 a CONTACT: JAY GAM, PE ON •C (425)251-6222 C rl Cf I.L.f C O� J yyyo U 0 W in 420 ALAN WOW ROAD EN, PA 14426 0 W Y t„ 1 U 0 Z :mr In v> CMACT: DWMT E. SLATO N m � CONSiOWTIM MAwAOER cn (614) 534-01ft CELL 303-546-4623 D c conncn t IMA 94032 a CONTACT: JAY GAM, PE (425)251-6222 �- �- w .- o r _ _mai'- • r �._ r ■ DFLAPAGE I REM � � ■ ��■ ■ ■ � 7i ■ ■ �>t � • moi, • • � �r • N� � EXISTING CATCH BASIN El 1 15 FT WIDE GRAVEL MAINTENANCE ACCESS DRIVE. SEE ALSO C1.4-3 6 RIP—RAP FOR PIPE OUTLETS AND POND L"NG SHALL BE AS PER EXISTING STORM PIPE _ _ - - _ _ SURFACE (MATER DRAINAGE NOTE AND SPECIFICATION- NOTE 14 ON 2 NOT USED SHEET CO.2-1 EXISTING GRADE CONTOUR 3 SEE BSD CAGE DEBRI BARRIER DETAIL SHEET C1.5-4 PROPOSED CATCH BASINPROPOSED GRADE CONTOUR ------ - - - - - 4 BEEHIVE GRATE AS PER DETAIL SHEET C2.6 ■ PROPOSED STORM CATCH MSMN/M NHOLE <E> DEBRIS BARRIER AS PER DETAIL 223.0 SHEET C2.6 PROPOSED STORM PIPE `�---•� UTILITY CROSSING j L MATCHL�� E ��iEET `" Ln SURFACE ELEVATION 141) CID mm } "' o cmc€ o U U U m — — oZ— 4.I -O — E I PROPOSED Two—CELL *fV WET POND TO PROVIDE BASIC (MATER -- 1 „x..w. °�' QUALITY TREATMENT REQUIREMENTS PER 2009 KCSwDM 0 3 r • � fir � I � z, 0 0 uj 000 z z z 00 z o > CALL 2 WORKING DAYS (� Cm= OFE • YOUOG D LL �C4 #q A s DrA1'M CITY OF RENTON, NAVD 88 Approved by: e, CITY OF RENTON CONTROL AWovrd by: POINT NO. 1864 WAS HELD FOR ELEVATION, BEING `01�`I by: 19.488 FEET (NAVD86) oved `i € € € € € € € oil€ KEYWIAP € € Q, € € NOT TO SCALE 3: € € 1 . 4- C1111111114 TVE Zo 1N W/ STO GMTE M = 19.92 1E = 16.08 (12" S) IIE = 15.00 (24N E) 1E 15.58 (16 w) E 00—" € € a�09 TVK 2, 46" W/ SOI COVER MM = 21.47 NE = 1522 (18" W) IE = 15.2 (19" E) A 1 € i Ir TYPE 2, 46" 1 W/o'EN CUM FAC FAMIE AND OMTE MM = 20.52 IE = 14.91 (24" E) I IE = 14.91 (24" w) 00 L9 € d ! a ! s a ! ♦ ! ♦ i _ d i _ # > _ ! .. a .. # . .. F F _. i ,. > a a > r" m a x ,. a .. a .. a _ .� t € ♦ ' . e ♦ i ! a ♦ i > ! ♦ # i . i �+ x a . ! # a a e # a g {.'t ffi a . ,a ;a . d i ♦ # • . a # . . a a F # ♦ r �I ♦ i . # a �a . 1 -a� a a d > !- a • R d ! ♦ a. x ! ! w s - i x a a s � a a. a a » . x # . a • w a > a d s a a x # ffi ♦» . ♦ > a . » x a s � € -Y $- s a a a s a x s a s- d s d a a- s . s � s a a ♦ # a # a i a i a # a a . # a . i 3 d . # > # » a ♦ # » . ♦ d a # ♦ ! F *�' a # '# � 4 1 ♦ # . s a V. ♦ d .d a . s d x # s F i a . .- s s a a x �►# a m♦ ! d d w x# s# a s a' .k ♦. a# s :• h € :k Y a a as s ! a x Y e a a $ . > m '� # € - :R .. i » ` � a a 4 m . d > � d � ♦ ° d � ffi a' x J a d � i M a y/i� . 3 ♦ w m � . L a � akt � 6 � ,.xS � � � x ffi b N � a � •- s F a ! # a F a a s ' x ♦ a F #�. s s s a� s . d a» a a x a a• �' � € a d a k s& a s a ,a m s < r a a ! . ! » � a . #- ;x a m a k a - x x w i a 3 $ a .♦ a > » Y a w» a. a d k s w a s x x x s. m. s a i a> d a_ e` ..< s d a a a a ms a" a#> w!# m. #♦ s d. F x k +Y a d w �, i ' ♦ It 1 .. u . i° a F s . d ♦# a a F a . . a- s� .s > s ;a a a a ># m a! a a a a > ° a - s e a a:° a ffi a E m m a# k d u m. d s .• _m s." s i a d s '. m :< k♦ i♦ d ! i a m a x# a m a♦ a ## k m kw a s k m a a s## a k I TAA6N a !♦ i dffi s ! i # d x # ! a a R ♦ m ♦ d ! a . k w ! > ♦ $ a . . ! a k �� € . ! d d d d AA a a > Y N w ♦ > a w b r a ! a i s ♦ a s a r. a d a a r . x w 1 6 a i � » a . w . m m . m a a d » ♦ s i w s > # a a » # m a . a a m a a a ar ♦ 1 1 4 a ai # a # a . k . a # i . a . } F ♦ a ad F a O O ' • s ♦! m m m x a a i » a a s a ♦ >♦ a d s a 6 "Q t 00p, a ♦ R ♦ # a a > a x # . � ♦ a x 3i . a6 . 'Y a # Y ♦ FO 'p > £ �i § 9 F a 8 % a a .Y ♦ 9 °' i > i /'` �_ !♦ . ' . ♦ i x a a •` 41� ♦ • a r ♦ a i • ♦ a > ! a ar ♦ d y• i `� 1 1 e� we s. s d » u m r > a i a . a % a er a a > a a �!"♦ W a a ai . # ? 3 a ! > Y i > Y S sr > H i d > d F # & i 6 .»` F :$ ♦ i F a ,r ffi x a m �$ k ♦ a a > k i # ♦ # a s # s . # a » > v � . ♦ TYPE 2" a' a # . av # a 8 A ♦ > i ♦ k # a ♦ i ♦ # d • a ♦ • # a # $3 >40 A s x. . . w a ! # . ! > i i a > ♦ d. i a i ! . e i . • m# m i a . a . # a d d i s ! ♦ ! x # a ! . $e m �@ ! > # x ! . f� > x a a i • 54 a .. " k ,s » ♦ > a s ># ♦ a . ♦- k a m a k x= a a k < a s a i a• a x 3 .d x .k A x ♦ • . ♦ w . x • x a . # d a a > a ♦ # . # w . x » W� w a ! ♦ a >a > ! ♦ ♦ ! > # s • ! # > > d s > . . ♦ a s a 7 i .+ a a a > PLAN s a > > k e # ♦ a a k a ,a FY F$ .N a\ »x Y»w aasa ma. aaa ♦#a »a�aA#». .daw sf a»w♦ kaa.^ #♦♦ai x♦Y ♦♦>♦ q»F w♦w #ds ma i.♦ a x#a>> !♦♦ a Yd♦ aa t>. ! ##x i> »>. wK d# affi a. F a Aws m #a> a.ada as# a#m� a♦♦ aa»::kY ♦3. »dk aaa a.># a'• »k# #a !!ra$ a wad ! aa a a .aw .a d a ♦>a! a 8.wx wa #mm a♦. awx.> #a :»♦Y aD I ,. . $ am . . wiY aF . •a> d da> •a>i> aa.d . m m ♦ .mm♦tl .• ♦ a . .s mi ♦ sm ♦ MM 19.411 Z, VVYV IE 14. (24N S) d a ♦ k a a a > a a # a $ # ♦ 9 k ! ♦ a tF ;k® FACE 14.50 (24" w 6 % . % d • w a . 2 a d a d RATE M. # ♦ ♦' x a i a x » # a a > > a i a ♦ m u a» x m '� s, a F s • �F F a > i a ♦ # > ♦ . x > # ! s i a F x ♦ # . #♦.a a> .#Y»#m. x da a#>mi as♦FF ♦#.a a >♦ > �w�♦1 �i ! x>> #k ## >♦-# »��. .��a ..b' m.. a.ma» a!ffi >�. d>aa.a xa��F r a It TYPE / 2, 44" 4„ . ffim#wF ffi iii � ai . ♦ . ♦ .as> �2 aaa i"� x�' #'3 is ~ ♦•; ' a'�a y. ! a ! aha it m da ,' W/ m R ..12" L N NIE €€ I m19M =14.33( 118"w)24NS) a . ♦ � a;a� > i♦ialas i s i m. ♦•m# ii x# #i» ♦ w �#xi .k # m!a1/ a s a . a > ♦ a . # # a > a € t " .lY. !a .$♦#lie IE 14.33 10 SE » s a » s a m a i a a. i m a a F a• �. d i a m » i ♦ m a a i a d � - fa i • a R m w s ! » ° m • d ♦ i • # i_ x a a ! a # ae a " '� i x # . ♦ 4 F " .r # € 1 > # i a a . m . ! . m a ! a > s ! ♦ ♦ a ! ♦ mart = m a F m e ♦ m s w Sol COVER • a # ♦ ! a m :> > > � # - + € j € , LF 12" CK SO • 1.0. ffi =20.03; i m i . ♦ '` a + d a a♦ksa a k��a IE 13.73 11�'A>r € r ! .:k a # . F # s c d . � ! a ! ' . i ♦ a " ♦ a s s ! ♦ t ! • i ♦ a �: ° ♦ J 1 € . . FY�a .. a. as arwY a# mk iYa♦ #m iF.s F£>� .♦» a# a> idxa» �♦d k. as IE 373(1sE)♦ a. % a>)c € " i # • a a € :X. •19 , � 1 �1� TYPE 2. w/STO GIMTE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �+ , x � S ADdIJST TO MATCH + + + + + + + + 57 LF 10" C*ER SD • 0.7= + + FOM ONDE CtIAE AND COWAECT NEW 36" + + + + + + + + + + + + + + + + + r 00-69E = 11A3 +/— MATCH EX 36". + + + + + + + + + + + + + + + + + + + + N = 2116 LF ;, 4. t _ + + + + + + + + + + + + + 1E = 11,a3 (36" S) cprwZp SD a n um + + + + + + + + + + + € — + + + + + + + , IE = 13.33 (18" W) 10 0 O �—---r----- 'J" a Fjr Cc ss is _____________________________________________________________ __________________ __ CONNECT PROPOSED 36" SO TO EXISTING MANHOLE TYPE 1, w/ MGK m _ _-- --- ___-- m GMTE mm = 19. 4 IE = 15.5067DRAIN 11" �, t1 � TO D CONVEYANCE SYSTEM. " - - -45!4 TYPE 2 72" 5 ________________________________________-_______-___- r�w/sm Saud c own w w/ GATED 12" MI�rW!ENCE 4 M = 18.64 °® IE 12.46 (36" w) r IE = 12.46 (12" S) IE = 12.46 (36" E) i IE = 12.46 (om" N) € I € I �.. r � � • � . ly! r js • r `,r E • � .D w IKEA PROPERTY INC -II(S S. � 6� 420 ALAN WOW ROAD EN, PA 14426 �P %i A syi z Z :mr In v> CMACT: DWMT E. SLATO N m � CONSiOWTIM MAwAOER cn (614) 534-01ft CELL 303-546-4623 28527 FFG / s T Eli`° ,4�`� ss�Q�A • N COW.A&TMIG ENGMIEERS 18215 72ND AMENUE SOUTH KENT, �,� t IMA 94032 ' '�/ • / CONTACT: JAY GAM, PE (425)251-6222 �.. r � � • � . ly! r js • r `,r E • � .D w low Y z S z Z :mr In v> c m � ' Z m m m ID Z a O a z c) z c 3 m m eD 8 pig o� F� m � ' m � � CD i 0 0 r x o O 1 r Z a eD 8 pig J J m LO Pn N Ln 0 N W r cn E F= a� v 0 CT -;v ca I co IMC) w v+ a� c% a) 0 a �.7 4J I W J w N a FA 0 ca 31: 0 O z m 0 0 0 0 0 50 LF 18" CPEP W N W - WATER w„_,,,,_.,_.,,,,,,,,,., �� �e..�..��r,.,., �.,.,_,,.._.,.,_.�m„_ _,...,., Meb G�_ _ ,.,,...._.,, W V W S ��u ✓"�'�✓ ^.✓�,� moi"` 00 0 c CONF`WD SPACE TEST ATMOSPHERE BEFORE r O O O 1 ENTERING" COMPLIANCES"S.COM MODEL ACE -10005 � a � Z w �-3 .__............... ,,_ FRAME AMID COMER (COR 204.5) FOOT DRAINS AS I CS -2 D STORM - E SHT C1.5 1 m w r' (VAULT) 0 > 16 LF 4" CPEP SD -18.77% < �/ o O►PE CN 04 e4 FLOOR EL TYP AT .73 STA D3 mm �. = 20.32 m U U U 11.56 (2 " N)-- ---- z 0 c� N M z Z 666 tJ'' Vf V'1 avv■■� l ' # I FLOOR EL 7.73 a EL 7.07 hi 1TYP AT WALL +� I 1 3 °� I 14' I * EL 7.31 I EL 7.12 i 0.25% 0.5% i WALT KJr A. SUBMERGED RIM = 20.52 IE 11.56 (24" N) O 1 -------- ---- -- - --------- ---- ---- --- -J 2 �f 1 2 EL 7.31 HI PT OF 1 2 FLOOR VALLEY 56' 2 LF 24" CPE SD • 20.019 iSTA: 0+44.56) 92' I WEA STORE ` WALL THICKNESS IS ESTIMATED. TO BE CONFIRMED BY STRUCTURAL DRAWIINGS F LA TOP S 8.51 10 IE =16.23 (18' TO C8 18-16) TOP PIPE = 15.40 (24" TO CB 23) FG VARIES 20.7 - 21.1 MORE/LESS SEE SHEET C1.4-1 GRADNG PLAN /-COAR TYPE 2-48 SOLID COMER RIM = 20.33 / `/Z •��� IE = 14.56 (2C:E ) \\ \ /\IE = 18.04 (1) IE = 14. 30" W) e v. 1 YR WATER - LEVEL STORAGE VAULT SOFFIT EL 17.75. IE 18. (15" ROOF BYPASS) (= 16.0 O TOP = 17.9 (18" TO CB 18-16) g" 15.06 cm it 2_60 W/ SOL COVER RIM = 1.25 s IE = 16 19 (18" SW) STATIC WATER - IE = 15 73 (15" E) DEAD STORAGE IE = 16 02 (8" "NW) 14.56 SIE = 15 73 (24 S) 11 IE =18.36 (15" ROOF BYPASS) IE = 14.90 (24" TO YM0) • tD TOP SEDIMENT STORAGE , 8.56 � STORM�I VAULT SEPARATE PERIMIT SEE STRUCTURAL 50 LF 1521 CPEP-- DRAWINGS Q ' SD. • 1.W% SCALE: 1 "_ 10 FT VAULT SECTION A PROFILE ' " DZZ N 50 LF 18" CPEP 1.0 • 0.20% - WATER w„_,,,,_.,_.,,,,,,,,,., �� �e..�..��r,.,., �.,.,_,,.._.,.,_.�m„_ _,...,., Meb G�_ _ ,.,,...._.,, _ „ _,,,,_ „_w_,,. ,__,,,__,rm„_,,,. _,,,,,m „ ��u ✓"�'�✓ ^.✓�,� moi"` 00 0 c CONF`WD SPACE TEST ATMOSPHERE BEFORE r O O O 1 ENTERING" COMPLIANCES"S.COM MODEL ACE -10005 � OR APPROVED EQUAL � Z w �-3 .__............... ,,_ FRAME AMID COMER (COR 204.5) FOOT DRAINS AS I CS -2 D STORM - E SHT C1.5 1 m STRUC URAL. DETAILS (VAULT) 4" PVC SDR 35 ! 2% TO VAULT FOOTING DRAINS > 16 LF 4" CPEP SD -18.77% CONNECT TO CB 28 IE = 15.56 �/ T CNlR.lT REVERSE O►PE CN 04 e4 FLOOR EL TYP AT .73 STA 0+ 15.90 , 1 3 RGED = 20.32 - ---- ------ 11.56 (2 " N)-- ---- - EL 7.27 I SEE OUTLET DETAIL RIGHT l ' # I FLOOR EL 7.73 a EL 7.07 hi 1TYP AT WALL +� I 1 3 °� I 14' I * EL 7.31 I EL 7.12 i 0.25% 0.5% i WALT KJr A. SUBMERGED RIM = 20.52 IE 11.56 (24" N) O 1 -------- ---- -- - --------- ---- ---- --- -J 2 �f 1 2 EL 7.31 HI PT OF 1 2 FLOOR VALLEY 56' 2 LF 24" CPE SD • 20.019 iSTA: 0+44.56) 92' I WEA STORE ` WALL THICKNESS IS ESTIMATED. TO BE CONFIRMED BY STRUCTURAL DRAWIINGS F LA TOP S 8.51 10 IE =16.23 (18' TO C8 18-16) TOP PIPE = 15.40 (24" TO CB 23) FG VARIES 20.7 - 21.1 MORE/LESS SEE SHEET C1.4-1 GRADNG PLAN /-COAR TYPE 2-48 SOLID COMER RIM = 20.33 / `/Z •��� IE = 14.56 (2C:E ) \\ \ /\IE = 18.04 (1) IE = 14. 30" W) e v. 1 YR WATER - LEVEL STORAGE VAULT SOFFIT EL 17.75. IE 18. (15" ROOF BYPASS) (= 16.0 O TOP = 17.9 (18" TO CB 18-16) g" 15.06 cm it 2_60 W/ SOL COVER RIM = 1.25 s IE = 16 19 (18" SW) STATIC WATER - IE = 15 73 (15" E) DEAD STORAGE IE = 16 02 (8" "NW) 14.56 SIE = 15 73 (24 S) 11 IE =18.36 (15" ROOF BYPASS) IE = 14.90 (24" TO YM0) • tD TOP SEDIMENT STORAGE , 8.56 � STORM�I VAULT SEPARATE PERIMIT SEE STRUCTURAL 50 LF 1521 CPEP-- DRAWINGS Q ' SD. • 1.W% SCALE: 1 "_ 10 FT VAULT SECTION A PROFILE FLOOR EL 7.73 TYP AT WALL -------- 1 � 1 I � 25 NOTES: 1. STORM WATER QUALITY VAULTS ARE SEPARATE PERMIT. CONTRACTOR SHALL BE RES F T T RESPONSIBLE OR 08 ANNG ALL PERMITS. 2. FINAL VAULT DESIGN AND CONFIGURATION BY A STRUCTURAL ENGINEER. VAULT DMENS%SMAY � ADJUSTED BY THE STRUCTURAL DRAWINGS TO FACILITATE CONSTRUCTION. ADJUSTMENTS SHALL HAL BE IN CONFORMANCE WTH THE REQUIRE MSNT S OF THE 2009 KING COUNTY STORM DRAINAGE MANUAL INCLUDING M041MUM VOLUMES, DEPTH AND LENGTH T WIDTH LENG 0 RAT 7 7 WID MOS. . 5. 3. MINIMUM WATER QUALITY (STATIC DEAD) STORAGE VOLUME EXCLUSIVE OF 15 SEDIMENT STORAGE IS 15,450 CUBIC FEET SAT DATA 10 WETVAULT VOLUME REQUIRED = 15,450 CUBIC FEET WETVAULT VOLUME PROVIDED = 15,512 C.F. TOP OF WO= 14.56 BOTTOM OF WO = 8.56 S ASBUILT WETVAULT VOLUME PROVIDED =----------C.F. ORN) OEM SCALE: 1 "= 10 FT HORZ. 1 " -5 FT VERT. DIA7W CITY OF RENTON, NAVD 88 Approved by: CITY OF RENTON CONTROL Approved by: POINT NO. 1864 WAS HELD FOR ELEVATION, BEING roved by: 19.488 FEET (NAVD88) I AWoyed : v: " DZZ N a� I - WATER w„_,,,,_.,_.,,,,,,,,,., �� �e..�..��r,.,., �.,.,_,,.._.,.,_.�m„_ _,...,., Meb G�_ _ ,.,,...._.,, _ „ _,,,,_ „_w_,,. ,__,,,__,rm„_,,,. _,,,,,m „ ...,,,., ---- „_._,_,,..................,,,.,. _.., TMS , �,,,,,,5S0"11,,,�5 Et .............q.....e,,,,.,,,.,,.-.,.,...,.,,,....,,,,,.�.....,,.�..w.,.�,.,.a,...�....,,.,.,,,,, w.,,Q,a.,,,.,...,.t�.e,. �I.�.ewwa...e..,.,.n......... wm „ew.,sw...,.aae..... ..,>..n..w..e,.,..,.,e...,.ee��e��.,....,.......�e.,.e...,...........,�.... a.,w.,,..ee..,.w.......,,,....,,.,,.... c CONF`WD SPACE TEST ATMOSPHERE BEFORE r O O O 1 ENTERING" COMPLIANCES"S.COM MODEL ACE -10005 � OR APPROVED EQUAL � Z w �-3 .__............... ,,_ FRAME AMID COMER (COR 204.5) I 0 6'x 10' GRATED REMOVABLE/LOCKABLE m MMAMITENANCE ACCESS DOOR. OF 2 EL 7.19 0 4" PVC SDR 35 ! 2% TO VAULT FOOTING DRAINS SECTION CONNECT TO CB 28 IE = 15.56 NN CN CN 04 e4 FLOOR EL 7.73 TYP AT WALL -------- 1 � 1 I � 25 NOTES: 1. STORM WATER QUALITY VAULTS ARE SEPARATE PERMIT. CONTRACTOR SHALL BE RES F T T RESPONSIBLE OR 08 ANNG ALL PERMITS. 2. FINAL VAULT DESIGN AND CONFIGURATION BY A STRUCTURAL ENGINEER. VAULT DMENS%SMAY � ADJUSTED BY THE STRUCTURAL DRAWINGS TO FACILITATE CONSTRUCTION. ADJUSTMENTS SHALL HAL BE IN CONFORMANCE WTH THE REQUIRE MSNT S OF THE 2009 KING COUNTY STORM DRAINAGE MANUAL INCLUDING M041MUM VOLUMES, DEPTH AND LENGTH T WIDTH LENG 0 RAT 7 7 WID MOS. . 5. 3. MINIMUM WATER QUALITY (STATIC DEAD) STORAGE VOLUME EXCLUSIVE OF 15 SEDIMENT STORAGE IS 15,450 CUBIC FEET SAT DATA 10 WETVAULT VOLUME REQUIRED = 15,450 CUBIC FEET WETVAULT VOLUME PROVIDED = 15,512 C.F. TOP OF WO= 14.56 BOTTOM OF WO = 8.56 S ASBUILT WETVAULT VOLUME PROVIDED =----------C.F. ORN) OEM SCALE: 1 "= 10 FT HORZ. 1 " -5 FT VERT. DIA7W CITY OF RENTON, NAVD 88 Approved by: CITY OF RENTON CONTROL Approved by: POINT NO. 1864 WAS HELD FOR ELEVATION, BEING roved by: 19.488 FEET (NAVD88) I AWoyed : N x z N AA A 00 BOTTOM VAULT ELEVATION VARIES SEE STRUCTURAL PLANS - 12' AMIMIM111 ANE11MtiE SEDg1ENT STORAGE DEPTH WATER C"AUTY VAULT OUTLET ACTION SCALE: 1 " = 2 FT 212' H04GED ACCESS DOOR CENTERED OVER STEPS WITH LOCKABLE ACCESSTYP ( ) VAULT OUTLET PLAN VIEW 1"= 2FT t 6 x 0 GRATED RE Mt'VABLE LOCKABLE MAINTENANCE ACCESS DOOR R-3 84111 IKEA PROPERTY INC S . G�pCi 420 ALAN WOOD ROAD A Sy CONSHOHOCKEN, PA 19428 /,A. CONTACT: DST E. SLATON ��. COMS11Ni T M MOM= . (610) 934-OISM CELL 303-549-4623 Dote • /� p 28527 qr ENG Dote �'nFJ' FC I S T E��`' ���� N CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, Date S/0A L EMv WA 98032 CONTACT: JAY GRU®8, PE 6x 10' GRATED REMOVABLE/ 1 LOCKABLE MAINTENANCE O ACCESS DOOR. SEE STRUCTURAL DRAWINGS FRAME AND LADDER OR STEPS OFFSET. SEE PLAN VIEW PROPOSED STOW -SEE SHT C1.5-1 15 LF 24" CPEP SD W -19.75% OUTLET = 11. (24" OUTLET) " MALL THICKNESS IS ESTIMATED. TO BE A CONFOAD BY STRUCTURAL DRAWINGS .e ....�LADDER PER CITY OR STANDARDS CON9MMTM YN07W v: " DZZ N O1 CONFINED SPACE SK9MAGE. TYPICAL_ AT MANHOLE J N x z N AA A 00 BOTTOM VAULT ELEVATION VARIES SEE STRUCTURAL PLANS - 12' AMIMIM111 ANE11MtiE SEDg1ENT STORAGE DEPTH WATER C"AUTY VAULT OUTLET ACTION SCALE: 1 " = 2 FT 212' H04GED ACCESS DOOR CENTERED OVER STEPS WITH LOCKABLE ACCESSTYP ( ) VAULT OUTLET PLAN VIEW 1"= 2FT t 6 x 0 GRATED RE Mt'VABLE LOCKABLE MAINTENANCE ACCESS DOOR R-3 84111 IKEA PROPERTY INC S . G�pCi 420 ALAN WOOD ROAD A Sy CONSHOHOCKEN, PA 19428 /,A. CONTACT: DST E. SLATON ��. COMS11Ni T M MOM= . (610) 934-OISM CELL 303-549-4623 Dote • /� p 28527 qr ENG Dote �'nFJ' FC I S T E��`' ���� N CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, Date S/0A L EMv WA 98032 CONTACT: JAY GRU®8, PE 6x 10' GRATED REMOVABLE/ 1 LOCKABLE MAINTENANCE O ACCESS DOOR. SEE STRUCTURAL DRAWINGS FRAME AND LADDER OR STEPS OFFSET. SEE PLAN VIEW PROPOSED STOW -SEE SHT C1.5-1 15 LF 24" CPEP SD W -19.75% OUTLET = 11. (24" OUTLET) " MALL THICKNESS IS ESTIMATED. TO BE A CONFOAD BY STRUCTURAL DRAWINGS .e ....�LADDER PER CITY OR STANDARDS CON9MMTM YN07W " DZZ N O1 CONFINED SPACE SK9MAGE. TYPICAL_ AT MANHOLE ACCESS. 10" X 7" ALUMII" ANSI Z535.1 z "!CAUTION c CONF`WD SPACE TEST ATMOSPHERE BEFORE r O O O 1 ENTERING" COMPLIANCES"S.COM MODEL ACE -10005 � OR APPROVED EQUAL � Z w �-3 (DMLOCK FRAME AMID COMER (COR 204.5) ACCESS WITH LADDER 0 6'x 10' GRATED REMOVABLE/LOCKABLE m MMAMITENANCE ACCESS DOOR. OF 2 0 4" PVC SDR 35 ! 2% TO VAULT FOOTING DRAINS CONNECT TO CB 28 IE = 15.56 i ;:::M;- � "'n om_ ' 1 A dw � � . ..._ �• C] " DZZ Q H II I . lr z �< c r O O O 1 m z0) - � Z w �-3 T N z 117 z m m cnD D ,.,. R ch m uen � • ;��; 1 z 'c i' 5 K ru z z m D Q H II I . lr I� C� 'I 1 r O O O 1 J � Z w �-3 � W t• 0 V Y D o0 0 3 > E"4 U � i a *44c W C GG477 ' aLdPi U ti N ��~ p� C 'c 111 m CIA0 m O mmi . � O L0 m • 31: D � a Nab WA" ��---r+�► � W t• 0 V Y D o0 0 3 > E"4 U � H bNM4 W a *44c W C GG477 U U � m a a ��~ p� C 'c 111 m g I I ©u sit i c t• 0 D 0 z > WWo W � W Y y0,1 Z z T C GG477 U Z 4 rn ^n� � ��~ Z 111 m CIA0 m >1 mmi . � O i m U o � a Nab WA" ��---r+�► I F, 11160 f2 I Rh., IGHT STANDARD • • • 0 = ©u sit i c t• o� D z > a� C .& 0 —NM 446 z z n Z z T C 00 Z 4 rn ^n� � ��~ Z 111 m CIA0 m >1 mmi . � O i STA: 55+66 +/- MATCH EX. AT NEAREST JOINT ,) , r Ad%- & NEAkST JOINT V' 1 ENO 6FT WOE NEW SIDEWALK MATCH EXISTMIG SIDEWALK P0G,)' ° wATE70 &A] NIC „""'r„� -STAN 65+66.71 1 �' POWER EASEMENT r �. REC.NO.7903060824 I i WATERLINE EASEMENT i r� `�R C.NO.81090 46 i r • OCEND NEW 6 FT WIDE SIDEWALK MATCH EXISTING SIDEWALK WIDTH EW PRIVATE SIDEWALK 4 ' 44.5' NEW ROW LIME 0 39' EXISTING EX ROW LINE 5.5' TO BE DEEDED VARIES 12.2'+/- TO 23.2'+/- TOTAL WIDTH VARIES 44'-55' 7' +/- VARIES EX PAVEMENT VARIES 5.5'+/- 6' S'+/- `Ii,�R� 1' SIDEWALK 0.5' VARIES 17'+/- TO 28'+/- 27' +/- 0.5PLANTER EXISTING i 1' SAWCUT - SEE SIDEWALK .N ! '' IVARIES STD PLAN 103 _VARIES 2x W. >--------------�_ ��'' -J -_--�, VARI--------------—---- - - - - ---=----- W4•� �a------------- - - - - -----------__==_- DNEW VERTICAL CONC. CURB & GUTTER1 8 9 WHERE SHOWN ON PLAN. MATCH WITH EXISTING NEW 5" THICK CEMENT CONCRETE IWTEN A -A SIDEWALK. WHERE AND AS SHOWN ON PLAN. G IS DAMAGED SW 41M tj i6 NOT TO SCALE STA: 55+66.00 TO STA: 70+00 EXISTING LANDSCAPE PLANTER TO REMAIN. RESTORE/REPLACE WHERE DISTURBED CITY OF RENTON, NAVD 88 AwovW by: MARK: CITY OF RENTON CONTROL AWovW by: POINT NO. 1864 WAS HELD ovW by. FOR ELEVATION, BEING 19.488 FEET (NAVD88) aM.d TO CRY WANDA� Dote Dote Date Dote 0 4 SIGNAL LOOP (1 `ROWER EAS to I �. REC.NP61223 t I � VIII I I r 1 t a P(UG) ; PUG) AI _ ---- y 4.94 D f W 1 tt - tt ® __r •• M4a ,� P� 5 GRA® pF A S*1 ~ c� A, �28527 Fss/ s i Ea /OVA L EN 40,-7,p - 1,4- 1"=20 FT MCEA PROPERTY INC 420 ALAN WOW ROAD PA 19426 CONTACT: T E. SLATON CONSTMXTION MANAGER P: (610) 834 -(MM CELL 303-50-41223 E:oil Emar CONSULTIING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 96032 CONTACT: JAY GRUN. PE (425)251-6222 r4w-• ' • • ` DPCC PUBLIC SIDEWALK AS PER COR STD PLAN DETAILS 102. SECTX)N ADJACENT TO BUFFER STRIP. SEE DETAIL SHEET C2.5 DNEW CURB is GUTTER AS PER C.O.R. STD. PLAN - 101. REPLACE AS PER C.O.R. STD. PLAN 103 SEE DETAIL SKEET C2.5 3 NEW PCC DRIVEWAY ENTRANCE AS PER C.O.R. STD. PLANS 104.2 AND 104.5 TYPE AS NOTED ON PLAN. SEE DETAIL SHEET C2.5. SAWCUT AND REPLACE ASPHALT AS PER COR STD PLAN 103. MATCH WITH EXISTMIG CURB GUTTER AND SIDEWALK AT NEAREST 4T EXPANSION JOINT. FIELD VERIFY AND CONFIRM EXACT LOCATION. EXIST DRIVEWAY ENTRANCE, AND DEPRESSED CURB/GUTTER 5 R (C&G) TO DEMOLISH AND REPLACED WITH NEW SIDEWALK, C&G. SAWCUT AND REPLACE ASPHALT AS PER COR STD PLAN 103. 6 RESTORE AND DISTURBED LANDSCAPE, SMOOTH SURFACES AND LANDSCAPE INCLUDING STREET TREES AS PER COR. SEE LANDSCAPE PLANS. (D FRONTAGE LUMNrAIRE AS PER FRONTAGE ILLUMINATION PLANS SHEETS 1-9. 8 PRESSURE WASH EXISTING SIDEWALK THAT IS U 1DAMAGED AND DETERMINE AS SUITABLE TO REMAIL. 9 EXISTING S10EWALK THAT IS DAMAGED (ICED, CRACKED AND SETTLED) TO BE DEMOIISHEO AND REPIJrC.ED WITH NEW. CONTiiACTOR SHAi.I FOLD VERIFY AND CONFIRM QUANTITY WITH CITY MECTOR AND IKEA CONSTRUCTION MANAGER A EXISTING J -80X, LIGHT STAINOW ETC. TO BE REMOVED. REFER TO AND 10 CONFIRM WITH FRONTAGE ILLLA"TION PLAINS SHEETS 1-9. GENERAL NOTE: 1. ANY PUBLIC STREET TRENCHING (OF UTILITIES) SHALL BE AS PER THE CITY OF RENTON CODE, CHAPTER 10 SECTION 9-10-11 TRENCH RESTORATION ARID STREET OVERLAY REOLAREEMENTS. TRENCH RESTOMTION SMALL BE EITHER BY A PATCH OR OVERLAY METHOD, AS REQUIRED AND M,IICATED ON CITY OF RENTON STANDARD PLANS H032, H032A, AND H033. 2. ANY VAULT OR J -BOX LOS REW"" IN THE SIDEWALK SHALL BE ADJUSTED TO MATCH FINISH GRADE/'FLUSH WITH SIDEWALK SURFACE AND WITH NON-SKID LIDS. i �THEFT SIGN !. onu r CITY OF RENTON �GH�t j� o�P.•►r+T�w-r of �_ic wow�cs �P try 80W 41ST ST. PLAN KEA RMENO.OK49ff,0 FENT WA. °tr � � � e or�� 6/11/2015 w.E mo. U 15001266 !d. GtT�MG EM6��� CtlCm JSG wo" 1"=40' P4LD NOOK- PAOE W oWrV OF wuc acs r!f Cf x m m ap, u� t• o� D z F--+ 1 Z t G 0 446 z z n Z z T C ,y Z 4 rn ^n� � ��~ Z 111 m m >1 mmi . � O Nab WA" ��---r+�► I F, 11160 f2 I Rh., IGHT STANDARD & NEAkST JOINT V' 1 ENO 6FT WOE NEW SIDEWALK MATCH EXISTMIG SIDEWALK P0G,)' ° wATE70 &A] NIC „""'r„� -STAN 65+66.71 1 �' POWER EASEMENT r �. REC.NO.7903060824 I i WATERLINE EASEMENT i r� `�R C.NO.81090 46 i r • OCEND NEW 6 FT WIDE SIDEWALK MATCH EXISTING SIDEWALK WIDTH EW PRIVATE SIDEWALK 4 ' 44.5' NEW ROW LIME 0 39' EXISTING EX ROW LINE 5.5' TO BE DEEDED VARIES 12.2'+/- TO 23.2'+/- TOTAL WIDTH VARIES 44'-55' 7' +/- VARIES EX PAVEMENT VARIES 5.5'+/- 6' S'+/- `Ii,�R� 1' SIDEWALK 0.5' VARIES 17'+/- TO 28'+/- 27' +/- 0.5PLANTER EXISTING i 1' SAWCUT - SEE SIDEWALK .N ! '' IVARIES STD PLAN 103 _VARIES 2x W. >--------------�_ ��'' -J -_--�, VARI--------------—---- - - - - ---=----- W4•� �a------------- - - - - -----------__==_- DNEW VERTICAL CONC. CURB & GUTTER1 8 9 WHERE SHOWN ON PLAN. MATCH WITH EXISTING NEW 5" THICK CEMENT CONCRETE IWTEN A -A SIDEWALK. WHERE AND AS SHOWN ON PLAN. G IS DAMAGED SW 41M tj i6 NOT TO SCALE STA: 55+66.00 TO STA: 70+00 EXISTING LANDSCAPE PLANTER TO REMAIN. RESTORE/REPLACE WHERE DISTURBED CITY OF RENTON, NAVD 88 AwovW by: MARK: CITY OF RENTON CONTROL AWovW by: POINT NO. 1864 WAS HELD ovW by. FOR ELEVATION, BEING 19.488 FEET (NAVD88) aM.d TO CRY WANDA� Dote Dote Date Dote 0 4 SIGNAL LOOP (1 `ROWER EAS to I �. REC.NP61223 t I � VIII I I r 1 t a P(UG) ; PUG) AI _ ---- y 4.94 D f W 1 tt - tt ® __r •• M4a ,� P� 5 GRA® pF A S*1 ~ c� A, �28527 Fss/ s i Ea /OVA L EN 40,-7,p - 1,4- 1"=20 FT MCEA PROPERTY INC 420 ALAN WOW ROAD PA 19426 CONTACT: T E. SLATON CONSTMXTION MANAGER P: (610) 834 -(MM CELL 303-50-41223 E:oil Emar CONSULTIING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 96032 CONTACT: JAY GRUN. PE (425)251-6222 r4w-• ' • • ` DPCC PUBLIC SIDEWALK AS PER COR STD PLAN DETAILS 102. SECTX)N ADJACENT TO BUFFER STRIP. SEE DETAIL SHEET C2.5 DNEW CURB is GUTTER AS PER C.O.R. STD. PLAN - 101. REPLACE AS PER C.O.R. STD. PLAN 103 SEE DETAIL SKEET C2.5 3 NEW PCC DRIVEWAY ENTRANCE AS PER C.O.R. STD. PLANS 104.2 AND 104.5 TYPE AS NOTED ON PLAN. SEE DETAIL SHEET C2.5. SAWCUT AND REPLACE ASPHALT AS PER COR STD PLAN 103. MATCH WITH EXISTMIG CURB GUTTER AND SIDEWALK AT NEAREST 4T EXPANSION JOINT. FIELD VERIFY AND CONFIRM EXACT LOCATION. EXIST DRIVEWAY ENTRANCE, AND DEPRESSED CURB/GUTTER 5 R (C&G) TO DEMOLISH AND REPLACED WITH NEW SIDEWALK, C&G. SAWCUT AND REPLACE ASPHALT AS PER COR STD PLAN 103. 6 RESTORE AND DISTURBED LANDSCAPE, SMOOTH SURFACES AND LANDSCAPE INCLUDING STREET TREES AS PER COR. SEE LANDSCAPE PLANS. (D FRONTAGE LUMNrAIRE AS PER FRONTAGE ILLUMINATION PLANS SHEETS 1-9. 8 PRESSURE WASH EXISTING SIDEWALK THAT IS U 1DAMAGED AND DETERMINE AS SUITABLE TO REMAIL. 9 EXISTING S10EWALK THAT IS DAMAGED (ICED, CRACKED AND SETTLED) TO BE DEMOIISHEO AND REPIJrC.ED WITH NEW. CONTiiACTOR SHAi.I FOLD VERIFY AND CONFIRM QUANTITY WITH CITY MECTOR AND IKEA CONSTRUCTION MANAGER A EXISTING J -80X, LIGHT STAINOW ETC. TO BE REMOVED. REFER TO AND 10 CONFIRM WITH FRONTAGE ILLLA"TION PLAINS SHEETS 1-9. GENERAL NOTE: 1. ANY PUBLIC STREET TRENCHING (OF UTILITIES) SHALL BE AS PER THE CITY OF RENTON CODE, CHAPTER 10 SECTION 9-10-11 TRENCH RESTORATION ARID STREET OVERLAY REOLAREEMENTS. TRENCH RESTOMTION SMALL BE EITHER BY A PATCH OR OVERLAY METHOD, AS REQUIRED AND M,IICATED ON CITY OF RENTON STANDARD PLANS H032, H032A, AND H033. 2. ANY VAULT OR J -BOX LOS REW"" IN THE SIDEWALK SHALL BE ADJUSTED TO MATCH FINISH GRADE/'FLUSH WITH SIDEWALK SURFACE AND WITH NON-SKID LIDS. i �THEFT SIGN !. onu r CITY OF RENTON �GH�t j� o�P.•►r+T�w-r of �_ic wow�cs �P try 80W 41ST ST. PLAN KEA RMENO.OK49ff,0 FENT WA. °tr � � � e or�� 6/11/2015 w.E mo. U 15001266 !d. GtT�MG EM6��� CtlCm JSG wo" 1"=40' P4LD NOOK- PAOE W oWrV OF wuc acs r!f Cf x m m ap, u� t• o� D z F--+ 1 Z t G 0 446 z z n Z z T C ,y Z 4 rn ^n� � Z 111 m m >1 mmi o� D F--+ 1 M b� d cCD 446 4 N00� woo O Z z T 44 D 8 CD N 0 _ W (� < � O W W N o a Z L . r- t J • C Q W F z N W _ •V CIL oQ o � Z � `CCCS oz E. w r� � a ,iiii v+ J C Q W F z � m o a m p� C W y o o J �. a IK N 0 0 0 0 J Y m N O U U d CL Ln !I O LO 777 o �0go N coo mtom ai E F= a� 3 -v of ■■■ III �L a� a� C 0 N M 11000 . .. coo Z Z Z V) 0 a N M m t��J " , • 's VALVE Mii•!i• VALVE V ,i IOF- Wol Zr9q I LIN TER • .. _ ■ w IL ��rlcffi-�"at i MR wj ni i���1►M�fi"iNIV �w,eft �. . An JY.. • � � ....w• ... _ eve . • . �. .. .. ,y.. m i r,,, .. • .dam t w� dorm="# ' O • • ii :5"*� .... .a�►.�lir Q"�' �• �..� � � ���� ! r`,�M�.► �ltrTir.. M 1�i..' * _.___�:-�-••�!.,`„+-:,.J! �".�r r� ,... j .__ • .. • �t � � � � �{�• �ai�� � �` • s ■rss._ .... .�, �_� ., �I■►?.'�* !'.'� _4 'rii►� ,. �.�►..� .. i•,� mil•% ... ' 9 , � � � � • • '� ��► VIII y : • - :FIX• • , • o IV _ r ; I I .. 40 i .. ..... • WATER VALVES TOTAL WIDTH VARIES 56'-68' CITY OF RENTON v %—/ ENS G&G CITY OF KENT 5'+/- 8' g' EX PAVEMENT VARIES VARIES 5' +/_ 1 f PLANTER 0.5' 28' VARIES 28' TO 41 ' 0.5' 0 - 6.5' SIDEWALK SAWCUT SEE STD PLAN 103 / VARIES I / �� �` __---- J- --- ---_-------=-----___ -VAR -__ -- L__ ��---------- -� ---------------------------------1t4Rigs C> NEW 8 FT WIDE 5" THICK EW VERTICAL CONIC. CURB do 2 \ CEMENT CONCRETE SIDEWALK. GUTTER WHERE SHOWN ON DEMOLISH AND REMOVE EXISTING PLAN. MATCH WITH EXISTING EXISTING 6FT WIDE MEADERING PCC SIDEWALK TO DEMOLISH AND REMOVE T r - +r► ` i EX. PLANTER WIDTH VARI__ INSTALL NEW LANDSCAPE TO 8 FT IN WIDTH AS NEEDED. EXISTING LANDSCAPE PLANTER OF 8FT WIDTH AND LESS TO REMAIN. RESTORE/REPLACE WHERE DISTURBED NOT TO SCALE STA: 25+40 TO STA: 39+50 11�111C.AL DA7M ClN OF RENTON, NAVD 88 �YAIrG ClN OF RENTON CONTROL POINT N0. 1864 WAS FIELD FOR ELEVATION, BEING 19.488 FEET (NAV088) •i ter.■n/v Vw. w * w.w FOUND MONUMEW--/ " SURFACE BRASSY IN SIGNAL POLE BASE STAMPED "F-11 It D TOCRY Approved by: Dote Approved by: Dote 12.,!f h5-- Approved by: Date Fwd by: Dote IKEA PROPERTY INC O S . G,Q 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 14426 CONTACT: DV3NT E. SLATON cd151*tIC1I011 w6k"Am P: (00) R34-01 ft CELL 303-50-46223 � E: o� �F 2852 7 �p � E N CONSULTM ENWERS FS's C 5 T E� 18215 72ND AVENUE SOUTH KENT, /DIVA L Eve IMA 9mm CONTACT: JAY GPM. PE (425)251-6222 CoNsTRucTM KEMTES. ODEMOUSH AND REMOVE XISTING SIDEWALK AND INSTALL NEW PCC PUBLIC PER COR STD PLAN DETAILS 102. SECTION ADJACENT TO BUFFER STRIP. SEE DETAIL SHEET C2.5 ONEWCURB ac GUTTER AS PER C.O.R. STD. PLAN - 101. REPLACE AS PER C.O.R. STD. PUN 103 SEE DETAIL SHEET C2.5 (DNEW PCC DRIVEWAY ENTRANCE AS PER C.O.R. STD. PLANS 104.2 AND 104.5 TYPE AS NOTED ON PLAN. SEE DETAIL SHEET C2.5. SAWCUT AND REPLACE ASPHALT AS PER COR STD PLAN 103. OMATCH WITH EXISTMIG CURB GUTTER AND SIDEWALK AT NEAREST EXPANSION JOINT. FIELD VERIFY AND CONFIRM EXACT LOCATION. OEXIST DRIVEWAY ENTRANCE, AND DEPRESSED CURB/GUTTER (CABG) TO DEMOLISH AND REPLACED WITH NEW SIDEWALK, CABG. SAWCUT AND REPLACE ASPHALT AS PER COR SM PLAN 103. O6 RESTORE AND DISTRUBED LANDSCAPE, SMOOTH SURFACES AND LANDSCAPE NiCU1D1tiG STREET TREES IS PER COR. SEE LA1106CAPE PLANS. ODEMOLISH AND REPLACE SIDEWALK AT EXFSTIIiG BUS STOP. 10' WIDE. COOROMNTE TEMP. BUS STOP CLOSURE AND SIDEWALK REPLACEMENT WITH METRO TRANSIT. OFRONTAGE UIMMUMtE AS PER FRONTAGE ILLlNiIfMTiON PLANS SHEETS 1-9. OEXISTING J—BOX, LIGHT STANDARD ETC. TO BE REMOVED. REFER TO AND CONFIRM WITH FRONTAGE ILLUINIMTION PLANS SHEETS 1-9. GENERAL NOTE: 1. ANY PUBLIC STREET TRENCHING (OF UTILITIES) SHALL BE AS PER THE CITY OF RENTON CODE, CHAPTER 10 SECTION 9-10-11 TRENCH RESTORATION AMD STREET OVERLAY REOUIIREMENTS. TRENCH RESTORATION SHALL BE EITHER BY A PATCH OR OVERLAY METHOD, AS REOUNED AND MWATED ON CITY OF RENTON STANDARD PLANS H032, H032A, AND H033. 2. ANY VAULT OR J -BOX LIDS REIT N" MI THE SIDEWALK SHALL BE ADJUSTED TO MATCH F"SH GRADE/FLUSH WITH SIDEWALK SURFACE Alio WITH NOS! -SKID LIDS. 1 r SCALE 1 • +. • Vr 1i _ Fm T m � M � � � `CCCS oz 4 2 c z m n m D 0 a z G z c rh Imm o � � oz W y CL i 0 z W d 2 W Vl 4:>M4 0 MM4 Z L0 c V a N., D .. ,� . ,� � - �..�• r,. �r . _ � ,a J U t� H c . _ _MA a ` w •� � `m O N U a a. U) w z � D 9 000 4:>M4 o C< MM4 Z 70 c a N., w .. ,� . ,� � - �..�• r,. �r . _ � ,a J U t� H c . _ _MA a ` w •� � `m O C cm N W y _C M m U o a 19 9 o W Y 0 0 % o C< z c� c � CL LTI c� .. ,� . ,� � - �..�• r,. �r . _ � ,a IIIIIIIIII�I III�IIIII III I�I IIID ILII c . _ _MA a ` w m D 9 A cm N W y in in to . W � 0 �— o m U V U hi E i= a� v 0 v� -;v i i co po 00 i v+ C .c cu Q) c co rn i1�Z 00 N C > O W LZ N M m O V) > W i SW 41 ST STREET: 70+00.00= LND AVENUE SW: 89+92.59 SHEET C1.6-4 ROW LINE 5.5' TO BE DEEDED 5+ 1 89 + 8' 17 DEMOLISH AND REMOVE EXISTMIG 6FT WIDE MEANDERING ASPHALT PATHWAY. INSTALL NEW 8 FT WIDE 5" THICK CEMENT CONCRETE SIDEWALK. EX. PLANTER WIDTH VARIES 0' - NEW LANDSCAPE PLANTER WHERE EXISTING IS L THAN 8FT IN WIDTH. EXISTING LANDSCAPE PLANTER OF 8 FT WIDTH AND LESS TO REM". 85.5' R 45.5' X ROW LINE 40' (EXISTING 4 ;1 40' TOTAL WIDTH 56' 12' +/- 8' ' 6.5' + 5' + - PLANTER0.5, 28' +/- T28'+/- 0.5' VARIES SIDEWALK 1' SAWCUT - SEE �P S� V� STD PLAN 103 VARIESI ---- VARIES---- —-- ��� _-----------———————— — — — — —— S NEW VERTICAL CONC. CURB & GUTTER WHERE SHOWN ON 2 PLAN. MATCH WITH EXISTING (D RESTORE/REPLACE WHERE DISTURBED NOT TO SCALE MU114 LAM FAI 17A, ::Cd I DEMOLISH EXISTING ASPHALT PATHWAY AND INSTALL NEW PCC O EXISTINGMANHOLES, VAULTS AND VALVES TO BE ADJUSTED TO PUBLIC SIDEWALK AS PER COR STD PLAN DETAILS 102. MATCH FMNSH GRADE. NON—SLIP COVERS AND LIDS ARE Rf0U1RED SECTION ADJACENT TO BUFFER STRIP. SEE DETAIL SWEET C2.5 NATFNN THE S�OEMN�LK AREAS. SEE ALSO GENERAL. NOTE 2 BELOW. Q 3 ONEW CURB do GUTTER AS PER C.O.R. STD. PLAN — 101. REPLACE AS PER C.O.R. STD. PLAN 103 SEE DETAIL SHEET C2.5 Og EXISTING STREET LIGFITS ANO/OR EXISTING J—BOX 70 BE DEMOLISHED AND ONEW PCC DR1VEWAY ENTRANCE AS PER C.O.R. STD. PIANS 104.2 REPLACED SEE STREET ILLUMINATION PLANS SHEETS 1-9. AND 104.5 TYPE AS NOTES ON PLAN. SEE DETAIL SKEET C2.5. �0 NEW PARALLEL CUliB RAMP AS PER wSDOT STD PLAN F-40.12-02 SAWCUT AND REPLACE ASPHALT AS PER COR STD PUN 103. _ TYPE A. SEE ALSO CURB RA11P DETAIL SPIFFY C1.6-4 OMATCH WITH EXISTING CURB GUTTER NEAREST EXPANSION JOINT. 11 FRONTAGE LUM04yWS AS PER FRONTAGE ILLUMINATION PLANS SHEETS 1-9. FIELD VERIFY AND CONFMtwI EXACT LOCATION. O EXIST DRIVEWAY ENTRANCE, AND DEPRESSES CURS/GUTTER 12 EXISTING CUilB AND CUTTER THAT IS DAMAGED (HEAVED, AND CRACKED) 5 (CAcG) TO DEAiOIISH AND REPLACED WITH NEW SIDEWALK, CTG. AS SHOWN ON THE CONTMCToa SHALL FOIE D TO AILD COIi111M0 AND OIIMiTiPLACED WITH NEW. SANtCUT AND REPLACE ASPHALT AS PER COR STD PLMI 103. �MSPECTOR MID NtE� �ONSTRl1CT10M MANAGER 2 O6 RESTORE ANY DISTU116E0 LANDSCAPE, SMOOTH SUIlFK;ES AND LANDSCAPE INCLUDING STREET TREES AS PER COR. SEE LANDSCAPE PLANS. O7 EXISTING STREET TREES TO REMA1N. PRESERVE AND PROTECT. SEE LANDSCAPE PLANS. GENERAL. NOTE: i 41--00 1. ANY PUBLIC STREET TRENCHING (OF UTILITIES) SHALL K AS PER THE CITY OF RENTON CODE, CHAPTER 10 SECTION 9-10-11 TRENCH RESTORATION AND STREET OVERLAY REO MIEMENTS. TRENCH RESTORATION SHALL RE EITHER BY A PATCH OR OVERLAY METHOD, AS REGUMiED AND INDICATED ON CITY OF RENTON STAIiaM PLANS H032, H032'A, AND H033. 2. ANY VAULT OR J -BOX LIDS REMA NMiG IN THE SIDEWALK SHALL BE ADJUSTED TO MATCH FLASH GRAM/FLUSH WITH SIQEVALK SURFACE AND WITH NON - SKID LIDS. MAL IWW, C�1 Fm �r CITY OF RENTON, NAVD 88 70 CfI V WASIV Approved by: Dote CITY OF RENTON CONTROL Approved by: Date �o� �F 29527 a POINT NO. 1864 WAS HELD Approved by: Date OMA L FOR ELEVATION, BEING 19.488 FEET (NA ) oved Dote 26 •/,r STA 83+00 SEE CURB RAMP DETAIL SHEET C1.6-4 BIND AVE SECTION PROFILE .�i SSI OFF AT 1__5Z 9ECT10N A—A STA 0+83 VIEW NORTH SCALE 1" =10 FT F10RZ.. 1" 5' VERT CRY OF FLWTON MEA PNOPERTY INC - - - OErART1�AENT O� rlJeL.IC WOPMCB 420 ALAN w00D ROAD CONSFIOHOCKEN, PA 19424 CONTACT: DIIIIIIOMT E. SLATON OOMS11M1C110N MANAGER P: (610) 834-0110; CELL M3-549-41623 9111pMiUSEN CONSULTING ENGINEERS 18215 721q MIEINJE SOUTH KENT, IW► 96032 CONTACT: JAY CRUM. PE (42551-6222 UND AVE. 807IT"T M; Oil iiiiii n: rT m UJ '�+►'�rx: �Ir 41IIIIIIIIIIIIIIIIIIII�IIII-�' IIIIIIIIIII � o C< z x c LTI c� .. ,� . ,� � - �..�• r,. �r . _ � ,a IIIIIIIIII�I III�IIIII III I�I IIID ILII c . _ _MA a ` w m D 9 A cm N W y 9ECT10N A—A STA 0+83 VIEW NORTH SCALE 1" =10 FT F10RZ.. 1" 5' VERT CRY OF FLWTON MEA PNOPERTY INC - - - OErART1�AENT O� rlJeL.IC WOPMCB 420 ALAN w00D ROAD CONSFIOHOCKEN, PA 19424 CONTACT: DIIIIIIOMT E. SLATON OOMS11M1C110N MANAGER P: (610) 834-0110; CELL M3-549-41623 9111pMiUSEN CONSULTING ENGINEERS 18215 721q MIEINJE SOUTH KENT, IW► 96032 CONTACT: JAY CRUM. PE (42551-6222 UND AVE. 807IT"T M; Oil iiiiii n: rT m UJ D mm � o C< z x c LTI c� � Nz m m m D 9 A cm N o � �a _D z � ' 4 oco> r" z n cm N W y LNC AVENIN 91N M#M ARTERIAL S34 36 55 E 5.00 BOTTOM OF RAMP/GRADE BREAK STA: 81+68 +/— MATCH EX. AT QST JOINT H/C RAMP SIGNAL POLE PEDESTRIAN 0SIGNAL/ Jeo J / J a , J J z JJJjJJ SIGNAL 0) MATC 90TTOM Or,, XISTING � fCIK'ii�l1! D /r�►a►�nc 0 N co vq 71 : avd Z *Q I h.Uqll I lio DDEI►IOLISH EXISTING ASPHALT PATHWAY AND INSTALL NEW PCC PUBLIC SIDEWALK AS P£R COR SM PLAN DETAILS 102. SECTION ADJACENT TO BUFFER STRIP. SEE DETAIL SHEET C2.5 (DREMOVE/RELOCATE EXISTM IKEA SIGN, FLAGS AND LIGHTING. OEXISTING SIGNAL CONTROL CABINET TO REMAIN O DEMOLISH EXISTMIG CONCRETE MW.L AS NEEDED FOR NEWSIDEWALK. ODEMOLISH EXISTING CONCRETE SIDENMLK RAMP TO SOUTH AS NEEDED FOR NEW SIDEWALK. ONEW SIDEWALK LAMOING AT LESS 2% SLOPE. (D 6" HEIGHT PEDESTRIAN CURB AS PER WSDOT STD PLAN F-40.12-02 SEE DETAIL SFIEET C2.4 STANDARDLIGHT TOP OF RAMP/GRADE BREAK POWER VAULT --------------- v ----------- --------------------- ►, ooolo 11 � 7 — - A=37' '51 N * L=33. 21,451 EXIST DEWALK f# f 4 �V( L -NL- i ....d�B- POWER VAULT Bo OF r4 1( / FIELD VERIFY TOP OF 4'H: ( ( ( BRE l' V SSE SLOPE 1( �( o ( f( i(( r R=5 .0 I BB 1 ; !i L = .10 ! ' / IIf ! B If ' A ! ! o = " !aq DAnW FM CITY OF RENTON, NAVD 88 70 —CITY WANCMWM Approved by: Dote AAMMO. •'� by: DoteCITY OF RENTON CONTROL 76hilc POINT NO. 1864 WAS HELD Aplxoved by: Dote FOR ELEVATION, BEING 19.488 FEET (NAVD88) AWovW Dote A=26.17'30" R=10.00 L=4.59 LW AVENJEWOOIR l RFENAL -------------------------- - - - - - -� - - - - - - - TOP OF --�.' ---_ S / as'OS•� ♦ 8 `IiV NCEA PROPERTY NUC S . GRA 420 ALAN WOOD RW W '��` ���► CONTACT: DUGH T E. SLATON 73 CONSIRWYM MANAGER �n (610) 834-01 ft CELL 303-549-4623 Z Y /0 OMA L E =39.00- 39.0011.41 D (A O CONTACT: JAY GRUB, PE O V a D In to '— to r- W a ~O V7 r tG 40 n U V U 0 N dam.. 0000 a) E N v 0 cr �v 00 -- V) yr c .c N c OZ 00 o o � > t!c N M LZ Z LNC AVENIN 91N M#M ARTERIAL S34 36 55 E 5.00 BOTTOM OF RAMP/GRADE BREAK STA: 81+68 +/— MATCH EX. AT QST JOINT H/C RAMP SIGNAL POLE PEDESTRIAN 0SIGNAL/ Jeo J / J a , J J z JJJjJJ SIGNAL 0) MATC 90TTOM Or,, XISTING � fCIK'ii�l1! D /r�►a►�nc 0 N co vq 71 : avd Z *Q I h.Uqll I lio DDEI►IOLISH EXISTING ASPHALT PATHWAY AND INSTALL NEW PCC PUBLIC SIDEWALK AS P£R COR SM PLAN DETAILS 102. SECTION ADJACENT TO BUFFER STRIP. SEE DETAIL SHEET C2.5 (DREMOVE/RELOCATE EXISTM IKEA SIGN, FLAGS AND LIGHTING. OEXISTING SIGNAL CONTROL CABINET TO REMAIN O DEMOLISH EXISTMIG CONCRETE MW.L AS NEEDED FOR NEWSIDEWALK. ODEMOLISH EXISTING CONCRETE SIDENMLK RAMP TO SOUTH AS NEEDED FOR NEW SIDEWALK. ONEW SIDEWALK LAMOING AT LESS 2% SLOPE. (D 6" HEIGHT PEDESTRIAN CURB AS PER WSDOT STD PLAN F-40.12-02 SEE DETAIL SFIEET C2.4 STANDARDLIGHT TOP OF RAMP/GRADE BREAK POWER VAULT --------------- v ----------- --------------------- ►, ooolo 11 � 7 — - A=37' '51 N * L=33. 21,451 EXIST DEWALK f# f 4 �V( L -NL- i ....d�B- POWER VAULT Bo OF r4 1( / FIELD VERIFY TOP OF 4'H: ( ( ( BRE l' V SSE SLOPE 1( �( o ( f( i(( r R=5 .0 I BB 1 ; !i L = .10 ! ' / IIf ! B If ' A ! ! o = " !aq DAnW FM CITY OF RENTON, NAVD 88 70 —CITY WANCMWM Approved by: Dote AAMMO. •'� by: DoteCITY OF RENTON CONTROL 76hilc POINT NO. 1864 WAS HELD Aplxoved by: Dote FOR ELEVATION, BEING 19.488 FEET (NAVD88) AWovW Dote A=26.17'30" R=10.00 L=4.59 LW AVENJEWOOIR l RFENAL -------------------------- - - - - - -� - - - - - - - TOP OF --�.' ---_ S / as'OS•� ♦ 8 `IiV �GHAV�4 mP �Z °sem � !b• Gtr��G EMG��� w m CL Id V) V z �- z uj _ CN zLL- o°+ � `✓ V 8 0 - -- + '�- BREAK A=3'23'41 N r r rt L=3.67' � r r A=31'36' 16" ,r } R=10.00' ,r t ir` a L=5.52' ,t t Ln't }tt t } t it t tt t }t t }t t }t t it t It } }t t tt t }t } N89' 19't39"E 111.04' }} t tt 1 i} ! }i t }} t }! g !d d (i ! ! i d ; i! ! (i B (! i �. .. •.. ...i ... .. ... cD - re -3'�6V7ab a � D NCEA PROPERTY NUC S . GRA 420 ALAN WOOD RW EN, PA 19425 '��` ���► CONTACT: DUGH T E. SLATON 73 CONSIRWYM MANAGER �n (610) 834-01 ft CELL 303-549-4623 45'25" N C0N&XTW ENGMIEERS 18215 72ND AvENt1E SOUTH KENT, /0 OMA L E =39.00- 39.0011.41 D VIA 96032 11.41 CONTACT: JAY GRUB, PE .9-1'0 -��- (425)251-6222 �GHAV�4 mP �Z °sem � !b• Gtr��G EMG��� w m CL Id V) V z �- z uj _ CN zLL- o°+ � `✓ V 8 0 - -- + '�- BREAK A=3'23'41 N r r rt L=3.67' � r r A=31'36' 16" ,r } R=10.00' ,r t ir` a L=5.52' ,t t Ln't }tt t } t it t tt t }t t }t t }t t it t It } }t t tt t }t } N89' 19't39"E 111.04' }} t tt 1 i} ! }i t }} t }! g !d d (i ! ! i d ; i! ! (i B (! i �. .. •.. ...i ... .. ... cD - re -3'�6V7ab a � D NCEA PROPERTY NUC S . GRA 420 ALAN WOOD RW EN, PA 19425 '��` ���► CONTACT: DUGH T E. SLATON 73 CONSIRWYM MANAGER �n (610) 834-01 ft CELL 303-549-4623 n �E, 28527�� � S 1 Ea ��► N C0N&XTW ENGMIEERS 18215 72ND AvENt1E SOUTH KENT, /0 OMA L E m D VIA 96032 CONTACT: JAY GRUB, PE .9-1'0 -��- (425)251-6222 �GHAV�4 mP �Z °sem � !b• Gtr��G EMG��� w m CL Id V) V z �- z uj _ CN zLL- o°+ � `✓ V 8 0 - -- + '�- BREAK A=3'23'41 N r r rt L=3.67' � r r A=31'36' 16" ,r } R=10.00' ,r t ir` a L=5.52' ,t t Ln't }tt t } t it t tt t }t t }t t }t t it t It } }t t tt t }t } N89' 19't39"E 111.04' }} t tt 1 i} ! }i t }} t }! g !d d (i ! ! i d ; i! ! (i B (! i �. .. •.. ...i ... .. ... cD - re -3'�6V7ab a � D z� �7 c 73 �n W z m m m D 0 z c� z c 3 m I 4 00 C) r O r !Z a rn W m b �� Q So SSW" -c ss - SSCO W X ui lei CB 11 SS................... .... w w w WT w w w FY TA" rZA&I e,,FWFR h(w. ro- UFTRO) "fAi 0 RA MO. lma-"N_m 77— F m --------- — -------------- -------- ---------------------------- -------------- ----- -------- ------ 00 7�—LIGHT Ilia�t �I Loc I T 0 KEA PAIWERW *C R 384727 C��i 1 420 ALAN WOOD ROAD 11"I'll G,4 11111140HOCKEN, PA 19426 S 384701 W 3847 1 *-OS. S, V"� A y *� %j &A FK6 S COWACT: DWWT E. SLATON DA7W Fmccootiomm A-, UA 'v �i�oj cTmIVCpCITY OF RENTON, NAVD 88 TO co10 WY WMANNIM 934-018t CEU 3W-50-4623 AlWovod by: ft -e c Dote a — CALL 2 MM�OF�CNiGi DAYS L't FhKmwfL 5JF 28527 CITY OF RENTON CONTROL AWowd by: Aaff Dole 411ZA111-r d % N COMAUM ENMERS YOU M POINT NO. 1864 WAS HELD 0--- 18215 72ND AWWA WUTH KENT, /'Il- tic AWoved by: Yja A Dote i 9sidi: F W -w #A L WA 1111111111M FOR ELEVATION, BEING v 19.488 FEET NVD68NON Date WC: AY G M. P (45251-622 CITY OF RENTON �GH�� j� �ErARTAAEiVT OF ��,.�� wo�� �r d`ZOVERALL llTtJTY PLAN �k NCEA JOPMEW, N=,..lTON, WA. 0 US IDAlRE 6/11/2015 Pu mo. U 15001266 Cr–13mi JW or," 1 '=40' BOOK -PAM ==TV OF PU&C cr CPQ - P. - 3aov-? � -'-) W) s 3 2v � 40 / L T V Z- --I I Z z N l_J 00 uj c ��v W y 0�0 Lai 6wo m z m m Q. U to 777 in In w 0 I to ISO I I CN (D CID co L6 U. LA - Lo 0 U V- C) CN rn ai E 0 CP to 0z 00 10� Cm C c*4 W) c: (o (Zi W) 00 N ff) SSW" -c ss - SSCO W X ui lei CB 11 SS................... .... w w w WT w w w FY TA" rZA&I e,,FWFR h(w. ro- UFTRO) "fAi 0 RA MO. lma-"N_m 77— F m --------- — -------------- -------- ---------------------------- -------------- ----- -------- ------ 00 7�—LIGHT Ilia�t �I Loc I T 0 KEA PAIWERW *C R 384727 C��i 1 420 ALAN WOOD ROAD 11"I'll G,4 11111140HOCKEN, PA 19426 S 384701 W 3847 1 *-OS. S, V"� A y *� %j &A FK6 S COWACT: DWWT E. SLATON DA7W Fmccootiomm A-, UA 'v �i�oj cTmIVCpCITY OF RENTON, NAVD 88 TO co10 WY WMANNIM 934-018t CEU 3W-50-4623 AlWovod by: ft -e c Dote a — CALL 2 MM�OF�CNiGi DAYS L't FhKmwfL 5JF 28527 CITY OF RENTON CONTROL AWowd by: Aaff Dole 411ZA111-r d % N COMAUM ENMERS YOU M POINT NO. 1864 WAS HELD 0--- 18215 72ND AWWA WUTH KENT, /'Il- tic AWoved by: Yja A Dote i 9sidi: F W -w #A L WA 1111111111M FOR ELEVATION, BEING v 19.488 FEET NVD68NON Date WC: AY G M. P (45251-622 CITY OF RENTON �GH�� j� �ErARTAAEiVT OF ��,.�� wo�� �r d`ZOVERALL llTtJTY PLAN �k NCEA JOPMEW, N=,..lTON, WA. 0 US IDAlRE 6/11/2015 Pu mo. U 15001266 Cr–13mi JW or," 1 '=40' BOOK -PAM ==TV OF PU&C cr CPQ - P. - 3aov-? � -'-) W) s 3 2v � 40 / L T V Z- --I I Z z N l_J 00 c c ��v W y 0�0 z m z m m T My N l_J 00 O c ��v W y 0�0 V) LJ a V) w Z ...d a Q I O 3 • Z zc x � FSI # IJ .c • � m r t !w f " # m • co _ D r*i -- R i +r V) LJ a V) w Z ...d a Q I O 3 is Z zc x � FSI t�7+ IJ .c c � m o J a " p� IG m c a a— J F- a -� 0 WAN = J is 15 C J W W � U V1 D U M -» o m®mo�s- I N N 1 1 I 1 1 1 � a I 1 1 1 19m4w, o zo 40 so cn n 0 OW S, CLEAN OUT PER COR STD DTL 4Q, 1 RIM = 20.1 IE = 14.30 (6 TO N i =, SADDLE PER CITY STD DTL 406.1 IE=14.15 +/- FIELD VERIFY RtM = 20.17 IE = 14.16 (6" NE) REFERENCE CITY OF RENTON RECORD DRAWING NO S-251 PLAN AND PROFILE SAMTARY SEWER BENAROYA CO WAREHOUSE AUG 7, 19 78 M 5 LF J 6" SS • 2.78% IE=15.92 - 15" SD - TOP = 15.28 -6" SS IE= 14.72 - 6" SS SCALE: 1"=40' IKEA WEST SIDE SEWER PROFILE FINISH AT SEWER — 25 25 6' SS E = 14.6 41 h TOG.15.1 - 13' MY IE16.0 • �-!' ,..,Ii',�•. .. . �� 04 of o o 04 7 o SCALE: 1"=20' HORZ. 1" =5' VERT 11e111r-AL DA1W CIN OF RENTON, NAVD 88 �i1A1rG CIN OF RENTON CONTROL POINT N0. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) i__a»w■_a■>_a_aw_.._a-_E_1__aia■a!■!■1•■■���� ■ >• to � , ,� SIRE PROTftft a mmECTION ROOM iarm maws ELECTRICAL ROOM 10 -mum., -mm 0 3, C1 OUT PER cm I SID DSL 403.1 � ■ CONNECT TO EX 8 SS, S#ME PER IIIIIN ' 20.18 _ CITY SM DTL 406.1 IE = 14.30 (6") ■ IE=14.15 +/— FIELD p I ■ VERIFY ■ IE = 14.16 (6N E) ■ 1 0 IF - 9s sc sc sc tt s s s s s 91 ■ ■ SS 0 2.79X w 0 40 • ! ti4 , ! 1 14—INCH BLDG SEKR, IlEm 17.1 SEE PLLOAMW PLANS ' r i ■ ■ HiIllis i � 111111 SCALE: 1"=20' Approved by: �"'� 50ff — Dote Z - Approved by: ' ' Dote Approved by: Date AWoved by: Date J,pi ASy�♦BB 28527 `mss ^/s, it /04f O-Ztv-/,X- IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWIT E. SLATON CMSWWTIM MANAMIR P: (410) 934-01ft CELL 303-W-4623 E:KAM r !lAAt lSEN CONSIJLTIN G ENGINEERS 18215 72ND AVENUE SOUTH KENT, NIA 98032 CONTACT: JAY GRUN, PE (425)251-6222 u A: Of KEYMXP NOT TO SCALE WW" KEYN07M Oj EXISTING SSMH TO REMAIN. OEXISTMIG SIDE SEWER SHOWN AS PER RECORD DRAMNNGS. NOT FOUND DURING FIELD SURVEY. CONTRACTOR SHALL POTFIOLE OR VIDEO SEWER TO CONFIR#1 LOCATKklS ANO ABANDON/DEMOLISH AT IMAM! THOSE SIDE SEWERS NOT BEMIG USED. OEX. SAN SIDE SEWER PLUG WITH CONC. SEE ALSO DEMOLITION PLANS O ABANDON/DEMOLISH SAN SEWER AIAMFIOLE AS PER COR STD DTL 400.5 An o� I is tV zc x � Ocm c cCA L0 � � � z WF m m co _ D � � -- LO .c q* (0 4D N Z m L6. U. U m 6 U U a 0 CP V) co 00 to Z O ,` V) a� a� c to r N W) G . ca Z Z a V'f V'f to LL m®mo�s- I N N 1 1 I 1 1 1 � a I 1 1 1 19m4w, o zo 40 so cn n 0 OW S, CLEAN OUT PER COR STD DTL 4Q, 1 RIM = 20.1 IE = 14.30 (6 TO N i =, SADDLE PER CITY STD DTL 406.1 IE=14.15 +/- FIELD VERIFY RtM = 20.17 IE = 14.16 (6" NE) REFERENCE CITY OF RENTON RECORD DRAWING NO S-251 PLAN AND PROFILE SAMTARY SEWER BENAROYA CO WAREHOUSE AUG 7, 19 78 M 5 LF J 6" SS • 2.78% IE=15.92 - 15" SD - TOP = 15.28 -6" SS IE= 14.72 - 6" SS SCALE: 1"=40' IKEA WEST SIDE SEWER PROFILE FINISH AT SEWER — 25 25 6' SS E = 14.6 41 h TOG.15.1 - 13' MY IE16.0 • �-!' ,..,Ii',�•. .. . �� 04 of o o 04 7 o SCALE: 1"=20' HORZ. 1" =5' VERT 11e111r-AL DA1W CIN OF RENTON, NAVD 88 �i1A1rG CIN OF RENTON CONTROL POINT N0. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) i__a»w■_a■>_a_aw_.._a-_E_1__aia■a!■!■1•■■���� ■ >• to � , ,� SIRE PROTftft a mmECTION ROOM iarm maws ELECTRICAL ROOM 10 -mum., -mm 0 3, C1 OUT PER cm I SID DSL 403.1 � ■ CONNECT TO EX 8 SS, S#ME PER IIIIIN ' 20.18 _ CITY SM DTL 406.1 IE = 14.30 (6") ■ IE=14.15 +/— FIELD p I ■ VERIFY ■ IE = 14.16 (6N E) ■ 1 0 IF - 9s sc sc sc tt s s s s s 91 ■ ■ SS 0 2.79X w 0 40 • ! ti4 , ! 1 14—INCH BLDG SEKR, IlEm 17.1 SEE PLLOAMW PLANS ' r i ■ ■ HiIllis i � 111111 SCALE: 1"=20' Approved by: �"'� 50ff — Dote Z - Approved by: ' ' Dote Approved by: Date AWoved by: Date J,pi ASy�♦BB 28527 `mss ^/s, it /04f O-Ztv-/,X- IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWIT E. SLATON CMSWWTIM MANAMIR P: (410) 934-01ft CELL 303-W-4623 E:KAM r !lAAt lSEN CONSIJLTIN G ENGINEERS 18215 72ND AVENUE SOUTH KENT, NIA 98032 CONTACT: JAY GRUN, PE (425)251-6222 u A: Of KEYMXP NOT TO SCALE WW" KEYN07M Oj EXISTING SSMH TO REMAIN. OEXISTMIG SIDE SEWER SHOWN AS PER RECORD DRAMNNGS. NOT FOUND DURING FIELD SURVEY. CONTRACTOR SHALL POTFIOLE OR VIDEO SEWER TO CONFIR#1 LOCATKklS ANO ABANDON/DEMOLISH AT IMAM! THOSE SIDE SEWERS NOT BEMIG USED. OEX. SAN SIDE SEWER PLUG WITH CONC. SEE ALSO DEMOLITION PLANS O ABANDON/DEMOLISH SAN SEWER AIAMFIOLE AS PER COR STD DTL 400.5 s o� D is Y� zc x � Ocm c cCA CD z :.n T :n. 00 r O z m m m ID _ D � � s o� D is Y� rn f" r M 09 T 7 Ocm cCA CD T :n. 00 r O w z W _ D � � o� D U rn f" r M 09 T 7 Ocm cCA D U 7 J J m U CL N LH L0 O N tL? QO E d 3 vi 1 3 M 00 tD r c tU c c PO 0 cn O r V V) w a Z a u � N Li a a 0 O Y O 3 V) V E"4 >04 Z .0 75 EM4 � 8Y 2 C *4 Lj Lli a LL a W m V- 0 m 0 I u") CL D w mmommm" 0 U w 0 z m 0 J J m U CL N LH L0 O N tL? QO E d 3 vi 1 3 M 00 tD r c tU c c PO 0 cn O r V V) w a Z a u � N Li a a 0 O Y O 3 V) V E"4 >04 Z .0 75 EM4 � z< S 2 C c c C CL rn Li O 0 o � J 0. •� Q S 2 '0 Gj C V :3 m V) V c�c > G LJ Y U a � c c C CL rn Li O 0 o � J 0. •� Q S 2 rm"* w z 0 V W w i ( } I 1 I � I I M EX 36 SAN SEWER (KING CO. METRO) n I I I I I I 1 I I 1 1 I I I I 1 I 1 � i I � i I I I fl, i i �I REFERENCE CITY OF RENTON RECORD DI NG NO S-251 PLAN AND PROFILE SANITARY SEINER RENAROYA CO WAREHOUSE AUG 71, 19 78 DA7W CITY OF RENTON, NAVD 88 i1A1rG CIN OF RENTON CONTROL POINT N0, 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD68) FM CCOARIANIX MCIR Y WANDA110111 Approved by: E''� '4''"`�' w'" -J `-e-ob" Date 41on l 2? Approved by: 04=& NQDaae L;: Approved by: Dote Amrowd bv: Date �WEF'� KEiPlO1E& O1 EXISTING SSMH ADJUST TO MATCH FMNSH GRADE (TYPK•AL) O2000 GALLON OIDCASTLE 410DEL 612 -GI► OR APPROVED EQUAL SAN. SEINER GREASE INTERCEPTOR. 12'-8' L X 6' - 8" W X 7'- 9" D. (OUTSIDE DIMENSIONS). SEE ALSO BUILDING PLtAIBMiG PLAN SHEETS P101 AND DETAIL 2/P605 O3 EX. SAN SIDE SEWER PLUG WITH CONC. SEE ALSO DEMOLITION PLANS 4O ABANDON/DEMOLISH SAN SEINER WlM40LE AS PER COR STD DTL 400.5 O EXISTING SIDE SEWER SHOWN AS PER RECORD DRMNM4GS. NOT FIELD VERIFIED. CONTRACTOR SHALL POTHOLE OR VIDEO SEINER TO COWIR11 LOCATIONS AND ABANDON/DEMOLISH AT AIAMI THOSE SIDE SEWERS NOT BEING USED. IKEA PROKIRTY INC S . G,Q� 420 ALAN WOOD ROAD A Sy CONSHOHOCKEN, PA 19429 /,�c CONTACT: DOT E. SLATON CONS1wtXIM MANAGER : (610) W -DIM CELL 303-50-4623 E: aftl *Rl� �,28527 �p �4 .�8` N C('�NStjLTMIG ENGIIrEERs FSS G S j E� ��' 19215 72ND AVENUE SOUTH KEW, /0 A L E� WA OW32 CONTACT: JAY GMM, PE (425)251-6222 5-384103 c -b 9 KEYMAP NOT TO SCALE 1 CITY OF RENTON E>E!'ARTMENT OF PUBLIC WORiC8 .. �.. ..�.» �. ...r dOO ldmk p Q F� C D z z�ZI0 W c�c > G LJ Y U � W z< S 2 J �z z m m m V J I CL rm"* w z 0 V W w i ( } I 1 I � I I M EX 36 SAN SEWER (KING CO. METRO) n I I I I I I 1 I I 1 1 I I I I 1 I 1 � i I � i I I I fl, i i �I REFERENCE CITY OF RENTON RECORD DI NG NO S-251 PLAN AND PROFILE SANITARY SEINER RENAROYA CO WAREHOUSE AUG 71, 19 78 DA7W CITY OF RENTON, NAVD 88 i1A1rG CIN OF RENTON CONTROL POINT N0, 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD68) FM CCOARIANIX MCIR Y WANDA110111 Approved by: E''� '4''"`�' w'" -J `-e-ob" Date 41on l 2? Approved by: 04=& NQDaae L;: Approved by: Dote Amrowd bv: Date �WEF'� KEiPlO1E& O1 EXISTING SSMH ADJUST TO MATCH FMNSH GRADE (TYPK•AL) O2000 GALLON OIDCASTLE 410DEL 612 -GI► OR APPROVED EQUAL SAN. SEINER GREASE INTERCEPTOR. 12'-8' L X 6' - 8" W X 7'- 9" D. (OUTSIDE DIMENSIONS). SEE ALSO BUILDING PLtAIBMiG PLAN SHEETS P101 AND DETAIL 2/P605 O3 EX. SAN SIDE SEWER PLUG WITH CONC. SEE ALSO DEMOLITION PLANS 4O ABANDON/DEMOLISH SAN SEINER WlM40LE AS PER COR STD DTL 400.5 O EXISTING SIDE SEWER SHOWN AS PER RECORD DRMNM4GS. NOT FIELD VERIFIED. CONTRACTOR SHALL POTHOLE OR VIDEO SEINER TO COWIR11 LOCATIONS AND ABANDON/DEMOLISH AT AIAMI THOSE SIDE SEWERS NOT BEING USED. IKEA PROKIRTY INC S . G,Q� 420 ALAN WOOD ROAD A Sy CONSHOHOCKEN, PA 19429 /,�c CONTACT: DOT E. SLATON CONS1wtXIM MANAGER : (610) W -DIM CELL 303-50-4623 E: aftl *Rl� �,28527 �p �4 .�8` N C('�NStjLTMIG ENGIIrEERs FSS G S j E� ��' 19215 72ND AVENUE SOUTH KEW, /0 A L E� WA OW32 CONTACT: JAY GMM, PE (425)251-6222 5-384103 c -b 9 KEYMAP NOT TO SCALE 1 CITY OF RENTON E>E!'ARTMENT OF PUBLIC WORiC8 .. �.. ..�.» �. ...r dOO ldmk Q F� o z z�ZI0 i o, m I c�c > G _<_ c N z< S <�oC05r J �z z m m m ID I Q F� o i o, m I c�c > G `CDO- N z< S <�oC05r J �z a I Q F� C� 6 � O r C� 6 � m mC — t co iE 9 w .. I �_: uj 1.9i C4q V w x L6 .� I cn olommm"Imm VIIIIIIIIIIIIIIIIIIII' 0 0 In 0 VIIIIIIIIIIIIIIIIII, 4< 0 3ro III AIM mommumm uj -5 1:5 u W. 1 6 z I m 0 "> 0- 9 44( __j _j Z3 m 10 :2 04 In . . m U-) T1_ 0 CN '�� r�% %_ "*� m . . 0 .9 �_ 11�� 0 _&� a 0 cp A� -0 . m I , 3: I to n 00 CD T_ 1-11 C" c L_ 4) 4) c .6 c 4) I--, (D po 00 (o V_ 1__*1 cn 0 0 C) (o ".. 1-01 fi: 4; = Lj_ it MA, I I - - �� V) � 12" DI CL 52 SPOOL LENGTH AS v I REQUIRED 12" SOLID SLEEVE REMOVE EX. FIRE A I HYDRANT, EX 12" � 6" TEE AND 6" GA 19801W7 VALVE AT MAIN. 0 20 40 80 j Mid 0 1 * �!; m ;u K *_� 7- I 12" SOLID SLEEVE (MJ) -w- 2 SCHFU4 TIC DETAIL ' SCIA1 Z_. - I " _�_ I 0 ir -7 M ra�j 1 CUT AND CAP EXISTING 2" WATER " - ,.1Cr%Vf%,#r_ 1V "%C^ Al 1Z MMM Lff%r-. CAUTION! ADJACENT ALLWCE PACKAGING WATER SERVICE IS TO REMAIN. IDREMOVE EX. FIRE HYDRANT, AND 6" GATE VALVE, 12' X 6" TEE AT ". LOCATE NEW CUT -IN FOR 12* X 10" TEE ADJACENT. SEE KEYNOTE 8 F"aaa 31 CUT -IN EXISTING WATER MAIN. 1 - 12" X 6" TEE (MJ X FL) 2-12" SOLID SLEEVES (MJ) 1-6* GATE VALVE (MJ X FL) HWN PLAN 1-F.H. ASSEMBLY PER CITY STD. CONCRETE THIRUST BLOCKS AS PER rnp qTn nTi IV)') REMOVE EX. 12" X 1 O" TEE AND m VALVE AT MAIN (BY CITY FORCES) INSTALL: 2-12" SOLID SLEEVES (MJ) 12" DI CL 52 SPOOL LENGTH AS REQUIRED IDFIRE MAI CONNECTION SEPARATE PERMIT REQUIRED. CUT INTO EX 12" DI WATER 2 - 12" X 12" TEES (FL) 2 - 12" GATE VALVES (FL X MJ) 1 - 12" GATE VALVES (FL X FL) 2 - 12" MJ COUPLING LONG PATTERN SLEEVE 1 - 12" DI SPOOL 18" MIN LENGTH CONCRETE THRUST BLOCKS AS PER COR STD DTL 330.2 El2 - 12" GATE VALVES (MJ) 2 - INDICATOR POSTS (3FT AWVE GRADE). TAMPER SWITCH MONITORED - SEE FIRE PROTECTION PLANS QUIRED IZI 8" CL 52 TO 4 -WAY FDC AT 3 FT ABV. GRADE AS FIELD VERIFY PIPE LENGTH AND LOCATION FDC. MIN 3 FT CLEAR OF OBSTRUCTIONS. [H]CUT -IN EXISTING WATER MAIN. 1- 12" X 6" TEE (MJ X FL) 2-12" SOLID SLEEVES (MJ) 1 - 6" GATE VALVE (FL X FL) 2- 6" 45* VERTICAL BEND (FL X MJ) 1- 6" DI SPOOL (1 8" MIN) 1-F.H. ASSEMBLY PER CITY STD. CONCRETE THRUST BLOCKS AS PER COR STD DTL 330.2 Nvll������� --%-"������--Nvl---V---Nv---V���--Nvl--N.-���� 1flCUT -IN EXISTING WATER MAIN. F aIi 2 - 1011 450 VERTICAL 15 LLJ w is 1 - 12* X 1 O" TEE (MJ X FL) BENDS (MJ x MJ) 1 ci T I 2-12" SOLID SLEEVES (MJ) 4 LF - 1 O" Di SPOOL 8 � z � � z � z z � � z � � � , � � � z t � � - - __�_,__ - ___ _ __ ��-��l----"""""",�1-1-----,-,--- z � z � I � I � I - 1 Ow GATE VALVE (FL X FL) cr CL 13 -13 I -3 I 2- 10" 45* VERTICAL BEND (FL x MJ) I I � � t � z , z 11 - - - - ------ ----------- - - ____ � � � I � � � z I a< - I In V_ to w- 1 - 1 O" DI SPOOL (1 81' MIIN) � � ___", I ........ - .... ..... _____,____ - - - - - - - - - ----- ----------- ---------- __ , � � � z z z � � z I � I � � z ---""--"�,�,�"----,-----,-"---",---"---,----,� ......... . _____ z � z t , � � z � z � � ___", -,---. ------- ____,____,_____,_,_ --- z z z z ___�� -,-,- --"--- ___,____,_________ _____ � � LLJ P.: W: 6 i -------- I'll ________,_,'_ ....... _____ ...... ______ I— I'll � � � � � � z � � � t � � � k � ___ ..... � - - ------------------ _', ____,_____ ....... _ ... _ ... � ............ - - - ------------------------------- I - - ------ _____ , � , - � , , - -11 I I I'll— I'll- I I--,,--- - - -,-- � � � , , ------- __1 ---------- - ----- - 11- ::_�::::_,,::� - ------ : - -7, r --v VINI-I - - w I- w 1 - 1 O" DDCVA AS PER CITY SM PLAN 360.20 (SEPARATE V_ * 11 __1 1__1111_111_____ _____11 11-1-111-11111--1 -_I____1_______ ______ 11 --- _,_______ _____ 1-11-1-111,11- ­­­­­ _,_______ ----- ------- - _____,__,______ -, ____,__,_____ ____.,_____ ____, "I --,------ ­­­­ -------------- -_ ---------------- L __ - . - - - - - I- w 1�_ -- _­ I L_ W PERMT, DESIGN BY OTHERS - Wk. STATE FIRE MARSHALL � � z t � . � -_ "I',"_ I - - I z I L � � � � � i z t z � � � � I � � I i -.-, I 1111111111-1 ... L --------------------------- I-,,,,--- (n m CA CERTIFIED SPROWLER DESIGNIER) - - z z � � z � � � � � � t � � � L � � i i R L6. L6. � � � � � � � � z � z � I �_ (A CONCRETE THRUST BLOCKS AS PER COR STD DTL 330.2 L) L) C-) � � � z � z � � I ___ . ....... _____ --- - ------------ _____ ... ______,_,__,___ - ------ ___ ... � ----- - -- ______, , z � � � � � I � I � CAA A 9WAP M% A A A Las kalla. 0- � z I - - - ........... .. " , __,_­_­__,­­,__ * W%ULIN woom"TME __ � t - � - ____11 ---- I— � � � � � � � � L � � � _____________, _111_1-1_____1_ " - I I ---,-"---,-L ........ - ----- -------------- - I � I � � � � � t � � � z � � , , � � I � ,__�_::: ... :::­�:::, ... ::�,-�,:::�,--:::::�::�::�:�:�-,:�:��::::--::--- 11 - - _':::_ __­___­,_,­­,­­­___�_ , I � z � � � � � � z � I � I � __ z I _111_1__1-__1__-1_1 -------- 1-1- --1-11-- � � � z � � � � � � � � I __ ........ .. __ ----- - ---- __�___ - z � � � ____7 � z- z z I t � I � I z � . I , - - ­ __ ... � ... � ........... ________,___, z � i � � � z I � � z � - - - - -------- � � � ...... . ........ � ... __ - - ----------- � ..... � .... _,______,_,__, cz - . I � � i � � � � � z � � -1 , ­,­ - -";;z ----- �L -- - ----------------- --------------- f ... ....... . ...... -----, � � I I z I , � _::7_________1_L, `1;;;;;;z .... � _______,,,, . , i � � � z � � � z � � z z � ___ -- ------- - - --------- _ ......... � ---- ��",-�-,--",-�----",--,------�,�,- � � z z z � � z � � � � z � I � - ------------- I --- � � � � � � � � i z � � I i � � ....... ___, - __ -_ �__ � I 11 � z � I � � � � � � � � � � � --�-,-------"-",,---�,,�'ll""IlI --.,-�1-11,111,111,111,1111,'ll""I'll"'ll""I'll""I'll",,�ll,",-"""'ll""I'll""I'll",-� W_ 1* rimbi EX. COMBINIED FOE PROTECTION SYSTEM BETWEEN ALLIANCE PACKAGING - ­­ ------- _______,_______. - -------- ___ ---­--­--- ______-___--11-111__ __-_1_______,____,.__1_ -_____11____.1__ __11111__-____ _,__­,­_________ ----"-- ---------,------- _________, __________ ______ -------- - ----------_-- _.,_,____ ___,________,____ ____ ______________ -----,,---,,,-----_____ _,_________,____ _______ ________ _________ ________ ... .. ___ ___ --- - --- -_ _____ _______ ______,_,_,__,____ _____ - ---- - - ___ - - __ --------,---- _________ - ---- ----------I I 16 ------- ____,_____ - _ ------ __ --------- _', ___ - - - - - __ ___,__,_,________,____ ----------- - --,--i- . - - - s fou )ED TO � L 1 Pq v ____ __ - - ____ ---------- -_ A I I'll I I z I L . L � � I I � z z � ................. � ---------- -- - _1_111___1_______1__ - - ____1_- _____ A L..j AND IKEA GARAGE. WATER L*K. WATER VALVES AND HYDRANTS FOR � --------- ____ __ � � � ---�,-,--------------"-----------"---,-,--"------------�---------"---,,,�-""�,� ______1111111_1_1__1____'1 ---- I—' --- 1-1 - -------- --- --I---- z � , z A ....... _________ - -------- -,�--------------,----.,-",----",----------,--------------"------"� __1_11-________ -I,------ --,--- ", ____ --: - -----,- - ­- ­ ­ -,--- -- ---.-.,.- ­­----­---- -----­-­---- ----­-­---­------ -----,------,- ----- --::::::1: :::: - :::, ----------- --- - ----- __ ------,- __ , - __ __ _ -_ ------ .---,-,- - ­­ ­­­­ ­ ---------- -- ______ __,________ ------------ _____ - ------,-- - - - ____ ---------- --------- --- ----,----- _____ ____ z z z z � , L z ______ ,------,---,----- z z I � ---a qp I ! 11 r_____1 � , I � � � � � � � � � i _1_11111111-11 .... ­­­­ -------,------ ---------- - ­ -----,----"'--- - ------------------ ---- - � � I t FIRE SEWIACE TO REMAIN 04 PLACE UNTIL OTHERWISE APPROVED BY ____ ---- - .......... � ........ __ ... _ ..... _____,____'____ --- ----- --- � I I I z z � � z z � � � � � � � , -, _ _____ ------- _______ ......... .. ___ � . .... � Ar--LAyztlmju -3 mRM LJV%AM � - I - - -1-1-111-11111-1-- - � � _____ _L - - - -------- V,_ , I -------- __,______ L�-�:::::��-�:::-'�:':::::-':':::':':'-:���::-::::-�: _ � � OF _,____ - __ .... ........... __ ......... ­:�:�:��:::�,_,:��­�: ....... I� "I I'll 11 - - __ 9" 7zzan IKEA CONSTRUCTION MANAGER AND CITY OF RENTON. 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AS -BUILT DATED OCT 19, 1978 mr' 'IV .0 - v 9 41111 - aia .00 ft 40 . 0 i *m em � 5: ,:� > U4W 0+00 UTLM (� STA ELM, CONK= 13+35.8 z I REBOLUn-ON (a:) STA 1 6 + 51 . 1 , _,� Ll EX. 15" STORM DRAIN IE = 16.7 + 1_ I I I z TOP NEW 1 O" WM = 15.2 m m ,(:� STA 14+14.6 CL >1 I EX. 18* STORM DRAIN IE = 16.5 +/_ TOP NEW 6" Wk! = 15.0 (� STA 16+51 EX. 24" STORM DRAIN IE = 15.1 +/_ TOP NEW 1 0* WM = 13.6 (� STA 16+90 NEW 15* STORM DRAIN IE = 16.6 +/_ TOP NEW 12" WM = 15.1 0 (� STA 17+58.6 NEW 15" STORM DRAIN IE = 16.5 +/_ TOP NEW 6" WM = 15.0 Dol F�__j 0 �� i�_j E61 $*M mgm *+w V4W ow 20M 20M = = _� S. If � MA. DA7W '� %i */ tlll MICIND FM CMARJANCE 11-1 CITY OF RENTON, NAVD 88 IrO MY WANDMM IV I ..A cn AWoved by: - Date - I : -0 ,p 28527 % % AWovod by: Alab"L G Afa& Date q tzz 1 1,5 , CITY OF RENTON CONTROL 11 % I ' . POINT NO. 1864 WAS HELD N R __ q /2-4 /(-S- IAU A I - 04 FOR ELEVATION, BEING AWov*d by: I Dote if � 19.488 FEET (NAVD08) 1!IgLowod by:.---=, Date 9..?,O,/ � IIIIIIIIIIIIIIIIIIIIIIII1111 I . . - - -NINIII11111INNIM -IL mmmw N(EA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19426 CONTACT: DOWT E. SLATON CONST^XTM MAMA= P'. (610) 04-01ft CELL 303-50-4623 �IIIIIIW ONRU p 0 Fhiowrn.- � - WXXWKN CONSULTING ENGIWERS 18215 72ND AVENUE SOUTH KENT, WA 9111032 CONTACT: JAY GRUIBB, PE (425)251-6222 - ---I "A i . ­ . I t � % I I I -1. ._*%f� , � . 0 11 0 A? * %W* 0 16% 11� , b Q Lrmo - - 9 `mm�l 'Im, iII � ,w -1 : :* I- W: -4 - , - ka, - � � ,_ - - - -1 -111- I I ­ _111- _ '' 1.11 _­­. ­ � . . . A �'m - v 11 . - , v 4INNIII11 v 41.101 0 am 0I e � * maw I m ft AIIIIIIIIIIN =1 W_ M aft'L a a= AL I - ik - q i I I 10- _. - III! � I 0 Let: __* _� ____ ___ I I ift & 0-6 ... F-I....___,� ���_ W, - (017 MALD 1117 -ox - - - ___ 0 Ct). - (O -� -3 a'k4 "? 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II11104 (71, i (= ,­om cn ::� I., I I � !!�: 1 i , . 111� i 111�� : li� -i��- - �t ,,n+ upq = M ..`!� ow a- I 4kh : -'! � f � - li'�: � m (= '�Q t_10 "S, C "v I �I: I i�:! � P; I - V] 4: ::� W I.". ij� c I., , �, _,�:, � W �.� CL 4kh � 44%4 w U V �' Z a V a U) W a O 0 O 3 E• 4 U Z K ~w w .c �_ U cn i •� o a ( p+ c •c ( a a O o Fs o 9 D J a S� 0 W54li I V7 V7 97 0 N m m m Ln V U U 0 �. 0) 6 E v 0 cn 3 to to ui O 0 0 W fY !r •1 =7 r=401 1710— C 1 EE h i E WA7M%=TlW I , M FIRE PROTECTION SERVICE TO DEMOLISH AS A PART OF PHASE 5. COOROWTE WITH CONSTRUCTION MANAGER AND COR FINE DEPT. INSTALL PLUG/BLIND FLANGE AT VALVE NEXT TO FAIN F2� FDC - FIRE PROTECTION SERVICE TO DEMOLISH AS A PART OF PHASE 5. COORDINATE WITH CONSTRUCTION MANAGER AND COR FIRE DEPT. REMOVE EXISTING 8" VALVE AND INSTALL 8" MJ PLUG AT TEE. 3❑ RELOCATE HYDRANT TO FACE LIND AVE SW. 4 REMOVE EX. FIRE HYD ASSY. AND FIRE SERVICE SEE SCHEMATIC DETAIL A 1 - FH ASSY PER COR STD ATL 310.10 (3 FT CLR OF BACK CURB) CONCRETE THRUST BLOCKW49 PER COR STD DTL 330.2 r�51 REMOVE EX METER(s) AND 80X. AND INSTALL 1 - 10" MJ PLUG AT GATE VALVE. REFERENCE CITY OF RENTON RECORD DRAWING NO W-474 LI#ND AVE LID #302 WATER PLAN 70+50 TO 91+13.18 SHEET W4 OF 9 AS -BUILT BATED 6-30-78 AT SW 41ST ST. El REMOVE EX HYDRANT AND INSTALL 1 - 6' 90' BEND (IdJ) 10 LF 6" DI CL 52 1 - FH ASSY PER COR STD DTL 310.10 (3 FT CLR OF BACK CURB) CONCRETE THRUST BLOCKING PER COR STD DTL 330.2 SHACKLE ALL PIPES AND HYDRANTS TO VALVE AT MAIN DA7W CITY OF RENTON, NAVD 88 Approved by: CITY OF RENTON CONTROL Approved by: POINT NO. 1864 WAS HELD FOR ELEVATION, BEING Approved by: 19.488 FEET (NAVD88) T ------------ -- FY 1lw" Wil -W_ EX 6" GATE VALVE (MJ X FL) 12" X fi" 2- SHACKLE RODS EACH ALL PIPES AND TEE (MJ X FL) HYDRANTS TO VALVE AT MAGI. / , F.H. ASSEMBI 6" DI LENGTH AS REQUIRED SCh'EM4T/C DETA/Llfl NOT TO SCALE 'S 6" 9O' BEND (Mi) NODS EACH ALL PR'E5 ANO HYDRANTS TO VALVE AT MAIN. �S.''�R� J�pf ASy��B� 28527 0 AL E KEYWAP NOT TO SCALE GENERAL NOTE: 1. ADJUST ALL EXISTING HYDRANTS TO FINISH GRADE AS PER CITY STD PLAN 310.1 2. ALL RELOCATED HYDRANTS TO BE REPLACED WITH NEW AS PER CITY STD PLAN 310.1 3. INSTALL CONCRETE PADS AROUND ALL EXISTING AND NEW HYDRANTS AS PER CITY STD PLAN 310.1 4. FIELD VERIFY ALL EXISTING PIPING CONFIGURATIONS. COW IRM ANY DISCREPANVCYS WITH THE IKEA CONSTRUCTION N�1AIAAGER, BARGHAUSEN CONSULTI.G AND THE CITY. E m EXISTING Q 4 8" FIRE SERVICE (#310105) J 2" IRRIGATION SERVE (#230842) • , 2" DOMESTIC SERVICE (#250841) o EXIST PUBLIC WATER SHOWN AS PER ASBUILT fir HYDRANT TSTA 84+59 EXIST (2) WATER METERS ❑5 - SSNMH z cn x -4 FPV D EXIST 6 DI 2 Z FPSP FDC r FIRE HYD 4 ------ — -- ---.. sr �,- EXIST 10 GV 0 I .j. W �► - STA 84+51.5 rn REMOVE EX. 10 X 6 TEE 0ISSTALL /^ EXIST 10 1 - 10' x 6" REDUCER (MJ) 1 - 6" GATE VALVE (MJ) EXIS CURB AND GUTTER 30 LF6"DI CL 52 2- SHACKLE RODS EACH ALL PIPES AND HYDRANTS TO VALVE AT MAMA. � SHACKLE RODS r%o REMOVE EX METER(S) AND 90X. AND _ EXIST 16" _ INEE F SPRN�MC R T MO X. �E LE VA -384132 �,rr IKEA Pi MAIC 420 ALAN WOOD ROAD COISt«�ONOCKEN, PA 19428 CONTACT: DOWT E. SLATONM1 CONSTAWTI MAMAQER 34 ft (610) 9-01ft CELL 303-540-4623 KA N CONSULTOC Ei�it"rWERS 18215 72ND AVENUE SOUTH KENT, MM 9032 COWACT:.JAY GRUB, PE (425)251-6222 REMOVE EXIST 6" GV STA 84+38.5 T T SOCA IC LSE" & A NOT TO SCALE MA W—— _ • �rrrEil� A .. all.r. -I& 3�A -A-- h, 'A A& • 11 Ii a c T MM cp > o c O Vs O00 Z K W Y W K x In T i p D ( ( a m w z -13 m I z m ¢' m S D V7 V7 97 0 N m m m Ln V U U 0 �. 0) 6 E v 0 cn 3 to to ui O 0 0 W fY !r •1 =7 r=401 1710— C 1 EE h i E WA7M%=TlW I , M FIRE PROTECTION SERVICE TO DEMOLISH AS A PART OF PHASE 5. COOROWTE WITH CONSTRUCTION MANAGER AND COR FINE DEPT. INSTALL PLUG/BLIND FLANGE AT VALVE NEXT TO FAIN F2� FDC - FIRE PROTECTION SERVICE TO DEMOLISH AS A PART OF PHASE 5. COORDINATE WITH CONSTRUCTION MANAGER AND COR FIRE DEPT. REMOVE EXISTING 8" VALVE AND INSTALL 8" MJ PLUG AT TEE. 3❑ RELOCATE HYDRANT TO FACE LIND AVE SW. 4 REMOVE EX. FIRE HYD ASSY. AND FIRE SERVICE SEE SCHEMATIC DETAIL A 1 - FH ASSY PER COR STD ATL 310.10 (3 FT CLR OF BACK CURB) CONCRETE THRUST BLOCKW49 PER COR STD DTL 330.2 r�51 REMOVE EX METER(s) AND 80X. AND INSTALL 1 - 10" MJ PLUG AT GATE VALVE. REFERENCE CITY OF RENTON RECORD DRAWING NO W-474 LI#ND AVE LID #302 WATER PLAN 70+50 TO 91+13.18 SHEET W4 OF 9 AS -BUILT BATED 6-30-78 AT SW 41ST ST. El REMOVE EX HYDRANT AND INSTALL 1 - 6' 90' BEND (IdJ) 10 LF 6" DI CL 52 1 - FH ASSY PER COR STD DTL 310.10 (3 FT CLR OF BACK CURB) CONCRETE THRUST BLOCKING PER COR STD DTL 330.2 SHACKLE ALL PIPES AND HYDRANTS TO VALVE AT MAIN DA7W CITY OF RENTON, NAVD 88 Approved by: CITY OF RENTON CONTROL Approved by: POINT NO. 1864 WAS HELD FOR ELEVATION, BEING Approved by: 19.488 FEET (NAVD88) T ------------ -- FY 1lw" Wil -W_ EX 6" GATE VALVE (MJ X FL) 12" X fi" 2- SHACKLE RODS EACH ALL PIPES AND TEE (MJ X FL) HYDRANTS TO VALVE AT MAGI. / , F.H. ASSEMBI 6" DI LENGTH AS REQUIRED SCh'EM4T/C DETA/Llfl NOT TO SCALE 'S 6" 9O' BEND (Mi) NODS EACH ALL PR'E5 ANO HYDRANTS TO VALVE AT MAIN. �S.''�R� J�pf ASy��B� 28527 0 AL E KEYWAP NOT TO SCALE GENERAL NOTE: 1. ADJUST ALL EXISTING HYDRANTS TO FINISH GRADE AS PER CITY STD PLAN 310.1 2. ALL RELOCATED HYDRANTS TO BE REPLACED WITH NEW AS PER CITY STD PLAN 310.1 3. INSTALL CONCRETE PADS AROUND ALL EXISTING AND NEW HYDRANTS AS PER CITY STD PLAN 310.1 4. FIELD VERIFY ALL EXISTING PIPING CONFIGURATIONS. COW IRM ANY DISCREPANVCYS WITH THE IKEA CONSTRUCTION N�1AIAAGER, BARGHAUSEN CONSULTI.G AND THE CITY. E m EXISTING Q 4 8" FIRE SERVICE (#310105) J 2" IRRIGATION SERVE (#230842) • , 2" DOMESTIC SERVICE (#250841) o EXIST PUBLIC WATER SHOWN AS PER ASBUILT fir HYDRANT TSTA 84+59 EXIST (2) WATER METERS ❑5 - SSNMH z cn x -4 FPV D EXIST 6 DI 2 Z FPSP FDC r FIRE HYD 4 ------ — -- ---.. sr �,- EXIST 10 GV 0 I .j. W �► - STA 84+51.5 rn REMOVE EX. 10 X 6 TEE 0ISSTALL /^ EXIST 10 1 - 10' x 6" REDUCER (MJ) 1 - 6" GATE VALVE (MJ) EXIS CURB AND GUTTER 30 LF6"DI CL 52 2- SHACKLE RODS EACH ALL PIPES AND HYDRANTS TO VALVE AT MAMA. � SHACKLE RODS r%o REMOVE EX METER(S) AND 90X. AND _ EXIST 16" _ INEE F SPRN�MC R T MO X. �E LE VA -384132 �,rr IKEA Pi MAIC 420 ALAN WOOD ROAD COISt«�ONOCKEN, PA 19428 CONTACT: DOWT E. SLATONM1 CONSTAWTI MAMAQER 34 ft (610) 9-01ft CELL 303-540-4623 KA N CONSULTOC Ei�it"rWERS 18215 72ND AVENUE SOUTH KENT, MM 9032 COWACT:.JAY GRUB, PE (425)251-6222 REMOVE EXIST 6" GV STA 84+38.5 T T SOCA IC LSE" & A NOT TO SCALE MA W—— _ • �rrrEil� A .. all.r. -I& 3�A -A-- h, 'A A& • 11 Ii CT O 0-" T MM cp > Cil O � Z O Vs O00 Z K � r � rn K x c T i CDHTTS^� 00 Z T Il �, w z �rm m I z m ¢' m S D CT O 0-" Cil O � Z O Vs O00 %*4O � r � rn i 0IN� O Vs � rp CDHTTS^� 00 r:13 �, w rn CO. 'u �rm I z m ¢' S D 0 U 0 z m 3 0 W Q a. N w W a 0 5P NG WATER L wl MAL LAJ J ; w aLl __j CL zU) Q E"'� 3 >04Z �w a m C •C a a 0 J a �� Q N x QUT-jRI(I CM FSS) E *F v_MWL .-MAC +cw�s TEMP_ MOCK - X rE.R: UNf EMMG WOW Uk FINAL CONNECTION � CIETAIL K o� o � W W J(Vj J < W o 2 fes, EQUAL T0, I—PLwM" i will H � � N -gyp LEVEL ALL GRID LEL ALL GROUNO 4INl .3' RAS 7S %� � � tai � Aoj TA SIM .... ,.. 011ei'! : � RADI4:k :.. N•� L a�1C��3�r� ��8 ... I�z � 1. X n -Mom.. m ONE MAN -:ROCK -L ALL MEIERSAND BACKFLOW VEM 0E) C ARO NSr AK U c o 71 0 y0J N WNW O W Y W U II '� 16" C° Cf P AQ to I o M Ei. � UTUTY �� � T ? 7) FAD ITS 4M ALri., MW E �OP OMAJUIN�I 0 L.10407 = � Gite -E �I�A1 SHE Y�►� L YM!�kLt�Sp V) : 7W EWS AM K.IOF I "i FILL ME Sm r+I+ !� t� Y S"0 00 W : W :2 VAMPS DrmL. HYD RANT L OC T 0f N QU 0 EI di. r' t0 b wv� Lf) mU L Jt m 0 N �r 000 E a 0 cp oo to "'O z t000 V) j } C w Mot 0' N M i to 0 ato LZ IC4 M QUT-jRI(I CM FSS) E *F v_MWL .-MAC +cw�s TEMP_ MOCK - X rE.R: UNf EMMG WOW Uk FINAL CONNECTION � CIETAIL K RM�Q.6 E .I _ u` VOR" Cid + N t► L TEf A- 4 C T sm PIM _ 310.4 DMAMMENT : LN,. L. JNE TEE & ONE ' VALVE _ _ .. ' FI F:kE HYDRANT ASSEMBLY ie w �w MAJ 2010 PUBUC WORKS 3 4 COMP" M"CH_ _ _WATERMETER AMS NOTES: CONTRACTOR SHALL PROVIDE AND INSTALL A FEBCO RPBA MODEL 3 LFOW-DOSP OR APP ED EQUAL CONTRACTOR SHALL PROVIDE AND INSTALL HOT BOX® H83E—AL ENCLOSURES W/1500 WATT HEAT OR APPROVED EQUAL. 7 EXTENS4ONS .ARE E001REO WHEN VALVE NUT i'5 MORE. THAN �R ) BEET BELOW F1 N1�$ C GREE. E TENSION ARE TO BE MINIMUM. OF ONE ) `OOT LONG. ONLY ONE EXTENSION TO 8E 'USM PER VALVE. ITE; ALL EXTENSONS ARE TO: -PE MADE OF STE.8,SIZED AS NOTED AND P AtNT-ED VIT 1" OATS OF META -L PAIN MUM O 'SALVE BOAC; AMRKEA, OI T*go: ;pt - M .� D'lt NUT EXTE;S MARS 20.0 !• r OWN! 14 110 -09 SOIL uw*:40ma ON KNO Mr*04 7m t 22 low l �_ DAM* 11 — FM 0��llllllq_mwce CITY OF RENTON, NAVD 88 'gyp C11 Wipe AWovod by: Dote CITY OF RENTON CONTROL AWovod by: Date POINT N0. 1864 WAS HELD - • °by: FOR ELEVATION, BEING Dote 19.488 FEET (NAVD88) AWoved : Date 28527 'SFS oS T Ncu PROPERTY INC 420 ALM (MOOD RM CON°SHOMOCICEN, PA 19426 CONTACT: DVAWT E. SLATON CtNlS1wIJ MN MAMAGR P: (SM) &%-OM* CELL W-50-46239: cK N CONSULTMIG ENGINEERS 16215 72ND AVENIA SOUTH KENT, IMA Is= CONTACT: JAY GPM. PE (425)251-6222 �• I> �° � ,� a �� �,��'` ` > t� �HORIZONTAL AM��OCNNV��RIDMECD mw Im • i . � �. .IWM N 'I�f * .. i C-D:2-38"Y?33 �Aj-3s�v�o� • o� o � o gm �' O o 2 fes, EQUAL T0, I—PLwM" i will -gyp LEVEL ALL GRID LEL ALL GROUNO 4INl .3' RAS 7S %� � � tai � Aoj TA SIM .... ,.. 011ei'! : � RADI4:k :.. ::` .. a�1C��3�r� ��8 ... I�z � 1. n -Mom.. ONE MAN -:ROCK -L ALL MEIERSAND BACKFLOW VEM 0E) C ARO NSr AK 71 NOT � fit" - I� T T� *TA L DR**W Y A 11f�A# c�A� NOT H, 6*- AIS A SA '� 16" C° Cf P AQ to I o M Ei. � UTUTY �� � T ? FAD ITS 4M ALri., MW E �OP OMAJUIN�I L.10407 = � Gite -E �I�A1 SHE Y�►� L YM!�kLt�Sp : 7W EWS AM K.IOF I "i FILL ME Sm r+I+ !� t� Y S"0 00 W : VAMPS DrmL. HYD RANT L OC T 0f N QU 0 EI NOV'*0 AND, 01STAP0 So IT f�T � MMI4MJ_ SE, EARI SOAS 70SUET RM�Q.6 E .I _ u` VOR" Cid + N t► L TEf A- 4 C T sm PIM _ 310.4 DMAMMENT : LN,. L. JNE TEE & ONE ' VALVE _ _ .. ' FI F:kE HYDRANT ASSEMBLY ie w �w MAJ 2010 PUBUC WORKS 3 4 COMP" M"CH_ _ _WATERMETER AMS NOTES: CONTRACTOR SHALL PROVIDE AND INSTALL A FEBCO RPBA MODEL 3 LFOW-DOSP OR APP ED EQUAL CONTRACTOR SHALL PROVIDE AND INSTALL HOT BOX® H83E—AL ENCLOSURES W/1500 WATT HEAT OR APPROVED EQUAL. 7 EXTENS4ONS .ARE E001REO WHEN VALVE NUT i'5 MORE. THAN �R ) BEET BELOW F1 N1�$ C GREE. E TENSION ARE TO BE MINIMUM. OF ONE ) `OOT LONG. ONLY ONE EXTENSION TO 8E 'USM PER VALVE. ITE; ALL EXTENSONS ARE TO: -PE MADE OF STE.8,SIZED AS NOTED AND P AtNT-ED VIT 1" OATS OF META -L PAIN MUM O 'SALVE BOAC; AMRKEA, OI T*go: ;pt - M .� D'lt NUT EXTE;S MARS 20.0 !• r OWN! 14 110 -09 SOIL uw*:40ma ON KNO Mr*04 7m t 22 low l �_ DAM* 11 — FM 0��llllllq_mwce CITY OF RENTON, NAVD 88 'gyp C11 Wipe AWovod by: Dote CITY OF RENTON CONTROL AWovod by: Date POINT N0. 1864 WAS HELD - • °by: FOR ELEVATION, BEING Dote 19.488 FEET (NAVD88) AWoved : Date 28527 'SFS oS T Ncu PROPERTY INC 420 ALM (MOOD RM CON°SHOMOCICEN, PA 19426 CONTACT: DVAWT E. SLATON CtNlS1wIJ MN MAMAGR P: (SM) &%-OM* CELL W-50-46239: cK N CONSULTMIG ENGINEERS 16215 72ND AVENIA SOUTH KENT, IMA Is= CONTACT: JAY GPM. PE (425)251-6222 �• I> �° � ,� a �� �,��'` ` > t� �HORIZONTAL AM��OCNNV��RIDMECD mw Im • i . � �. .IWM N 'I�f * .. i C-D:2-38"Y?33 �Aj-3s�v�o� • o� o � o gm �' O o 2 fes, p= o�� Z C!1 -gyp 7S W O CA O n O "-a 2 0 r.� J AAdFAk o� o � gm �' O N p= o�� Z C!1 Z 7S W O CA O O t m R7 l D �_J O Z 7S W O CA O D �_J w C. U V 0 W Z p� >Z WOO�wa. W J •— N W a C !Fill C C 0 a CITY +�Am o _►�rlimll � a r T.t . a Q 4 roc X DOLLARDS OF Iwo.s �n _Irr SOM omm I.� Lis To SAY U #I ca ACCES � } � _ LLJ U. Y.. iLu awvk , qp* DOAK TO -tSANTAR-TSEVCR�-S HAS A 4W Iw MIN. �.�r HEAT T _ x G. NOT I 0 M �' A� TK [ Y f , NA�1 A Y b�W-h� A � WAYS TO 0 YA A4, Pim, � J A �T—' — oly m AND irilll�`'!'m. U _ _ i kl T� � T 9 R T N�1 � PREA "Fi DEPAR`�NT FOR rn W aM} A P'AI! IE FW�I� PERMIT 15 "IQ. II � r (A V) Q. W � � 7) �. ,3 x %RLTH 'M OWNG ( AFS MAIN O"m PRI ti:J �R AL IST MORE �,+wr� ► �hT �� ` .— W 2. l tAA L Int 11YIIT At. i 4 � � 0 '. QA� . l it A 'I �_ CL �— I# ',iL,L iM'I SHADAc d- 4 tC @? 7 4, PST* AtT . 44 01W �F�R �T 5 -W M� Ftx 1H kM WEDoc R" splIxt ul U U UAON Arl. inti +�YPE I �- I TS QDA � IE A MR* 24 N VE JW _ USI` T 4r;� I � . gil t i1rlEtl P00 WC TM. ME SUPPM # RSI fT U5R. .. Wxkl 1 i r:'i4 �iw1'i tie'fi' X1-1 7 .+; :.: ! i�, roYY� y - �Am0*0 '.�.: WTW _ro. 0s�'.. I L 'k SEW 0 I��a'. .... ("t T`YPF). OUTS .L► _ _ CP - l DEPT it 1+#. US I J4i�1AY ` 00 I ' +T ' t P'1 5.0 I+ MAXIS # �C H R W fir; i co 0 i�AA���.�i� TSR �T >RI�'T �' VE ��ID TO � ' �T U�iNwE�Y � i " i # To ��AIM ; I r�i �;, I Sr CP �I - C TCN .� V C�PAF%"T 4wNT .& IiMA IINC N gar NN-A�..L. - s . c 420 Auw woc�o N a� . C WOE - '� �'Ci LARGE D �"�Cr�T`OR �Q. s41 ARTumEN, PA 1!426 �, y%. � WATER 1�4�� CST o __ _ _ _ VA .V A� .'1C �' �� ,` c CONTACT: DOWNT E. CdNS1RIJC1�Mdi MIS to CITY OF RENTON, NAVD 88 1O CffY W �. �y j �„ ( 4) &U-01 0: CELL 303 -SM -1623 CEA CSN, A. U) u'1 Ap�xoved by: Dote �. ":` � CALL 2 DAYSl F to 2'L � 2852 7 O t Mid C 6 11 2015 YOU CITY OF RENTON CONTROL � by Dote o,��, F�� S T E.��. �`�w N CONSULTM ENGINEERS �+ w, � DAA / / U15001266 s' 18215 72ND AVENUE SOUTH KENT, G � a POINT N0. 1864 WAS HELDApproved by: — " Dote �J S�D#YA EwG �r p �� 1 "=40' FOR ELEVATION, BEING a 4a EMGot °1�'01°�' �� SC ^� CONTACT: JAY GMM. PE 19.488 FEET (NAVD88) anted Dote 9'— 2/17—/,,;r (425)251-6222���� _,� 42 Owl" of p" wallim Cl 3A 70A C•� m o z �C z cx '*NlA m r5 ' n' z m m in Li ID m o '*NlA CD C ' - 1� M � O O in Li A rC) O J W y 446 wft4 m o 2 Z ' OuqZ CD �C C^ rn rC) O J W y m o tt? Ld W 04 (n 0 C) 0 z m 0 PATCHED AKA U I N' ik-', P, v �v 6, 2 -44 L0 POCKET W ieN' 11 R.C. SOCKET HD CLASS 3000 ORTR J NOTE S AN SPECIAL. PROMS ON MENT f(Ir" U414L) OMAV. R BRICKS,: SEE ATE C (BRONZE O. k. Q+ Frl LL. 3T 2"RAISED PADS U I N' ik-', P, v I dw RECESSED LLI L0 POCKET 6»t CONCRETE 11 R.C. SOCKET HD CLASS 3000 L ON' $dACW 1 A` G, (n ICD (BRONZE O. k. Q+ Frl LL. 3T 2"RAISED PADS PLUG c r 1:2:Y4" 1.4" z x m 0 > m C) ii VO) 0- a. to In In v- Li O Q- 1* (0 so �qt 00 co m LA- L. u-tJ m c:) CN 00 4; E Z CO 0 00 to ml- > 1-01 w N W) Z 00 cn O o c!' N on LL - I dw ......................... RECESSED II o L0 POCKET 6»t CONCRETE 11 R.C. SOCKET HD CLASS 3000 L ON' $dACW 1 A` G, (n ICD (BRONZE O. k. Q+ Frl FOAM 3T 2"RAISED PADS PLUG c r 1:2:Y4" 1.4" z 2 ......................... -Mo II o ip 6»t CONCRETE CLASS 3000 SIM0 OR (n ICD EXPANDABLE: Q+ Frl FOAM 3T TIGHT PLUG PIPE: MATERIAL A$ SPECIFIED BY THE :ENGINEER 45' (1/8) KNO $0 000 14 COMPACT ED GRAVEL "ROW OR COF MINIMU4 OF 12" INda 5bCONCRM PLUIG LEN G714 40 (OMMUM :OF 12 w IN LENGTH) DAnW MAM CITY OF RENTON, NAVD 88 TO CITY WANDAIM Approved by: , Date mop" omrwwk. OL:- CITY OF RENTON CONTROL Approved by: Dote POINT NO. 1864 WAS HELD AWovW by: Dote FOR ELEVATION, BEING 19.488 FEET (NAVD88) oww h: Date PUBLIC : WORKS A6ALMLALAWLA DEPARMW JANUARY 2 -Ml S * -0 28527 0 " / i T t v'�' FSS�IONA L KA PfKVERlY INC 420 ALM WOOD AM COWSHOHOMEN, PA 19426 CONTACT: DOW E. SLA70N CONSWWrM MANAM (RSO) 834-018* CELL 303-50-4623 N CONSULTM ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA so= CONTACT: JAY GPM, PE (425)251-6222 CITY OF RENTON C01IMPAIIIR I MIEN"r of PKJM—K-,** W<D#WS T V' Iri _T 71'14� cn -Mo II o ip o ,n (n ICD II����N Z Q+ Frl 3T oIr 71 c r T Fri J z z m 0 > II o o ,n (n ICD II����N Z Q+ Frl oIr 71 c II o > ,n (n ICD 4& 00 C) D ,n N 0 0 O z m 0 :•j Li; U a V) of Lu 4 z a V � a a o H >04Z 3 _ W J V a Zz _ w l w W .c -v V) CONTRACTION JOINT m o J a X cr+ �C pe' �S v d D B 6� 0 3.5" ASPHALT - (2) LIFTS 8" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE (1 1/4*) 12" STRUCTURAL FILL (NATIVE OR IMPORTED) COMPACTED TO 95X MAX. DRY DENSITY PER SOILS ENGINEER RECOMMENDATIONS. TYPICAL PAVEMENT SECTION HEAW DUTY 4.5" ASPHALT PLACED IN (2) LIFTS 9" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE (1 1/4w) 12" STRUCTURAL FILL (NATIVE OR IMPORTED) COMPACTED TO 95X MAX. DRY DENSITY PER SOILS ENGINEER RECOMMENDATIONS. N.T.S. REFERENCE GEOTECHNICAL ENIGINEERIING REPORT BY GEODESIM INC. DATED DECEMBER 2, 2014 FOR PAVEMENT AND PREPARATION AND SPECIFICATIONS. PAVEMENT SECTION SHOWN HERE FOR REFERENCE ONLY. REFERENCE GEOOESIGN INC. REPORT ADDENDUM DATED FEBRUARY 3, 2015 FOR ALTERNATE L"T DUTY PAVEMENT SECTION (3" AC/12" CSSC) ALLOWED ADJACENT TO POROUS PAVEMENT FOR CONVENIENCE OF LWORM SLOGRADE PREPARATION. 4" CEMENT CONCRETE 4" COMPACTED SURFAC TOP COURSE COMPACTED SUBGRADE MAX. DRY DENSITY 2% SLOPE CONCRETE SIDEWALK DETAIL N.T.S. REFERENCE GEOTECHWCAL ENGINEERING REPORT BY GEODESIGN INC. DATED DECEMBER 2, 2014 FOR PAVEMENT AND SUAGRADE WTION AND SPECIFICATIONS. PAVEMENT SECTION SHOWN HERE FOR REFERENCE ONLY. STANDOM IIAM 6" CEMENT CONCRETE 10" COMPACTED AGGREGATE BLASE 12" STRUCTURAL FILL (NATIVE IMPORTED) COMPACTED TO 95X MAX. DRY DENSITY PER SOILS ENGINEER RECOMMENDATIONS. PM • �••: • ••• • • .•• ••• . •aIpsWoo i RIGID CONCRETE PAVING SECTION 6x6 42 LB. WELDED WIRE FABRIC REINFORCEMENT AYY CATTY 7" CEMENT CONCRETE 10" COMPACTED AGGREGATE BASE 12" STRUCTURAL FILL (NATIVE OR IMPORTED) COMPACTED TO 95X MAX. DRY DENSITY PER SOILS ENGWER RECOMMENDATIONS. N.T.S. (APPROVED FOR TRASH ENCLOSURE PAD) REFERENCE GEOTECHNICAL ENGINEERING REPORT BY GEODE" INC. DATED DECEMBER 2, 2014 FOR PAVEMENT AND SU111GRADEP PARATNON AND SPECIFICATIONS. PAVEMENT SECTION SHOWN HERE FOR REFERENCE ONLY. SEE SHEET S 501 FOR CONSTRUCTION JOINTS 1/2" 11AD1U5 TOOLED EDGE OF WALK (TYP.) 7.2 - rnrr TAPER ASPHALT PAVING - TYPE PER PLANTS - L;UWAL I LU SUB15WDE (rYPW L) REFER TO SOIL. ENGINEER'S RECOMMENNDIATIONS FOR SITE PREPARATION. NTEGRAL CURB AT SIDEWALK NOT TO SCALE SIDEWALK SECTION AS PER DETAIL 2 SHEET C2.1 8" THICKENED CONCRETE EDGE (TYP.) DETAIL "A" DETAIL "B" 1"=10' 1"=10' SIDEWALK/PLAZA SCORING/JOINT DETAILS NOT TO SCALE PAVING CONC. CURB W/ LIGHT BROOM FINISH TOOLED EXPANSION JOINT SIDEWALK WITH LIGHT BROOM FINISH SUBBASE NOTE: COORDINATE EXPANSION JETS WITH SIDEWALKS CONCRETE CURB IAT STORE FRONT SIDEWALK) NOT TO SCALE CONC. CURB W/ LIGHT BROOM FINISH TOOLED EXPANSION JOINT SIDEWALK WITH LIGHT BROOM FINISH NEW PAVEMENT - SEE PUTS III�IIIIIii,lll' FLUSH CURB DETAIL NOT TO SCALE 5 1 " 1"R 1 /2" R - —N 1 LANDSCAPING ^7-T YT7^/77-T %--�------ NEW PAVEMENT 4 v • .�� ' I NOTE: SEE GRADING P ALTERNATE CURB PROFILES FOR FINNISH PAVEMENT GRADE °4 : MAYBE SUBMITTED FOR 4. REVIEW AND APPROVAL 7 3/4" EXPAW" JOINT AT 20INTERVALS VIM WAL DA7W CITY OF RENTON, NAVD 88 CITY OF RENTON CONTROL POINT NO. 1884 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) CONCRETE SIDEWALK CEMENT CONCRETE BARRIER CURB (PRIVATE ONSITE) NOT TO SCALE Approved by: Approved by: Approved by: AWrotod by: P� S GR�� cr o� ,pE, 2852 7�1 �� Ess /sTE� /0NA L E� 9L Zov - �s— PAVEMENT WIDTH CONTRACTOR NOTE CONTRACTOR SHALL COORDINATE THE SELECTION OF � ON-SITE PRNNTE CURBS wI1M THE OWNER AND ENGINEER. CURBS SHALL BE AS 5110wN ON EITHER DETAIL 9, CEMENT CONCRETE VERTICAL CURBS AND/OR DETAIL 8 CEMENT CONCRETE VERTICAL CUM C2.1. CONTRACTOR 51MLL PIIOIWE A UfMT COST FOR CEMENT CONCRETE VEItTICAI CUIISS AND CEMENT CONCRETE VERTICAL CURBS w1TMIM THE BID PROPOSAL D O T.J. 0 C.J. 0 C.S.J. " to1Nola i " n 1 �� -07111904 VVI Y. NOTE: 1. SLOPE GUTTER TO MATCH SLOPE OF ADJACENT PAVEMENT. 2. PROVIDE EXPANSION JOINTS 0 20'-0" O.C. MAX. CURB AND GUTTER NOT TO SCALE 2" Z � Z TOOL JOINT _ W J V I Zz _ 8 O Z W I a 1/ 8R. W RADIUS IS 1/2" 2"2" Lit CONTRACTION JOINT z 'T X m pe' �S SAW CONC. OR TOOL JOINT J J TO DIM. DEPTH 2" 2" J CONSTRUCTION JOINT BUTT CONST. JOINT W/ 1 /8"R. 1/8- RADIUS (TYP.) 2" 2" m J U USE PREMOLDED EXPANSION JOINT FILLER - r it WW� to L W Z S2 cn o W Y u � S r- 0: 0_ to a 77 w 00 C:) t M v t6 a6 LO m m m } CN m U U U a 00 aci E F- 0 0 rn N Ti -o co Z o Do V) a� c zzz to o w n. N . 3.5" ASPHALT - (2) LIFTS 8" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE (1 1/4*) 12" STRUCTURAL FILL (NATIVE OR IMPORTED) COMPACTED TO 95X MAX. DRY DENSITY PER SOILS ENGINEER RECOMMENDATIONS. TYPICAL PAVEMENT SECTION HEAW DUTY 4.5" ASPHALT PLACED IN (2) LIFTS 9" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE (1 1/4w) 12" STRUCTURAL FILL (NATIVE OR IMPORTED) COMPACTED TO 95X MAX. DRY DENSITY PER SOILS ENGINEER RECOMMENDATIONS. N.T.S. REFERENCE GEOTECHNICAL ENIGINEERIING REPORT BY GEODESIM INC. DATED DECEMBER 2, 2014 FOR PAVEMENT AND PREPARATION AND SPECIFICATIONS. PAVEMENT SECTION SHOWN HERE FOR REFERENCE ONLY. REFERENCE GEOOESIGN INC. REPORT ADDENDUM DATED FEBRUARY 3, 2015 FOR ALTERNATE L"T DUTY PAVEMENT SECTION (3" AC/12" CSSC) ALLOWED ADJACENT TO POROUS PAVEMENT FOR CONVENIENCE OF LWORM SLOGRADE PREPARATION. 4" CEMENT CONCRETE 4" COMPACTED SURFAC TOP COURSE COMPACTED SUBGRADE MAX. DRY DENSITY 2% SLOPE CONCRETE SIDEWALK DETAIL N.T.S. REFERENCE GEOTECHWCAL ENGINEERING REPORT BY GEODESIGN INC. DATED DECEMBER 2, 2014 FOR PAVEMENT AND SUAGRADE WTION AND SPECIFICATIONS. PAVEMENT SECTION SHOWN HERE FOR REFERENCE ONLY. STANDOM IIAM 6" CEMENT CONCRETE 10" COMPACTED AGGREGATE BLASE 12" STRUCTURAL FILL (NATIVE IMPORTED) COMPACTED TO 95X MAX. DRY DENSITY PER SOILS ENGINEER RECOMMENDATIONS. PM • �••: • ••• • • .•• ••• . •aIpsWoo i RIGID CONCRETE PAVING SECTION 6x6 42 LB. WELDED WIRE FABRIC REINFORCEMENT AYY CATTY 7" CEMENT CONCRETE 10" COMPACTED AGGREGATE BASE 12" STRUCTURAL FILL (NATIVE OR IMPORTED) COMPACTED TO 95X MAX. DRY DENSITY PER SOILS ENGWER RECOMMENDATIONS. N.T.S. (APPROVED FOR TRASH ENCLOSURE PAD) REFERENCE GEOTECHNICAL ENGINEERING REPORT BY GEODE" INC. DATED DECEMBER 2, 2014 FOR PAVEMENT AND SU111GRADEP PARATNON AND SPECIFICATIONS. PAVEMENT SECTION SHOWN HERE FOR REFERENCE ONLY. SEE SHEET S 501 FOR CONSTRUCTION JOINTS 1/2" 11AD1U5 TOOLED EDGE OF WALK (TYP.) 7.2 - rnrr TAPER ASPHALT PAVING - TYPE PER PLANTS - L;UWAL I LU SUB15WDE (rYPW L) REFER TO SOIL. ENGINEER'S RECOMMENNDIATIONS FOR SITE PREPARATION. NTEGRAL CURB AT SIDEWALK NOT TO SCALE SIDEWALK SECTION AS PER DETAIL 2 SHEET C2.1 8" THICKENED CONCRETE EDGE (TYP.) DETAIL "A" DETAIL "B" 1"=10' 1"=10' SIDEWALK/PLAZA SCORING/JOINT DETAILS NOT TO SCALE PAVING CONC. CURB W/ LIGHT BROOM FINISH TOOLED EXPANSION JOINT SIDEWALK WITH LIGHT BROOM FINISH SUBBASE NOTE: COORDINATE EXPANSION JETS WITH SIDEWALKS CONCRETE CURB IAT STORE FRONT SIDEWALK) NOT TO SCALE CONC. CURB W/ LIGHT BROOM FINISH TOOLED EXPANSION JOINT SIDEWALK WITH LIGHT BROOM FINISH NEW PAVEMENT - SEE PUTS III�IIIIIii,lll' FLUSH CURB DETAIL NOT TO SCALE 5 1 " 1"R 1 /2" R - —N 1 LANDSCAPING ^7-T YT7^/77-T %--�------ NEW PAVEMENT 4 v • .�� ' I NOTE: SEE GRADING P ALTERNATE CURB PROFILES FOR FINNISH PAVEMENT GRADE °4 : MAYBE SUBMITTED FOR 4. REVIEW AND APPROVAL 7 3/4" EXPAW" JOINT AT 20INTERVALS VIM WAL DA7W CITY OF RENTON, NAVD 88 CITY OF RENTON CONTROL POINT NO. 1884 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) CONCRETE SIDEWALK CEMENT CONCRETE BARRIER CURB (PRIVATE ONSITE) NOT TO SCALE Approved by: Approved by: Approved by: AWrotod by: P� S GR�� cr o� ,pE, 2852 7�1 �� Ess /sTE� /0NA L E� 9L Zov - �s— PAVEMENT WIDTH CONTRACTOR NOTE CONTRACTOR SHALL COORDINATE THE SELECTION OF � ON-SITE PRNNTE CURBS wI1M THE OWNER AND ENGINEER. CURBS SHALL BE AS 5110wN ON EITHER DETAIL 9, CEMENT CONCRETE VERTICAL CURBS AND/OR DETAIL 8 CEMENT CONCRETE VERTICAL CUM C2.1. CONTRACTOR 51MLL PIIOIWE A UfMT COST FOR CEMENT CONCRETE VEItTICAI CUIISS AND CEMENT CONCRETE VERTICAL CURBS w1TMIM THE BID PROPOSAL D O T.J. 0 C.J. 0 C.S.J. " to1Nola i " n 1 �� -07111904 VVI Y. NOTE: 1. SLOPE GUTTER TO MATCH SLOPE OF ADJACENT PAVEMENT. 2. PROVIDE EXPANSION JOINTS 0 20'-0" O.C. MAX. CURB AND GUTTER NOT TO SCALE 2" �r2" '1 TOOL JOINT I J RADIUS IS 1 /S" (TYP) Zz _ EXCEPT • CURBS WHERE 1/ 8R. W RADIUS IS 1/2" 2"2" Lit CONTRACTION JOINT z 'T J m pe' �S SAW CONC. OR TOOL JOINT Air TO DIM. DEPTH 2" 2" J CONSTRUCTION JOINT BUTT CONST. JOINT W/ 1 /8"R. 1/8- RADIUS (TYP.) 2" 2" EXPANSION JOINT J USE PREMOLDED EXPANSION JOINT FILLER SIDEWALK JOINT DETAILS TO SCALE A3 BIKE RACK DETAIL in NOT TO SCALE (ROLLING RACK BRAND, OR APPROVED EOUAL)� VII 1 OF FLWTON R 384736 M(EA PIIOPERTY INC �ErAIRThAENT OF rllWLFC WO�MCS 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DONT E. SLATOlI cm 00defflE CONSIIMJCAON 11A04I10EIt F(SIO) 934-0IC CELL 303-549-46235 KEA V8w0F%lB4T, �� SIA. n �, M COMSULTMIG ENGINEERS!CFe DAIE 6/11/2015 11110. U15001266 18215 72M0 AVENUE SOUTH KENT. �G W► 99032<r�MG EM6JSG SCA" N/A �oi01C N1� (�OMfACT: JAY GPM. PE '��� ai of � (425)251-6222 OF C�.� I� • 3 8 V73.6 to 40 �Ir i � D m 8 SoQ �o c C < m -0 it z a 0 z qz T+ n -z m o D v z c� z c 3 m o A s l z I � Zz _ c r W z � � z 'T m Z m �S m D J � D m 8 SoQ �o c C < m -0 it z a 0 z qz T+ n -z m o D v z c� z c 3 m I � o Z 13 W z � � z 'T � ♦ i t �S J O m Z G) Z C 3 Im m m 0 to 40 C D._ IE - 371 Z m z c z m z m m > O m Z G) Z C 3 Im m m 0 to 40 C D._ IE - 371 L;j N wp. Z CL Y d 0 O 0 3 ➢ z &m4 U � WM4 P `) 04 a Cri z -- i..d ; C J a 00 •— � m � 0 a oil Ci ._ �z 0 a a OD o 0 m 0 CL 0 N NOTES: 1. PROVIDE TWO COATS OF PAINT. 2. WHITE SYMBOL. 3. LOCATE SYMBOL AT CENTER OF STALL, SEE SITE PLAN. 4. ONE SYMBOL FOR EACH FAMILY PA WWW SPACE. 5. CONTRACTOR TO PROVIDE SHOP DRAWING OF FULLY DIMENSIONED STENCIL FOR APPROVAL 01 0- z z Li J r WAZ'i s T':74 111-4. Ik NOT TO SCALE PARKING STALL STING - WHITE 4" WIDE STRIPE AT CENTER OF DRIVE LANE (EXCEPT WHERE o SHOWN AS A TRAFFIC CURB ON PLANS) I PAINT STOP BAR & SIGN W/2 COATS OF WHITE, I F BEADED REFLECTIVE PAINT. INSTALL R1 (STOP) SIGN WHERE SHOWN ON SITE PLAN .... • a �► 11 ;][(*A 1! NOT TO SCALE CALL 2 WORKNIG DAYS BefOiE YOU DO atl T U 0 N 3'-8" N PAIN1 TRAFFIC LINE WHITE PROVIDE WHITE PAINTED DIRECTIONAL ARROW AT ALL LOCATIONS INDICATED ON SITE PUN AIIIIIIIIIIIIIII,�Iiiiij Pill uIRE1111111111111111, 1 I<Jf�f�L AFV110W UNT (2) COATS TRAFFIC LINE WHITE NOT TO SCALE ACCESSIBLE PARKING SIGN - CENTERED IN STALL AND PIPE BOLLARD PER DETAIL 6 THIS SHT. LOCATE FACE OF SIGN 12" BEHIND STALL EDGE/EDGE OF CONCRETE. 4" WIDE PAINTED WHITE STRIPES; . TWO COATS PARKING STALL EDGE NOTES: 1. ALL STROKES TO BE 3" WIDE. 2. PROVIDE TWO COATS OF PAINT. Lo 3. BLUE BACKGROUND WITH WHITE SYMBOL. c1q 4. LOCATE SYMBOL AT CENTER OF STALL, SEE SITE PLANT. 0 5. ONE SYMBOL FOR EACH HAMDK,AP PARKWG SPACE. N 0 0.250.25 � 3.0' HANDICAP SYMBOL N.T.S. HANDICAP PARKING DETAL NOT TO SCALE 6" SCH 40 STEEL PIPE FILL WILL CONCRETE. CENTER SIGN POST IN BOLLARD. PAINT BOLLARD TRAFFIC YELLOW. 2.0% MAX SLOPE ENVELOPE AROUND HANDICAP STALLS (TYP.) HANDICAP PARKING SYMBOL AS PER DETAIL 5 THIS SHT. 8' AT VAN STALLS WHERE MOWN ON PLAN NOT TO SCALE v w v v W4 MA'. DA7W CITY OF RENTON, NAVD 88 moo aum.. CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) 12" 00 PARKING VAN ACCESSIBLE I I 1 ,1 1` 1 I ,1 N A 11 r LJ STEEL POST CONCRETE FOUNDATION o W/1" CROWN ALL AROUND 00 : a a . 18" D&4JN.ED PARKING INSTALLATK)IN NOT TO SCALE P� S p� A s*170 ciffTy CQ IV ��► AjW ovelcl by Dote Approved by: Dote �'p� �F 28527 Fss��/Sits Approved Dote ONA E' it l APprest s by: Dote 0 A we've W �MURB ►u a nu i Avco 1, _O" 8,_0" _2,_0„_ i N.ET IE = 20.06 TERRAFLUMIE TREE GRATE BYPASS WEIR TRAY AND FRAMEPIPE CLEANOUT COVER .: de Q JUNCTION CHAMBER CL I 0 oo OUTLET PIPE I q* (12 i ZIE = 16. FILTERRA ENGINEERED PERFORATED MEDIA UNDERDRAIN 2120MACA TERRAFLUME IS PATENTED BY CONTECH (US PAT 7,8330412) UWT TO =ET PLUM AM LEVEL WXV FILT'EMW MIT'iR1iIA�t. EVl i CUM WI M um ,ru L 04-1-14 rve-C INC 420 ALAN WOOD ROAD CONSbONOCKEN, PA 19426 CONTACT: �T E. SRLATON ��" WANAGER P• (610) 834-01110; CELL 303-549-4623 4 N CONSULTNIG ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98= CONTACT: JAY GMM, PE (425)251-6222 FACILITY DIMENSION REOUIRED = 8' X 6' X 0.75' EFFECTIVE DEPTH FACILITY DIIMENSION PROVIDED = 8' X 6' X 0.75' EFFECTIVE DEPTH CONTECH ENGINEERED SOLUTIONS, LLC HAS THE PLANS PREPARED BY 8A11GW�IISEN CONSULTING ENGN EERS, W. DATED 06/11/15 FOR THE IKEA REDEVELOPMENT RENTON PROJECT. BASED ON THE INFORMATION PROVIDED FOR REVIEW, CONTECH AGREES THAT THE FILTERRA SYSTEM DESIGNED FOR THE PROACT MEET THE FILTERft GENERAL USE DESIGNATION! LEVEL (GULD) PER THE TECHNOLOGY ACCEPTANCE PROTOCOL -ECOLOGY (TAPE) PRROG AMI . NOT TO SCALE NOT TO SCALE 1 1 � A .ro •r•1 � a �co 14 44 C0093TFOJCIIM NOTES AIS DE7M.82 ICER R " om18111117,WAwF1 g� �.i °�°�� cF a,m 6/11/20 15 wc. U15001266 5� r !�• oiww,, N GtG EMG��� OE�01� JSG �F NA �_�_ W m c • W = z ➢ z o � W � t z z -- i..d ; c ,: N 00 O J, N I I I �z m z s CL m D a X J m 0 0 n 0 0 W Y yyOJJ y (aQ>r 4 5 7) � 7 U V7 ui r.. 0 � e— r s— 0 o 't w I so Lo m co m o m CN cp E i= ami v 0 cn -v I «a O to 00 t!) cn uj I.i. C C N M �' zzz po 00 CD 0 0 UDi ii N M • i N NOTES: 1. PROVIDE TWO COATS OF PAINT. 2. WHITE SYMBOL. 3. LOCATE SYMBOL AT CENTER OF STALL, SEE SITE PLAN. 4. ONE SYMBOL FOR EACH FAMILY PA WWW SPACE. 5. CONTRACTOR TO PROVIDE SHOP DRAWING OF FULLY DIMENSIONED STENCIL FOR APPROVAL 01 0- z z Li J r WAZ'i s T':74 111-4. Ik NOT TO SCALE PARKING STALL STING - WHITE 4" WIDE STRIPE AT CENTER OF DRIVE LANE (EXCEPT WHERE o SHOWN AS A TRAFFIC CURB ON PLANS) I PAINT STOP BAR & SIGN W/2 COATS OF WHITE, I F BEADED REFLECTIVE PAINT. INSTALL R1 (STOP) SIGN WHERE SHOWN ON SITE PLAN .... • a �► 11 ;][(*A 1! NOT TO SCALE CALL 2 WORKNIG DAYS BefOiE YOU DO atl T U 0 N 3'-8" N PAIN1 TRAFFIC LINE WHITE PROVIDE WHITE PAINTED DIRECTIONAL ARROW AT ALL LOCATIONS INDICATED ON SITE PUN AIIIIIIIIIIIIIII,�Iiiiij Pill uIRE1111111111111111, 1 I<Jf�f�L AFV110W UNT (2) COATS TRAFFIC LINE WHITE NOT TO SCALE ACCESSIBLE PARKING SIGN - CENTERED IN STALL AND PIPE BOLLARD PER DETAIL 6 THIS SHT. LOCATE FACE OF SIGN 12" BEHIND STALL EDGE/EDGE OF CONCRETE. 4" WIDE PAINTED WHITE STRIPES; . TWO COATS PARKING STALL EDGE NOTES: 1. ALL STROKES TO BE 3" WIDE. 2. PROVIDE TWO COATS OF PAINT. Lo 3. BLUE BACKGROUND WITH WHITE SYMBOL. c1q 4. LOCATE SYMBOL AT CENTER OF STALL, SEE SITE PLANT. 0 5. ONE SYMBOL FOR EACH HAMDK,AP PARKWG SPACE. N 0 0.250.25 � 3.0' HANDICAP SYMBOL N.T.S. HANDICAP PARKING DETAL NOT TO SCALE 6" SCH 40 STEEL PIPE FILL WILL CONCRETE. CENTER SIGN POST IN BOLLARD. PAINT BOLLARD TRAFFIC YELLOW. 2.0% MAX SLOPE ENVELOPE AROUND HANDICAP STALLS (TYP.) HANDICAP PARKING SYMBOL AS PER DETAIL 5 THIS SHT. 8' AT VAN STALLS WHERE MOWN ON PLAN NOT TO SCALE v w v v W4 MA'. DA7W CITY OF RENTON, NAVD 88 moo aum.. CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) 12" 00 PARKING VAN ACCESSIBLE I I 1 ,1 1` 1 I ,1 N A 11 r LJ STEEL POST CONCRETE FOUNDATION o W/1" CROWN ALL AROUND 00 : a a . 18" D&4JN.ED PARKING INSTALLATK)IN NOT TO SCALE P� S p� A s*170 ciffTy CQ IV ��► AjW ovelcl by Dote Approved by: Dote �'p� �F 28527 Fss��/Sits Approved Dote ONA E' it l APprest s by: Dote 0 A we've W �MURB ►u a nu i Avco 1, _O" 8,_0" _2,_0„_ i N.ET IE = 20.06 TERRAFLUMIE TREE GRATE BYPASS WEIR TRAY AND FRAMEPIPE CLEANOUT COVER .: de Q JUNCTION CHAMBER CL I 0 oo OUTLET PIPE I q* (12 i ZIE = 16. FILTERRA ENGINEERED PERFORATED MEDIA UNDERDRAIN 2120MACA TERRAFLUME IS PATENTED BY CONTECH (US PAT 7,8330412) UWT TO =ET PLUM AM LEVEL WXV FILT'EMW MIT'iR1iIA�t. EVl i CUM WI M um ,ru L 04-1-14 rve-C INC 420 ALAN WOOD ROAD CONSbONOCKEN, PA 19426 CONTACT: �T E. SRLATON ��" WANAGER P• (610) 834-01110; CELL 303-549-4623 4 N CONSULTNIG ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98= CONTACT: JAY GMM, PE (425)251-6222 FACILITY DIMENSION REOUIRED = 8' X 6' X 0.75' EFFECTIVE DEPTH FACILITY DIIMENSION PROVIDED = 8' X 6' X 0.75' EFFECTIVE DEPTH CONTECH ENGINEERED SOLUTIONS, LLC HAS THE PLANS PREPARED BY 8A11GW�IISEN CONSULTING ENGN EERS, W. DATED 06/11/15 FOR THE IKEA REDEVELOPMENT RENTON PROJECT. BASED ON THE INFORMATION PROVIDED FOR REVIEW, CONTECH AGREES THAT THE FILTERRA SYSTEM DESIGNED FOR THE PROACT MEET THE FILTERft GENERAL USE DESIGNATION! LEVEL (GULD) PER THE TECHNOLOGY ACCEPTANCE PROTOCOL -ECOLOGY (TAPE) PRROG AMI . NOT TO SCALE NOT TO SCALE 1 1 � A .ro •r•1 � a �co 14 44 C0093TFOJCIIM NOTES AIS DE7M.82 ICER R " om18111117,WAwF1 g� �.i °�°�� cF a,m 6/11/20 15 wc. U15001266 5� r !�• oiww,, N GtG EMG��� OE�01� JSG �F NA �_�_ W m c • z ➢ z o � Vii: t z z -- i..d ; c ,: N 00 O J, �z m z s CL m D v a z c 3 m i o � Vii: t U -- i..d ; ,: N 00 O 13 }� CL 4�& i sc ,: N z .1 W �S� W © CONCRETE SIDEWALK Q Z LCA SIDEWALK SLOPE: RAMP 1.12 � � SEE LIP DETAIL 2% CROSS SLOPE MAX. � 5% RUNNING SLOPE. "MAX J 0.500.50'IRANIP ' IL CSJ CSJ 11"CSJ CONCRETE x . GRADE ELEVATIONS, THIS BOTTOM OF RAMP SIDEWALKDETAIL, RELATIVE TO 0.00'. MAYHAVE ' N FOR ACTUAL ELEVATIONS 1/2" LIP AT 45. 45 w SEE GRADING PLAN W 1/2 w 0.50' .•.•.•.•.•.•.•.•.•-•.•.•.• 0.50' LIP DETAIL N.•.•.•.•.•.•.•••••.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•. c i O csi LINE OF 0.00' 0.02' 0.00' 0.00' CURB 6'-0" (UP 6") 44" MIN. - 6'-0" (UP 6") �C SEE SITE PLAN V TRUNCATED DOMES WHERE ABUTTING DRIVE AISLE. SEE SITE PLAN. RAMP PLAN H NOTES: 1. 1:48 SLOPE CORRESPONDS TO 2% SLOPE ON SITE GRADING PLANS. w a 0 2. MINIMUM EXTERIOR RAMP WIDTH IS 44" REFER TO SITE PLM! FOR DAMP WIDTHS NOTED OTHERWISE. W Z Y 3. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. THE LONG a O Q O AXIS OF THE DIAMOND. PATTERN SHALL BE PERPENDICULAR TO THE CURB. 1 P 1 4" . � 3 GROOVES SHALL 8E /8 DEE AND / WIDE. >04 Zu _4. CURB RAMP WILL NOT BE PSD INTEGRAL WITH SIDEWALK AND SHALL BE ISOLATED BY EXPANSION JOINT MATERIAL ON ALL SIDES, BUT NOT AT END OF RAMP �...4 z ADJACENT TO THE ROADWAY. c 5• CHANGES IN LEVEL UP TO 1 /4" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN 1 /4" AND 1 /2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. w � J •— U � m (L c RAMP DETAIL ON tai C o NOT TO SCALE a 05 o Fs Q o J a d 0 2.35" � irr 0.900.9. a SQUARE PATTERN SQUARE PATTERN D4IGONAL PARALLEL TRIANGULAR PATTERN ALIGNMENT ALIGNMENT TRUNCATED DOWS DUAL NOT TO SCALE Ln 6 SECTION r rNvN I LUVL OF SIDEWALK logo C PEDESTRIAN CURB AT EDGE nF CinFruei k U.vv mmmQ5 0.50' SIDEWALK TRUNCATED DOMES WHERE ABUTTING DRIVE AISLE. SEE SITE PLAN. RETAINING CURB GUTTER FLOWLINE----------- F` 2% Max SECTION C— C MAW CITY OF RENTON, NAVD 88 Approved by: CITY OF RENTON CONTROL Approved by: POINT NO 1864 WAS HELD FOR ELEVATION, BEING Approved� 19.488 FEET (NAVD88) I Aproved : TYPE 2 RAMP FOR USE AT MID WALK WHERE SHOWN ON PLAN RAM P P LAN ♦ _ i • •► • i i SOEV ALK CURB — 2' WOE TRUNCATED DOMES WHE IE ABUTTING DRME AS SEE DETAIL 2/C2.4 PEDESTRIAN CURB CURB BEVEL CURB END (TYP.) LANDSCAPE �. PEDEST IAN • ..: •.•...•. CURS1:.11.•Y••••: •..... . 2' IMIDE TRUNCATED DOMES WHERE ABUTTING DRIVE AISLE. SEE DETAIL 2/C2.4 c 3' RADIUS. SEE DETAIL D CURB RADIUS SM PLAN F-40.1-02 BO Pa"P M7AL (ONSFE) NOT TO SCALE IKEAPROPERTY INC S . GRA 420 Al AN WOOD am A Sy/ , PA 19426 CONTACT: DNQ T E. SLATON CCM51#1jC" MOIAAM ; P: (610) a34-014* CELL M-50-4623 �o� F 28527 �� '� ®AA N CONSULTING E00NEERS Fps, 18215 72ND AVENUE SOUTH KENT, DAfA I E IMA 9s032 CONTACT: JAY GRUB, PE (425)251-6222 A(�A 1 • 40 4 0!fta i � NOTE AND oE-r�►r..s � •�. KEA VELCOMENT, ffmjb9w'ff0k WA. t� i+ cF DA -W 6/11/2015 mxmo. U15001266 5� !~• °�wrw w Gtr��G ENG��� Ci�G'1m JSG St`IiE 1"-409 �C-�_ W(, M�11p1on OF � m J W C1 -z z`= Z J V C 0 U. O r 2 w Y V m ' m yam. i i m m m D D x J J m U {{o 0 0 W Y • � S2 N O V a 0- o V) V) in in in CL ^ O W o 1* QD eo O N LOmmm } T- tJ U �.�. U m N `� co rn ai E ami v 0 rn M Z O 0 j W �= c" c c N M i z z z (100 00 co cn o v N M 2.35" � irr 0.900.9. a SQUARE PATTERN SQUARE PATTERN D4IGONAL PARALLEL TRIANGULAR PATTERN ALIGNMENT ALIGNMENT TRUNCATED DOWS DUAL NOT TO SCALE Ln 6 SECTION r rNvN I LUVL OF SIDEWALK logo C PEDESTRIAN CURB AT EDGE nF CinFruei k U.vv mmmQ5 0.50' SIDEWALK TRUNCATED DOMES WHERE ABUTTING DRIVE AISLE. SEE SITE PLAN. RETAINING CURB GUTTER FLOWLINE----------- F` 2% Max SECTION C— C MAW CITY OF RENTON, NAVD 88 Approved by: CITY OF RENTON CONTROL Approved by: POINT NO 1864 WAS HELD FOR ELEVATION, BEING Approved� 19.488 FEET (NAVD88) I Aproved : TYPE 2 RAMP FOR USE AT MID WALK WHERE SHOWN ON PLAN RAM P P LAN ♦ _ i • •► • i i SOEV ALK CURB — 2' WOE TRUNCATED DOMES WHE IE ABUTTING DRME AS SEE DETAIL 2/C2.4 PEDESTRIAN CURB CURB BEVEL CURB END (TYP.) LANDSCAPE �. PEDEST IAN • ..: •.•...•. CURS1:.11.•Y••••: •..... . 2' IMIDE TRUNCATED DOMES WHERE ABUTTING DRIVE AISLE. SEE DETAIL 2/C2.4 c 3' RADIUS. SEE DETAIL D CURB RADIUS SM PLAN F-40.1-02 BO Pa"P M7AL (ONSFE) NOT TO SCALE IKEAPROPERTY INC S . GRA 420 Al AN WOOD am A Sy/ , PA 19426 CONTACT: DNQ T E. SLATON CCM51#1jC" MOIAAM ; P: (610) a34-014* CELL M-50-4623 �o� F 28527 �� '� ®AA N CONSULTING E00NEERS Fps, 18215 72ND AVENUE SOUTH KENT, DAfA I E IMA 9s032 CONTACT: JAY GRUB, PE (425)251-6222 A(�A 1 • 40 4 0!fta i � NOTE AND oE-r�►r..s � •�. KEA VELCOMENT, ffmjb9w'ff0k WA. t� i+ cF DA -W 6/11/2015 mxmo. U15001266 5� !~• °�wrw w Gtr��G ENG��� Ci�G'1m JSG St`IiE 1"-409 �C-�_ W(, M�11p1on OF � m D 71 Lfl CIN C1 -z z`= Z m m ( � -0 cD C C 0 0 Y V m ' m yam. m m m D D D 71 Lfl CIN tTj4 V/ m m ( � -0 cD C mC)r 0 Y V m ' D 71 Lfl 0 U V) C) N L0 O N c0 O 6 E H W v 0 v� 3 ri I M -v c0 M 00 C.0 D' C C C M to i cn O 0 a V 0 tD z W LLI LLJ a e • c� MIN EXISTING ASPHALTN, NEW, c ,.�� .low E GUM* wAlium SAWGUT CaMBUT �}- < 41 1 11616 r it _.. r .. lad: w y iiYYLAIC -,- $01W Ow 4040 WAY J* lo .. ..Wo jj�-. . ... < Wb pv c - .: ...... fieri.. ... ..... ii�2. jj _ -- -. } y Z HMA ::. ACP m SE.. _ *WAG � i��TE �' � .. O 3AM- .TOW A Id b 11 1. . a RUSHED ROCK ; WAIN" ,10 MIN 5°li fi .�.1� 14A OEC AQP �6�s aim a: n Oft_ _ . _ �. EE _- NOT l **��, GVER �� .�< �,. Cfi-U4SH:Ej) ROCK S' or I' ' ...,. a 40 0 a� Q rK c o a, o d o W tiJ LJ Q. 1 _ S T ,TCF tSL '' . A E . T} (Ct WS, F G E;AT". ;. N� 00 _c a O M �. ��M NOTE. �. w AAGEt FA'MEir -11 _- - FOR PLANTER BUFFER STIPS WI�R TAN 5 FEET S0E�ALK DOES NOT MEED TO _ a Q o �. . ~ *r� BE RAMPED DOWN. .: PLACEMENT AT Ted,. ,GUTTER FACE, ��k 1 C � Ole �,. 0 iIN .. k U _ drtR C EMEN T CONCR TE CVR8S �t N` _ - E � _ Tom_ _ _.,.ti. Sd� �-_E _ CP_ QWoftKS cPUB - F low AhAw__.._epi . _ ..+►+ WORKS M _DFP f.nr J d C C C _ a i a 40 0 a� Q rK c o a, o d o W tiJ W Y Z ) 00 C) C cn .I yid �/�+� 00 rri I ;z M M m ��M M �. U0 j -11 7) a N 0 V) • DATU* CITY OF RENTON, NAVD 88 CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) TO C" ST " Approved by: Dote Approved by:RAZ Dote + fl- C1.10--, Approved by: Date 1jeoved Dote 2852 7 e% ^ / S T /pNA L E �—Z�p—/.f COWAiCT: D ST E. S'LATON TRWYM MANAM (610) a34-011* CELL 303-50-4623 N CONSULTM ENWERS 18215 72ND AMEMA SOUTH KENT, IMA 99032 CONTACT: JAY CRAM, PE (425)251-6222 • e � • • 1 �Eaw- Aid a, o W f o ��d � Z ) 00 C) C cn .I yid �/�+� 00 rri I ;z M M m ��M M �. U0 m U N 0 V) • DATU* CITY OF RENTON, NAVD 88 CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) TO C" ST " Approved by: Dote Approved by:RAZ Dote + fl- C1.10--, Approved by: Date 1jeoved Dote 2852 7 e% ^ / S T /pNA L E �—Z�p—/.f COWAiCT: D ST E. S'LATON TRWYM MANAM (610) a34-011* CELL 303-50-4623 N CONSULTM ENWERS 18215 72ND AMEMA SOUTH KENT, IMA 99032 CONTACT: JAY CRAM, PE (425)251-6222 • e � • • 1 �Eaw- Aid 0 z G z c 3 m M a, o o ��d � Z ) 00 C) C cn .I r rri I ;z M ��M M 0 z G z c 3 m M a, o o ��d � Z ) 00 C) 0 S cn y r M m 11J I w Z 0 Z W W N W W �i 0 U w o z m O 4 w a w Y L a „ O E -y 3 �wooW: L) c' w w J E m H 0 C 0 a a �o 0 a Q L r— ai v U 0 0 N Ln CN c0 CP E a� v 0 rn Av 1 ,J T V c0 M CSO t✓ c c/O 00 W 0 i 0 0 M FJ:fl aka r T' 0 W y0J Z O VWWl z W a I e 0. "a t1' 0- nr 4— uz m w � PSE BEDDNVG DET/4L O t in • in r' s in '— • BMW"_w ""ft. war.. wan Jwf 'sem W h t. PnVA*u"aqw-U0dw#wr"ls. 2m "and twip kumwf hamble. p 3. CSMplid bed�M"*" to t max d6rWK)l L 0 so �i. wwc of OP* speAcdol" for befth %00 W a on m m mkbtwm wwmwww stwA twg i i I.P. = m% � „ � �� } ��h�tzA 1►�`�. � mat CITY OF RENTON, NAVD 88 TO pR Y W/#p#JOe N N m U U U by: Dote CALL 2 WORKNG DAYS ��, S "cimof WsDcfTfAPwA, vwmdwds P#Pfa AILILN#WA lls #3" EACH SAM SEE NOTE1 ' CROAM04E PrE OMEC39CATX ALL STORM DNWIN PIPE MAY BE CONSTRUCTED OF ONE OF THE FOLLONNG MATERIALS UNLESS OTS SPECIFIED IN THE PLAINS. ALL PIPE JOINTS MUST BE GASKETED W ATERTIGFIT NO MUST K OF THE SAW MATERIAL AS THE PIK. ALL PIK SHALL HAMS A MINIMUM COINER AS SPECKED AND SHALL BE ADEQUATELY PROTECTED DURING CONSTRUCTION (MV TO THE MANUFACTURER'S RECOMMENDATIONS FOR MI IM LIMN COVER FOR HEAVY EQUIPMENT Lowm). A. DUCTILE IRON — 4 INCH THROUGH 14 INCH DIAMETER PIPE SHALL BE CtJ►k�iSS 52 AND 16-004 7MMUCH 24—INCH DIAMETER PIPE SHALL BE CLASS 50, ALL IN ACCORDAMM WITH USA STAINM A-21.1 (ASA C-51). ALL J004TS SHALL BE PUSH—ON. IfAEC IAINICAI., OR FLAMM (6—INCH MINIMUM COWER). B. CONCRETE — 4 INCH THROUGH IS INCH DIAMETER PIPE SHALL BE NON— IINFOACED, BELL AND SPIQOT WITH RU=ER GASKET JOINTS, CONFORMING TO ASTM C-4 (CLASS M). 21 INCH T1400" 36 INCH DIAMETER PIPE SHALL BE REINFORCED, BELL AND SP10E3T WITH ALIN" GASKET JOINTS, CONFORMING TO ASTM C-76 (2 FOOT MINIMUM COWER). C. PVC — 4 INCH THROUGH IS INCH DIAMETER PIPE, WITH 24—INCH TO 36—NIGH OF COVER SMALL SE IN ACCORDANCE WITH ASTM D3034 SDR 21. 4—INCH THROUGH 18—OCH DIALER PIPE, WITH ASTM D3034 SDR 35 SHALL HANE 36—INCH MOO" COVER. ALL JOINTS SFIALL K PUSH—ON WITH RU WR GASKETS. PVC STORM PIPE REQUIRES A.C. COLLARS (I.E.. CATCH SA8M1 CONNECTION) OR KOR—N—SEAL CONCRETE BOOTS. D. HELICAL CORRUGATED PLAIN ALUMINUM PIPE (CMP) — 6 INCH THROUGH 18 INCH DIAMETER PSE SHALL BE 16 GAUGE WITH 2 2/3 INCH X 1/2 INCH CORRUGATIONS. 21 INCH TWOUGM 36 INCH DIAMETER PIPE SMALL BE 14 GAUGE WITH 2 1/3 INCH X 1/2 INCH CONAIL"TIONIS. NEFER TO DETAILS IN THESE PLAINS FOR ANY PIPES L40MR THAN 36 INCH DIAMETER. ALL ALUMINIZED PIPE SHALL HAVE ASPHALT TREATMENT 1 COATING (2.0—FOOT MINIMUM COVER). E. HELICAL. CORRUGATED STEEL PIPE (HCMP) - 6 INCH THROUGH 36 INCH 94ALL K 16 GAUGE WITH 2 2/3 INCH X 1/2 INCH CORRUGATIONS. ALL STEEL MATERIALS SMALL SE GALVMNMZED AND ASPHALT TREATMENT 1 COATED. REFER TO DETAILS IN THESE PLANS FOR ANY PIPES LAMM THAN 36 INCHES IN DIAMETER (2.0 -FOOT MINIMUM COWER). F. CORRUGATED POLYETHELENE MEETING THE REQUIREMENTS OF AASHTO M-294. TYPE S. MINIMUM PIPE DIAMETER SWL BE 8". MAXIMUM PIPE DIAMETER SHALL BE 36" OR THE DiA10M FOR WWH THE SUPPLIER HAS A JOINT CONFORMING TO ASTM D 3212, WHICIN VER IS LESS. JOINTS SMALL BE CLASSIFIED ' ED AS "WATERTIG� HT". WATERTIGHT T JOINTS SHALL K MANE WITH A SLEEVE OR WITH A KLL SPIGOT AND SHALL CONFORM TO ASTM D 3212 (10.8 PSI) USING ELAISTOMETRIC G+ 'TS CONNFORMINNG TO ASTM F 477. GASKETED JOINTS SWILL BE UJ111111CATEO AS RECOMMIEN BY THE PRODUCER DURING INSTALLATION. "SOILTIGHT" JOINTS SWILL NOT IRE PEAIMTTED. FITTINGS SHALL BE SLOW MOLDED. ROTATIONAL MOLDED, OR FACTORY WIELDED. THIERMOPLASTIC PIPE FITTINGS SMALL MEET THE REQUIREMENTS SET FORTH IN AASHTO M 294. Z FJ:fl aka r T' VY ( row 4) �.:.A Z O Cf z -, _ x r I e #3" EACH SAM SEE NOTE1 ' CROAM04E PrE OMEC39CATX ALL STORM DNWIN PIPE MAY BE CONSTRUCTED OF ONE OF THE FOLLONNG MATERIALS UNLESS OTS SPECIFIED IN THE PLAINS. ALL PIPE JOINTS MUST BE GASKETED W ATERTIGFIT NO MUST K OF THE SAW MATERIAL AS THE PIK. ALL PIK SHALL HAMS A MINIMUM COINER AS SPECKED AND SHALL BE ADEQUATELY PROTECTED DURING CONSTRUCTION (MV TO THE MANUFACTURER'S RECOMMENDATIONS FOR MI IM LIMN COVER FOR HEAVY EQUIPMENT Lowm). A. DUCTILE IRON — 4 INCH THROUGH 14 INCH DIAMETER PIPE SHALL BE CtJ►k�iSS 52 AND 16-004 7MMUCH 24—INCH DIAMETER PIPE SHALL BE CLASS 50, ALL IN ACCORDAMM WITH USA STAINM A-21.1 (ASA C-51). ALL J004TS SHALL BE PUSH—ON. IfAEC IAINICAI., OR FLAMM (6—INCH MINIMUM COWER). B. CONCRETE — 4 INCH THROUGH IS INCH DIAMETER PIPE SHALL BE NON— IINFOACED, BELL AND SPIQOT WITH RU=ER GASKET JOINTS, CONFORMING TO ASTM C-4 (CLASS M). 21 INCH T1400" 36 INCH DIAMETER PIPE SHALL BE REINFORCED, BELL AND SP10E3T WITH ALIN" GASKET JOINTS, CONFORMING TO ASTM C-76 (2 FOOT MINIMUM COWER). C. PVC — 4 INCH THROUGH IS INCH DIAMETER PIPE, WITH 24—INCH TO 36—NIGH OF COVER SMALL SE IN ACCORDANCE WITH ASTM D3034 SDR 21. 4—INCH THROUGH 18—OCH DIALER PIPE, WITH ASTM D3034 SDR 35 SHALL HANE 36—INCH MOO" COVER. ALL JOINTS SFIALL K PUSH—ON WITH RU WR GASKETS. PVC STORM PIPE REQUIRES A.C. COLLARS (I.E.. CATCH SA8M1 CONNECTION) OR KOR—N—SEAL CONCRETE BOOTS. D. HELICAL CORRUGATED PLAIN ALUMINUM PIPE (CMP) — 6 INCH THROUGH 18 INCH DIAMETER PSE SHALL BE 16 GAUGE WITH 2 2/3 INCH X 1/2 INCH CORRUGATIONS. 21 INCH TWOUGM 36 INCH DIAMETER PIPE SMALL BE 14 GAUGE WITH 2 1/3 INCH X 1/2 INCH CONAIL"TIONIS. NEFER TO DETAILS IN THESE PLAINS FOR ANY PIPES L40MR THAN 36 INCH DIAMETER. ALL ALUMINIZED PIPE SHALL HAVE ASPHALT TREATMENT 1 COATING (2.0—FOOT MINIMUM COVER). E. HELICAL. CORRUGATED STEEL PIPE (HCMP) - 6 INCH THROUGH 36 INCH 94ALL K 16 GAUGE WITH 2 2/3 INCH X 1/2 INCH CORRUGATIONS. ALL STEEL MATERIALS SMALL SE GALVMNMZED AND ASPHALT TREATMENT 1 COATED. REFER TO DETAILS IN THESE PLANS FOR ANY PIPES LAMM THAN 36 INCHES IN DIAMETER (2.0 -FOOT MINIMUM COWER). F. CORRUGATED POLYETHELENE MEETING THE REQUIREMENTS OF AASHTO M-294. TYPE S. MINIMUM PIPE DIAMETER SWL BE 8". MAXIMUM PIPE DIAMETER SHALL BE 36" OR THE DiA10M FOR WWH THE SUPPLIER HAS A JOINT CONFORMING TO ASTM D 3212, WHICIN VER IS LESS. JOINTS SMALL BE CLASSIFIED ' ED AS "WATERTIG� HT". WATERTIGHT T JOINTS SHALL K MANE WITH A SLEEVE OR WITH A KLL SPIGOT AND SHALL CONFORM TO ASTM D 3212 (10.8 PSI) USING ELAISTOMETRIC G+ 'TS CONNFORMINNG TO ASTM F 477. GASKETED JOINTS SWILL BE UJ111111CATEO AS RECOMMIEN BY THE PRODUCER DURING INSTALLATION. "SOILTIGHT" JOINTS SWILL NOT IRE PEAIMTTED. FITTINGS SHALL BE SLOW MOLDED. ROTATIONAL MOLDED, OR FACTORY WIELDED. THIERMOPLASTIC PIPE FITTINGS SMALL MEET THE REQUIREMENTS SET FORTH IN AASHTO M 294. PLAN BIW NOTE. 1. T s da bw* r. k for use oat mm$mwa on _, fisf#{if�ftyP �3fr$ 3 i tS F7 {7r* wi 1g 3. A# s" ydsmusty a hWt coatea (T liatbsrw� 4, MEP -smooth b4aftrpiper bdis to ss cum debde blwdwtope. PUBUC WORKS i � iRti �lE llt DEPARTM, ENT ?. PST — 228.00 MARCH 2006 Z FJ:fl aka r T' VY ( row 4) �.:.A Z O Cf z -, _ x r Ah 47, 0. "a = nr 4— uz m w � PSE BEDDNVG DET/4L O �' tr3n..+tvae�"T" LIR. N M BMW"_w ""ft. war.. wan Jwf 'sem Fkf NOTE$. t -c ! t. PnVA*u"aqw-U0dw#wr"ls. 2m "and twip kumwf hamble. Z 3. CSMplid bed�M"*" to t max d6rWK)l 0VW 00�. f s, t p x Prs �-jkxsr �r k � Tmrlcw In saatWy . s. Ww�„,�(` �i. wwc of OP* speAcdol" for befth %00 W a ojolik s. Tha:plpe Guns V& be trw,aK kw tr4ncft wb m. sTtm mkbtwm wwmwww stwA twg i i I.P. = m% � „ � �� ��h�tzA 1►�`�. � mat CITY OF RENTON, NAVD 88 TO pR Y W/#p#JOe N N f Ski' �� i.r$r�rifl.r, �'• p�f f�vt ttf p�ae �r - � i• "W4 Y�Mr-iw6600ba $hal rot be {Hued In la rte" by: Dote CALL 2 WORKNG DAYS ��, S "cimof WsDcfTfAPwA, vwmdwds fay>ut� rt�aoetateperdlca�tare�. fwAps .do ftOw am �rPW, �&M lh �.nbm.kt� F ty ti ice, Ow httPkon tW# v*m of the *s oortVacim zar+t� �M � 1t+ii rwlt a1 tt� �' ^Nn 2: kwtdlod .s1. , � a At. 3, (afiAil� w* *0 �mm hA tre � : �tadd$ m-le".ptk i& tolet —LSF14 k.wAW: 6 80iCw*nw Mlh $adgn A. mmpocw w *1% may1muip t.Qr wUNaai,arCment sk � t c (WS0CY'ftAPWA} k 0.Li. b aqwdlatw aut4ft dhWnuW spaok qt ft a & 006-Ndl The 4wAkm$":sho wt, as QA 4h a fes" sh" w 0.: OLD. elpak Min. 46L 5(I". � �1* tqf el�reters tt7en 41�• art spsrea � aim I =SOr.tot 180" : 4 _ a_Vrt - ch ''18" to E�A w�47 r3 (Van) t"m to Pusuc WORKS� �aM►C" OW4 . Pte` MAO DEPARTMENT � A� ISE'.It L H 2008 PLAN BIW NOTE. 1. T s da bw* r. k for use oat mm$mwa on _, fisf#{if�ftyP �3fr$ 3 i tS F7 {7r* wi 1g 3. A# s" ydsmusty a hWt coatea (T liatbsrw� 4, MEP -smooth b4aftrpiper bdis to ss cum debde blwdwtope. PUBUC WORKS i � iRti �lE llt DEPARTM, ENT ?. PST — 228.00 MARCH 2006 ....­ ­ ­ . • . .NOTES: 1) ALL MATERIAL FOR GRATE SHALL BE DUCTILE IRON, ASTM A536 GR.80-55-06 2) GRATE SHALL BE OLYMPIC FOUNDRY MODEL No. SM 728 OR APPROVED EQUAL. ALL BARS 5/8" NOT TO SCALE ALL SLOTS 1" S pF AS#1 B ~ cr N � �� 2852 7 Fss�/SiE 1 R G�� 0Af L EN g- zo-�,� M PIRoPERnr INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19426 CONTACT: DWIGNT E. SLA70NN CONSTINUCTION MSR (610) &$4-014* CELL 303-541-4623 N CONlSIli.TNNG ENGINEERS 16215 72ND AVENUE SOUTH KENT, WA 96032 CONTACT: JAY GRUN, PE (425)251-6222 �. D .a. i .. ..Ak • .. rou ►"I It ii �` Z a, C) Z O Cf z -, _ x r c tN = nr 4— uz m w � PSE BEDDNVG DET/4L O N M NOT TO SCALE Z Z Z VBWK��AL QATW 01 POR WiCE 6 6 Z CITY OF RENTON, NAVD 88 TO pR Y W/#p#JOe N N NApproved � by: Dote CALL 2 WORKNG DAYS ��, S CITY OF RENTON CONTROL Approved by: Date zi YOU M POINT N0. 1864 WAS HELD Approved by:N�"'� Dote ^Nn i FOR ELEVATION, BEING 19.488 FEET (NAVD88) AWoved Date ....­ ­ ­ . • . .NOTES: 1) ALL MATERIAL FOR GRATE SHALL BE DUCTILE IRON, ASTM A536 GR.80-55-06 2) GRATE SHALL BE OLYMPIC FOUNDRY MODEL No. SM 728 OR APPROVED EQUAL. ALL BARS 5/8" NOT TO SCALE ALL SLOTS 1" S pF AS#1 B ~ cr N � �� 2852 7 Fss�/SiE 1 R G�� 0Af L EN g- zo-�,� M PIRoPERnr INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19426 CONTACT: DWIGNT E. SLA70NN CONSTINUCTION MSR (610) &$4-014* CELL 303-541-4623 N CONlSIli.TNNG ENGINEERS 16215 72ND AVENUE SOUTH KENT, WA 96032 CONTACT: JAY GRUN, PE (425)251-6222 �. D .a. i .. ..Ak • .. rou ►"I It ii �` Z a, C) z Cmz ;C Cf z -, _ x r c o . = nr 4— uz m m O ,m iD D m S CD cl 13 C2 p Z 13 m jjj uz z m O D a, C) Cf TT^ v` r o . = nr 4— O 14'-0" Emb- 1(I 20/652 O q2'-0' (2) GOlj>% FM 6/653 (2) WLIJU f5 PM 61053 -------------------------------------- _________ _� _ , �:1ui�.:.►•.�' �Ct"•oL'•..r�..•i.ir' .s`+�i:rlki3'w:iv.:a6.�::rs�..:rCJ.�r;L." ..�+� I"�:'.rw.•iE.:� :r�.:.r•' 5' %.AB ON 6RADE MBR _ PLAN NOTE � 1 (2) __ P_E_R6_/0_5_3_ __ 7-1 •______________�______ ,r � •9i 4•'i 3` AKA � ft. a i 'i�,g ... �u. J ^.T f i.�to t' �: •1+: +♦.:•til4art�.r:Jr:'��.7YD'.lr"iirit+.:'i;.i.91t �ir`��".+aa'.�`wr":�.ai.iti i.�.`�L:.1��.rii''i��a"i�: ii.•.r•.r�` `.:c iifi•�44`'. \1 -------- L___ --_J _________—_ ------—\_------------- --� ( --___—______—_______ -------------v --------- 1 1 x.31 cy �.3b' FM 6/653 18/052 rt.12' — i 21-0N 1 1 0.2% 0.5% 11 4 � . _- .. . _____-_ ... __ �_ .. ... _ _ .. _ .. _---. , _ 'I 1 1 N 1 !_, — 4 1 ----- ------ 1 .:741�^!?!1;1:'-T''7t..w''7!!r'i'�i!t•.��."'�y��.T.il;,�+R 'a►•nt';w,, !�'�!41 Tom, Iq/0512 v 20/G52 1 > .'I'MY, �Tl -------------- ------ I m (2) COLUMN5_ PER Now I — � Iq 052 E: n n 1 1 I;s 1 • �,. �.�,�.w�'+!i.'s'J�;+T� 4 � �'rc"!"r?E' a�S�t",';{.' 9�6'.i •.�,�„� _. ��, � � �.r!*•� a.: *.-aT.�gr�' .:' VAULT FOUNDATION PLAN 'L N=11.0M VAULT LID PLAN 16N=II—ON 6'-0' x 10'-0' OPENING A/ i A I %/ 1 Lu ggbmnft =s L Aw► / 1 ml 1- '00 in l •wl► a j 2!,011 INLET PER G I V ! _ 4 1 1.'13' 1 11/055 TVP. PLAN NOTE -5: "KALL FOOTM& Iii. WISED "STUWW SOL NTH ..♦• PW L PM THE 6EOTECAWAL FOUR I. THE 6EOTEC+WAL EN64 wqSHALL ♦ •ilI 0 PRIM TO FLACXMIENT OF • _il 6 11TION&OM _ 2. THE VAULT BOTTOM SHALL BE A 5-*CoH GONCiIIETE SLAB ON 6RADE AMS? RE NTH 64 o 16moo, EACH DMREGTION AT MID-OMN. PLACE SLAB ON = DRAW* 6RANA. g FILL. 3. VAULT LID SHALL BE 04011" tll - OF 121 ” MRECAST COC411ETE HOS LOM GORE PLAWS. TOP OF M. WK ELEVATION 15 PER PLAWS SHALL 1W FOR SOIL CON" PLR PL.1W PLUS 45 KIP OUT LOAD. IN THE AWBa OF q' MlWM)M SOIL COVER, THE FOLLOMII * SHALL AMY: 3-WA45 M lUM GONGI11ETE TOP"* OR 6-WoH TOTAL BASE A00 A5MOLT �T PLANK DE516N CALCALAT06 flrl&wrl- D AND STAB BY AN Ell it Wh6TORM IN THE STATE OF ��N6TON IN ACGORDANGE NTH THE ahkLITY COMM SECTION OF THE 6OMAl_ S TMUCTUIRAI NOTES. 4. PI.ANKS SHALL SEM ON ♦ I :�► THE PLAW •_ . THE PLAW SUMER SHALL ALSO ♦ r ALL -=.r .Dr V00 DAMS V#M . k TO BE • r 6ROUTED WoLr r 6PIOUT UWREM a. i1r PLAWS +Er ON THE _ _ OF M r♦ ar FAMICATOR .., CACTERIA FORTHSET Vr -CTlON IV OF THE 1B.C. �IWT I T� '%I .. '�♦ �ar ♦ I • ♦ it i ar •�,' r +ar r � �r FOR INLET A10 • SEE CIVIL ORA~ FOR THE LOCATION OF HLET r OUTLET « THE STOW r . SYSTEM SHALL I BE CONNECTED ALL BAOT-ILL ♦ .. MVE Comm -m. DO NOT BACKFILL• r VAULT UNTIL `II AND CLOSUPIES '• C*fLETW IN ACCOWAWX.. DKA~ r ♦ I DIAMETER VBM .. MANHOLE NTH LOC -KW& Mri 2 • I :`..IlkI,.iom :: • ar - a as ` "•.• a'•a1 ♦ I :: r ♦ � ` AAWL- INV IND"TES, MAOME AICGE% PLR " NOTE 05 INMATES FULL 1E164T GOWRETE I"AIL L X105X II41:014ATES SECTION CUT - SEE 9115cm DETAIL V XX' INbIG/1TE5 TOP OF 51.18 OR PI.,NYC ELEVATION INMATES 5'-6$ x 12' TNA FOOTING ( 5.5 PILA6TBR " LOAD 'R') 11WINFWAV MATH (S) #5 R EACH DNlECTION - 3' CLEAR OF S!WRADE. WVOE (4) NOOKJW 05 D0MIS, TO PILASIM. • INMATES 1215' CAST -IN-PLACE GONC44M SLAB. REINS ANTH 05 W!5 . 10'oo IN EACH DATION. 1 'i S R NG. N'EEAtN,0. 32121 MEYE44NEAM 104AY 5. SUITE 103 FBf)BX& WAY, M. 46001 VOICE: (218) M-0610 FAX: () 03-ON5 ELECTRONICALLY SIGNED 08/05/2015 uj lu AL P Q Q 00 O V f� V l Q V J ksl <-, Lu IND r v ill 11.1 UA C Q LA .g —A �-- 1_u t - LLJ C�j la__! v < <� 1.1_J o Lu Q V SHE ET TITLE 67ENER& 5TRxTX& MOTES 15-048 NEC MIJECT NO.: EMN AWN: MW DATE: r/ v SHEET MINER: ( 51 w ---------------- �-- 11C r- T --------- ----- ----- --------------- — 1 ,::-:�. dsa::>c�.a+: =t:: .� .-.i.�:, a:r .:�'�:a.•:,r..�.==%� :7G:u:' :.', :�.. .� ;, ii ,:,:: ;.. .Ic... Z' MN . ".: :�'�'•r�.�:�: �1 ` �s':: c CAm --------------- ' --------- ----- — —____ _______ —•, / 1 :• 1 J s m n m � I D 0.25, 1 (2) PER 6/053 1 1 ,"'• ., p. •�, `.:i: 'T'r"•�T,rn,,.7R"'.•. 1 w�..a_Li.�:u,e.��:i..,.�r. ------ ------ ,,�'E,y•j?'�' .J�'+�7 T!J'^�f�• y+i=—===-----------7--�� i ..FJ•t►','4;.,�,.1p'�.T,fi„�..,•T•w. pl+' i"a?'••T.,T�a.'•�w (2) GOlj>% FM 6/653 (2) WLIJU f5 PM 61053 -------------------------------------- _________ _� _ , �:1ui�.:.►•.�' �Ct"•oL'•..r�..•i.ir' .s`+�i:rlki3'w:iv.:a6.�::rs�..:rCJ.�r;L." ..�+� I"�:'.rw.•iE.:� :r�.:.r•' 5' %.AB ON 6RADE MBR _ PLAN NOTE � 1 (2) __ P_E_R6_/0_5_3_ __ 7-1 •______________�______ ,r � •9i 4•'i 3` AKA � ft. a i 'i�,g ... �u. J ^.T f i.�to t' �: •1+: +♦.:•til4art�.r:Jr:'��.7YD'.lr"iirit+.:'i;.i.91t �ir`��".+aa'.�`wr":�.ai.iti i.�.`�L:.1��.rii''i��a"i�: ii.•.r•.r�` `.:c iifi•�44`'. \1 -------- L___ --_J _________—_ ------—\_------------- --� ( --___—______—_______ -------------v --------- 1 1 x.31 cy �.3b' FM 6/653 18/052 rt.12' — i 21-0N 1 1 0.2% 0.5% 11 4 � . _- .. . _____-_ ... __ �_ .. ... _ _ .. _ .. _---. , _ 'I 1 1 N 1 !_, — 4 1 ----- ------ 1 .:741�^!?!1;1:'-T''7t..w''7!!r'i'�i!t•.��."'�y��.T.il;,�+R 'a►•nt';w,, !�'�!41 Tom, Iq/0512 v 20/G52 1 > .'I'MY, �Tl -------------- ------ I m (2) COLUMN5_ PER Now I — � Iq 052 E: n n 1 1 I;s 1 • �,. �.�,�.w�'+!i.'s'J�;+T� 4 � �'rc"!"r?E' a�S�t",';{.' 9�6'.i •.�,�„� _. ��, � � �.r!*•� a.: *.-aT.�gr�' .:' VAULT FOUNDATION PLAN 'L N=11.0M VAULT LID PLAN 16N=II—ON 6'-0' x 10'-0' OPENING A/ i A I %/ 1 Lu ggbmnft =s L Aw► / 1 ml 1- '00 in l •wl► a j 2!,011 INLET PER G I V ! _ 4 1 1.'13' 1 11/055 TVP. PLAN NOTE -5: "KALL FOOTM& Iii. WISED "STUWW SOL NTH ..♦• PW L PM THE 6EOTECAWAL FOUR I. THE 6EOTEC+WAL EN64 wqSHALL ♦ •ilI 0 PRIM TO FLACXMIENT OF • _il 6 11TION&OM _ 2. THE VAULT BOTTOM SHALL BE A 5-*CoH GONCiIIETE SLAB ON 6RADE AMS? RE NTH 64 o 16moo, EACH DMREGTION AT MID-OMN. PLACE SLAB ON = DRAW* 6RANA. g FILL. 3. VAULT LID SHALL BE 04011" tll - OF 121 ” MRECAST COC411ETE HOS LOM GORE PLAWS. TOP OF M. WK ELEVATION 15 PER PLAWS SHALL 1W FOR SOIL CON" PLR PL.1W PLUS 45 KIP OUT LOAD. IN THE AWBa OF q' MlWM)M SOIL COVER, THE FOLLOMII * SHALL AMY: 3-WA45 M lUM GONGI11ETE TOP"* OR 6-WoH TOTAL BASE A00 A5MOLT �T PLANK DE516N CALCALAT06 flrl&wrl- D AND STAB BY AN Ell it Wh6TORM IN THE STATE OF ��N6TON IN ACGORDANGE NTH THE ahkLITY COMM SECTION OF THE 6OMAl_ S TMUCTUIRAI NOTES. 4. PI.ANKS SHALL SEM ON ♦ I :�► THE PLAW •_ . THE PLAW SUMER SHALL ALSO ♦ r ALL -=.r .Dr V00 DAMS V#M . k TO BE • r 6ROUTED WoLr r 6PIOUT UWREM a. i1r PLAWS +Er ON THE _ _ OF M r♦ ar FAMICATOR .., CACTERIA FORTHSET Vr -CTlON IV OF THE 1B.C. �IWT I T� '%I .. '�♦ �ar ♦ I • ♦ it i ar •�,' r +ar r � �r FOR INLET A10 • SEE CIVIL ORA~ FOR THE LOCATION OF HLET r OUTLET « THE STOW r . SYSTEM SHALL I BE CONNECTED ALL BAOT-ILL ♦ .. MVE Comm -m. DO NOT BACKFILL• r VAULT UNTIL `II AND CLOSUPIES '• C*fLETW IN ACCOWAWX.. DKA~ r ♦ I DIAMETER VBM .. MANHOLE NTH LOC -KW& Mri 2 • I :`..IlkI,.iom :: • ar - a as ` "•.• a'•a1 ♦ I :: r ♦ � ` AAWL- INV IND"TES, MAOME AICGE% PLR " NOTE 05 INMATES FULL 1E164T GOWRETE I"AIL L X105X II41:014ATES SECTION CUT - SEE 9115cm DETAIL V XX' INbIG/1TE5 TOP OF 51.18 OR PI.,NYC ELEVATION INMATES 5'-6$ x 12' TNA FOOTING ( 5.5 PILA6TBR " LOAD 'R') 11WINFWAV MATH (S) #5 R EACH DNlECTION - 3' CLEAR OF S!WRADE. WVOE (4) NOOKJW 05 D0MIS, TO PILASIM. • INMATES 1215' CAST -IN-PLACE GONC44M SLAB. REINS ANTH 05 W!5 . 10'oo IN EACH DATION. 1 'i S R NG. N'EEAtN,0. 32121 MEYE44NEAM 104AY 5. SUITE 103 FBf)BX& WAY, M. 46001 VOICE: (218) M-0610 FAX: () 03-ON5 ELECTRONICALLY SIGNED 08/05/2015 uj lu AL P Q Q 00 O V f� V l Q V J ksl <-, Lu IND r v ill 11.1 UA C Q LA .g —A �-- 1_u t - LLJ C�j la__! v < <� 1.1_J o Lu Q V SHE ET TITLE 67ENER& 5TRxTX& MOTES 15-048 NEC MIJECT NO.: EMN AWN: MW DATE: r/ v SHEET MINER: ( 51 w • 11C CD T z fk1 II n Z Z Z c CAm z m n m � I D I fk1 II n ^ 1 � O I 6ENERAL 5TRU( TURAL NOTES 1. 'i">•._..w► i ,,r>. r lit r ► "� �J � ` r �ill"� H � • ♦ ♦ _ • r w • . r i " • r • r ,. i �r • . 1M• 4 • • :.Y.• ��u.ai.�r .r • • I .. �. . i :II EN&Ii lR1% LOAD TYPL CRITERIA HOL LO WORE PLANK 3 I� S �PLR1�11P .aE'D DEAD LOAD DEPTH OF SOIL PER, PLAN it 501L )*16HT = 120 pd SUPERWOSED LIVE LOAD 14520-44 VEHICLE LOAD OR EXPOSED TO EARTH OR Y�EATHER 45 -KIP OUT-RI66:'R LOAD . 1M• 4 • • :.Y.• ��u.ai.�r .r • • I .. �. . i :II r r 0 i air l'" +ril • •w414 UWe.� 51MAGES CAST ALL 3 I� i w i • *� rte. . it C M--6; • I • • I1� IWA 5 EXPOSED TO EARTH OR Y�EATHER . 1M• 4 • • :.Y.• ��u.ai.�r .r • • I .. �. . i :II r r • • � r .� r - • r .. �.. # id/ • iii M d% • A ;All IF 4114 r •Alf.dAIM .i■ fir!'--�'��/T r .. I .. r !' .n. • '"i wi �r :.i - .r t .0 • r r + .� • n : .i PF do r •, , • • • r do r r �► IP 70 Ar • rJM. . r • A r • - INT 11 WA 1,, •:aI - t I _t w7► Wo Av .• r tr • t .. • t i Apo wr. I r . i• w w 4 aa •:'.. a ..•• NOW 1W ate/ • a • Iq wi of q �r • • : • _4 *.,a 10 0 dM Aft AA ..;w• ." r I .. I • • • SF0" BE MIXED, PI?OPDXT1CNED, CONI D AND PLACM IN ACZMAXE NTH 180 5MTION AM AIS ACI 301. 5TRE%TH5 AT 2b DAYS A40 MIX CRITERIA SHALL BE 3000 P51 NTH A MAXH M NVG RATIO OF OW A00 MNKH C&M CONTERT PER YARD OF * 5A"5. THE MWW AMOUNTS OF GEMENTITIOUS MATERIAL MAY BE CHAN6ED IF A MIX DE516N 15 SLO4 I TfD TO THE 5TRUGTIJIRAL. EW A10 THE BUiI.DIN6 OFFICIAL FOR APPROVAL TWO , PRIOR TO PLAC 146 ANY COWft"M. THE MIX DE516N SHALL MIGLIx7E THE AMOUNTS OF CL 4W# FIDE AND COARSE A IcATE, WATER AND ADHXTURES, AS MrELL AS THE AATER-GENT RAno, SLUMP, GONGaETE Yw MO SUI%TANTIAT1% sT :6TH DATA IN ACCORDANCE WITH THE LATEST EDITION OF AGI M, CKWTER S. THE REVIEW OF MIX DE516N MWITTAL5 BY THE EN6IN 'R OF RISCO INDICATES ONLY TIE INFORMATION 'T'ED COI-0RM5 6iDeRA LY ATH CONTWT DOC 4!�M. TOR MAINTAI* MAI LITY FOR SPECIFIED AHCE. , r • :,;1;0;Mr*j -` � 11.11.,. :: I • "1 I r _ a. i►a ir... t"AN ri i i' iAm • r :.� i "� I < i I .. "s. C#�ITiON BAR SIZES ar . UWe.� 51MAGES CAST ALL 3 I� A6AIH5T EARTH • 24"oc ,10�NT FORMW AIS FIS SIJRFAGES *5 OR SMALLER I1� IWA 5 EXPOSED TO EARTH OR Y�EATHER 6 OR 2 WhE5 COLUMN AND BEAM REWORGEMENTALL OVA i t • I16 INGI S TIES AW STIRRUP It r r • • � r .� r - • r .. �.. # id/ • iii M d% • A ;All IF 4114 r •Alf.dAIM .i■ fir!'--�'��/T r .. I .. r !' .n. • '"i wi �r :.i - .r t .0 • r r + .� • n : .i PF do r •, , • • • r do r r �► IP 70 Ar • rJM. . r • A r • - INT 11 WA 1,, •:aI - t I _t w7► Wo Av .• r tr • t .. • t i Apo wr. I r . i• w w 4 aa •:'.. a ..•• NOW 1W ate/ • a • Iq wi of q �r • • : • _4 *.,a 10 0 dM Aft AA ..;w• ." r I .. I • • • SF0" BE MIXED, PI?OPDXT1CNED, CONI D AND PLACM IN ACZMAXE NTH 180 5MTION AM AIS ACI 301. 5TRE%TH5 AT 2b DAYS A40 MIX CRITERIA SHALL BE 3000 P51 NTH A MAXH M NVG RATIO OF OW A00 MNKH C&M CONTERT PER YARD OF * 5A"5. THE MWW AMOUNTS OF GEMENTITIOUS MATERIAL MAY BE CHAN6ED IF A MIX DE516N 15 SLO4 I TfD TO THE 5TRUGTIJIRAL. EW A10 THE BUiI.DIN6 OFFICIAL FOR APPROVAL TWO , PRIOR TO PLAC 146 ANY COWft"M. THE MIX DE516N SHALL MIGLIx7E THE AMOUNTS OF CL 4W# FIDE AND COARSE A IcATE, WATER AND ADHXTURES, AS MrELL AS THE AATER-GENT RAno, SLUMP, GONGaETE Yw MO SUI%TANTIAT1% sT :6TH DATA IN ACCORDANCE WITH THE LATEST EDITION OF AGI M, CKWTER S. THE REVIEW OF MIX DE516N MWITTAL5 BY THE EN6IN 'R OF RISCO INDICATES ONLY TIE INFORMATION 'T'ED COI-0RM5 6iDeRA LY ATH CONTWT DOC 4!�M. TOR MAINTAI* MAI LITY FOR SPECIFIED AHCE. , r • :,;1;0;Mr*j -` � 11.11.,. :: I • "1 I r _ a. i►a ir... t"AN ri i i' iAm • r :.� i "� I < i I .. "s. C#�ITiON BAR SIZES CLEAR COVER UWe.� 51MAGES CAST ALL 3 I� A6AIH5T EARTH • 24"oc ,10�NT FORMW AIS FIS SIJRFAGES *5 OR SMALLER I1� IWA 5 EXPOSED TO EARTH OR Y�EATHER 6 OR 2 WhE5 COLUMN AND BEAM REWORGEMENTALL I16 INGI S TIES AW STIRRUP It Z INT Itm5iJRFAC.ES OF WAl.L5 011 OR � ING�S Ate? AB6 W y (2) 06 x FULL SPAM - (3) ADDITIONAL. #4 V"''RTS. A5 5H4IAIN VERTICAL FEW. PER SOIL FACE OF WWWTE WALL PER PLAN PbUR SLOTS PER PLNMC 51JP*I.IER EL. PER PLAN � 05 IN EA. VOID (3) EA. SIDE OF OP"9" lNEE� /� BEl.O�! (1) #5 DOPEL T-3" #5 IN EA. VOID 4" CONT. REW. s PER DETAILS to 1216" G.I.P. GONG. P.G. GONG. PLANK PER PLAN P.G. GONG. M.W JO NT PLAN GIP Slab at 24"m Monhole Openings CORW BARS x 11' TO MATO HORIZ. WALL RLINFORGLMENT 517E AND 5PAG1N6 V i ADDITIONAL ver. FOR TYINEF Few. DowE.s TO rurcH HoR]z. w64u. REit+F. rV sm. +aooic ONE am PLAN Typical Corner Reinforcement MAX. 06 EL. PER CIVIL DONT. BEARIN6- 5TRIP PER PLANK SUPPLIER #4. 12"oc HORIZ. #5. 15"oc VERT. - D/L PER CIVIL n SLAB ON6RAM---/ PER PLAN / #5 • 12"m TRA1I5. REI�1F. 014 TIM 4 x 4'-0" rCH SIDE EVATION Reinforcement Around Wall Openings FINJN 6 4qx PER CIVIL zW L W 1c 04 00AELS x i �. 4 • 24"oc ,10�NT PSDB SLOTS PER PER M.W SUPPLER FLAW SUPPLER EL. PER J� -� MAX. MU EL. PER CIVIL r11EGA5T HOLLOW GORE GONGIlETE P'�It PL/r!l FINISH &RADE PER CIVIL AV] Z'-%" 4 DO)*L5 x—i v e 24"oc (2) *4 CONT. TOP #4 DOMEL.5 x 3'--0" • Ib"oc (3) #5 CONT. LONG. REINF. Jr T Typical Interior Bearing Wal Tical Plank to Plink ,blot 6R4UTED JOINT PER, PL,ViIC SUPPLIER EL. PM PLAN � 00 MAX. W5 EL. PER, CIVIL n c�R #4. 12"oc HORIZ. #5 . 10"Oc VERT.- D/L PER civil5LAB ON n P'ER PLJ1N��� � #5. 12"oc TRANS. REINF. BEAR FOOTIN6- ON UI► MTURWD NATIVE SOIL PER CIVIL CONT. WAd 57W PER PLANK SUP $4 DONLd • Woo (2) 06 x 12' (C&TM 01 (2) #6 x & EXTENIP b" ,......�. , ,.. Vi S:s z ENGIN'EERING (2) #4 CONT. TOP °O O O0 O� o 0 °0 PREF DRAINING FI11 L�co._ 00. PMR a O1 0 1'-0" MIN. O0 0 BACOILL P'R�RES PER o0 PLAN NOTE 5 o0 O i'ENtl��ORATLD ° PVC PIPE, SLOPE TO DRAIN MR CIVIL O 00 O �o •'S x DO IELS • 24"oc W STD. HOOK °° l (ALT'l3 NATE WOO*) POUR 5L0T'r PER. FLAW SUPPLER Concrete Beam FNSH 60 ADE PER CIVIL NOW L W 1c 4 ON (2) #4 CONT. TOP C C 21„011 le .ID VOID5 mor 0 T �M It Z z M M 91 W y (2) 06 x FULL SPAM - � V HOOK EACH END Z Z #4 x F1 (1) • 5NOO —.- #4 x CJ (5) • 10"OG (2) #4 CONT. TOP °O O O0 O� o 0 °0 PREF DRAINING FI11 L�co._ 00. PMR a O1 0 1'-0" MIN. O0 0 BACOILL P'R�RES PER o0 PLAN NOTE 5 o0 O i'ENtl��ORATLD ° PVC PIPE, SLOPE TO DRAIN MR CIVIL O 00 O �o •'S x DO IELS • 24"oc W STD. HOOK °° l (ALT'l3 NATE WOO*) POUR 5L0T'r PER. FLAW SUPPLER Concrete Beam FNSH 60 ADE PER CIVIL 21D 2W �" 5M #4 DOMEL5 x • 2411 OC, a r.. ° p • 6 4 • •. ., O (2) #4 CONT. TOP 100.v MAX. Y"i5 EL. PCIVIL O° ER 00 30 N 01 05 DONEL5 x 3'-O" CIL — BR6. L .� GOMiT.ARIN6 IQ) %• 24"Oc STRrP PER -A _ PLANK SUPPLER 0 0 0 11 U � 0 SA"FILL `>" L1._N PROCEDiIIES PER °O PLAIN NOTE 5 Dk Q tL o - S. 00 V << °� < L LU O 'v �t OED] 0 °O D/L PER CIVIL p SLAB ON 6RAOE PER PL/W - LOW few. FOR GALL-d�T� INC04HONSEE DETAIL ftS2 PIOEG.L D" LEO. \ #5. 12"0C. TRA*. PEW. PER PLAN Typical End Wall 2� SPIFFY TITLE STRUGTURAL DETAILS 15-048 VEC PIS ACT NO.: Ll1�1 DRAWN: LMN Rol iu BEET �N: G52 — 0 o A T r NOW Z 4 ON z Z C C J Z , - mor 0 T �M It Z z M M 91 W y � V m Z Z <11JLU <� v til i.0 � 21D 2W �" 5M #4 DOMEL5 x • 2411 OC, a r.. ° p • 6 4 • •. ., O (2) #4 CONT. TOP 100.v MAX. Y"i5 EL. PCIVIL O° ER 00 30 N 01 05 DONEL5 x 3'-O" CIL — BR6. L .� GOMiT.ARIN6 IQ) %• 24"Oc STRrP PER -A _ PLANK SUPPLER 0 0 0 11 U � 0 SA"FILL `>" L1._N PROCEDiIIES PER °O PLAIN NOTE 5 Dk Q tL o - S. 00 V << °� < L LU O 'v �t OED] 0 °O D/L PER CIVIL p SLAB ON 6RAOE PER PL/W - LOW few. FOR GALL-d�T� INC04HONSEE DETAIL ftS2 PIOEG.L D" LEO. \ #5. 12"0C. TRA*. PEW. PER PLAN Typical End Wall 2� SPIFFY TITLE STRUGTURAL DETAILS 15-048 VEC PIS ACT NO.: Ll1�1 DRAWN: LMN Rol iu BEET �N: G52 — 0 o A T r NOW 4 ON z Z C C Z , - mor 0 T �M It M z M M 91 W y CL n r0 ON � n C M mor 0 T �M It 1 W ! N W y CL n r0 W TY #5 IN E (3) TOT W-9 end of Interior Wall End Wall PROVIDE 12"x 12" COLUMNS AT BEAM SUPPORT LOCATIONS iREIWORCED W/ (4) #6 VERT HAIRS 4 •3 HOOPS • 10"m W/ h" GLR ON ALL SIDES. TYPICAL. Columns 6 (2)#bxRLL SPAIN - 8" L8x4x% W/ 400K EACH EO 1�00 x 3" HWS #4 DOiNELS • 12" oc. G.I.P. GONG. SLAB #5 . 12 "oo TOP #5 . 10"x EIA Irl 4 80T NV #5 EXT90 6" INTO HAS • 12" x SUP OM EACH EN? IN CLOSM STRIP ALI6N W/ BOTTOM -J :t 1 ��*4 x 110 5"a OF FIG PLNW n (2) *b x 10'-3" (GatTE1t ON EIIGMI SPAN) A5 LJIIRW I'-0" (?) 06 x 13'-10` PXTE}b 6' INTO SIPPORT EACH EW Gast -in -Place Concrete Beam at Panel 2 11 /N W G.I.P. GONG. #5 IN E (2) T01 5'-r #5 IN 6 (3) TOTS y jy GIP Slab at Vent Opening 12 LN SI LN P.G. GO I'LL PL X11 G.I.P. GONG. 05 DONtL IN E/1. YOID TOTAL 31-00 j4' GIP 51ob at Manhole and Vent I I 1w ..i1 Q r MAX. AS EL. PIR GIYIL o r FOR GALL -0W5 IN C40MHILIN Sw DETAJL ftS2 rAn -FINISH 6RADE PPR CIVIL (2) M4 CONT. TOP 00 0 O 00 0 0 O� O 000 0 00 0011 0 log a O0 0 00 0 00 0 00 0 00 0 0 O 0 0000 OO a 00 0 o oc O 0 00 0 Aall at Access Grating 11 #4 DOMLS • 1 (2) AD x FULL HOOK EACH EN G.I.P. GONG. SL, #5. 10'oc EM ALI6N W/ BOTT OF HG PLANK as L8x4x% NV WOx3"HNS • Too EAC44 LES *4 x r1 e 5'oc i31 #6 x'1'-10' EXT90 6' INTO 51I ipORT EIIGFI CIS Gast -in -Place Concrete Bew t Slab at Grate At 5 1 S.S E R FZNGINE"RING 3212M 0ff MY S. SUITE iJ ""r.-r.r ii VOICE: 05-0610 • 5 i, 8" L8x4x% W/ 1�00 x 3" HWS #4 DOiNELS • 12" oc. • 121Ioc (2) #8 x FLLL SPAN - EACH LE6 a HOOK EACH Eta J #5. 12NOC TOP C 4 HOT MV #5 LA HAN#% • 12" 0C .4 IN CLOSM STRIP � ALI6N N *4 x ® 5"oc OF HC (2) #8 x 101-311 V (ODM ON zz EACH SPAN) A5 FIRED 11-011 Q (2) 06 x 131-1011 -13 EXTEND 6" INTO LA0 W SUPPORT EACH END Cast -in -'lace Concrete Beam at Grate 3 1w ..i1 Q r MAX. AS EL. PIR GIYIL o r FOR GALL -0W5 IN C40MHILIN Sw DETAJL ftS2 rAn -FINISH 6RADE PPR CIVIL (2) M4 CONT. TOP 00 0 O 00 0 0 O� O 000 0 00 0011 0 log a O0 0 00 0 00 0 00 0 00 0 0 O 0 0000 OO a 00 0 o oc O 0 00 0 Aall at Access Grating 11 #4 DOMLS • 1 (2) AD x FULL HOOK EACH EN G.I.P. GONG. SL, #5. 10'oc EM ALI6N W/ BOTT OF HG PLANK as L8x4x% NV WOx3"HNS • Too EAC44 LES *4 x r1 e 5'oc i31 #6 x'1'-10' EXT90 6' INTO 51I ipORT EIIGFI CIS Gast -in -Place Concrete Bew t Slab at Grate At 5 1 S.S E R FZNGINE"RING 3212M 0ff MY S. SUITE iJ ""r.-r.r ii VOICE: 05-0610 • 5 i, gklb V ai! D LU z rt �, OIL J C (3 LA .4 0 1JJ v V > zz ILog LU� Q O -13 °- LA0 W < LU < < LU L11 v C(] l.0 � � W 0 0 z o U Q t- J k Iloilo gklb V ai! D LU z Cz �, OIL J C (3 LA .4 0 1JJ v V > zz ILog LU� Q O -13 °- LA0 W < LU < < LU L11 v C(] l.0 � ~ z V ai! D LU z Cz �, OIL C (3 LA .4 Nz 1JJ fY LA 13 > W ILog D Q O -13 °- LA0 W OL 3? < < L11 C) LLI SHEET TITLE 51RUCTA& DETAILS G53 13 • S;I D ai! D Cz z C 5� Nz m M M O D I D o � Z rr+ I � I D `:; L0 J2 TlO N �.1.� O O O V qlC . z 3 w V c w J 00 J 0 z QOD 0 w �14 v~i Lu a N W at 0 O v WIRING SCHEDULE q 0) 420 ALAN WOOD ROAD C •� V t/1 H 0 m ��"; •' of ILLUM ILLUM SERVICE SIGNAL EQUIP. PULL 08 �6 4�0 �6 GRIND. WIRE F 0 v 10 CC -j3) M m ry U U � Q 77 w Q 77 Q (0 00 0 U) ALEX ZZ 00 Ci.lCv Cy- Cy- 00■■■F ............... ILLUMINATION v WIRING SCHEDULE * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUIT/CONDUCTORS MAY BE PRESENT. DMAUM CITY OF RENTON, NAVD 88 CA 2,WORKWG DAYS Lc,j=%.=1ORE YOU DIG: 811 Bepict Iriw: CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) LEGEND NEW,/RELOCATE DESCRIPTION JUNCTION BOX TYPE 1,2,8 ROADWAY POLE PEDESTRIAN LUMINAIRE POLE SIGNAL POLE TYPE 111 ........ = SIGNAL POLE TYPE Il - - - - CONDUIT/CONDUCTOR ® ELECTRICAL SERVICE CABINET CONTROLLER CABINET O CONSTRUCTION NOTE O LUMINAIRE POLE N0./LETTER WIRE NOTE CMECXWPOi _ TO CITY STANDAFM Approved b : L. 0 � Date PP Y f- A,-� Approved by: Date (2* Approved by: Date Approved by:- Date SEE SHEET IL 1.06 FOR: 1 1 • ILLUMINATION POLE SCHEDULES SEE SHEET IL 1.07 FOR: • ILLUMINATION WIRING DIAGRAM • SERVICE BREAKER SCHEDULES • ILLUMINATION GENERAL NOTES • ILLUMINATION CONSTRUCTION NOTES SEE SHEET IL 1.08 FOR: • ILLUMINATION DETAILS SEE SHEET IL 1.09 FOR: • ILLUMINATION DETAILS SEE SHEET I L2.01 FOR: • SPECIAL PROVISIONS uwntry utvrrr-Lurm WIRING SCHEDULE ,�pQNER T 420 ALAN WOOD ROAD �� ••..•••••••..•• N0. RACEN/AY CONDUIT ��"; •' of ILLUM ILLUM SERVICE SIGNAL EQUIP. PULL 08 �6 4�0 �6 GRIND. WIRE CONDUIT FILL ALLOW. FILL 26X ALLOW. FILL r 40X CONSTRUCTION MANAGER M W EX. NEW EX. NEW EX. INEW EX. NEW EX. NEW EX. NEW 70 : cn: 5 O 00' w E: DIKH T. SLATt EA.0011 ENGNE, ENGINEER, ---•- 1 2" SCH40 PVC 2 1 0.17 0.89 --- 2 2" SCH80 PVC 2 1 0.17 0.89 -- --- 3 3 2 " SCH40 PVC 2 1 0.22 0.89 -- --- 4 4 2" SCH80 PVC 2 1 0.22 0.89 --- 5 3" SCH40 PVC SPARE 1 - - - - - - 3.00 6 3" SCH80 PVC SPARE 1 - - - - - - 3.00 7 3" SCH40 PVC 4 2 2 i 1 0.59 1.95 -- --- 8 8 2" SCH40 PVC 4 1 0.28 0.89 --- 9 2" SCH80 PVC 3 1 0.51 0.89 --- 10 EX 2" ** 4 1 0.28 0.89 --- 11 EX 2" ** 2 1 0.17 --- 1.36 12 EX 2" SPARE -- --- -- 13 3" SCH40 PVC 6 1 0.39 0.89 -- --- 14 14 2 " SCH40 PVC 2 1 0.17 0.89 - - - 15 EX 2" ** 2 1 1 0.17 --- 1.36 16 EX 2" ** 4 1 0.28 t --- 1.36 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUIT/CONDUCTORS MAY BE PRESENT. DMAUM CITY OF RENTON, NAVD 88 CA 2,WORKWG DAYS Lc,j=%.=1ORE YOU DIG: 811 Bepict Iriw: CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) LEGEND NEW,/RELOCATE DESCRIPTION JUNCTION BOX TYPE 1,2,8 ROADWAY POLE PEDESTRIAN LUMINAIRE POLE SIGNAL POLE TYPE 111 ........ = SIGNAL POLE TYPE Il - - - - CONDUIT/CONDUCTOR ® ELECTRICAL SERVICE CABINET CONTROLLER CABINET O CONSTRUCTION NOTE O LUMINAIRE POLE N0./LETTER WIRE NOTE CMECXWPOi _ TO CITY STANDAFM Approved b : L. 0 � Date PP Y f- A,-� Approved by: Date (2* Approved by: Date Approved by:- Date SEE SHEET IL 1.06 FOR: 1 1 • ILLUMINATION POLE SCHEDULES SEE SHEET IL 1.07 FOR: • ILLUMINATION WIRING DIAGRAM • SERVICE BREAKER SCHEDULES • ILLUMINATION GENERAL NOTES • ILLUMINATION CONSTRUCTION NOTES SEE SHEET IL 1.08 FOR: • ILLUMINATION DETAILS SEE SHEET IL 1.09 FOR: • ILLUMINATION DETAILS SEE SHEET I L2.01 FOR: • SPECIAL PROVISIONS 384701 N 10 40 384746 � 0 20 60 SCALE IN FEET CITY OF PENTON CEPA NT OF PUBLIC WOrMGB FfIOWAC EE LLL&N"TION PLAN SW 43FID ST ISTENW IKEA REDEVELOPMENT, RENTON, WA. Transportation Engineering NorthWest �TDR Transportation Planning I Design I Traffic Impact & Operations �� 08/1 0/201 5 nz No. U 1 500 1 266 p� TDR C�Fif�l® GM 8rALP=,D EM RAW AFPPKPM owMM OF nuc M111111111cs OMT 1 Cr 10 r• uwntry utvrrr-Lurm IKEA PROPERTY INC ,�pQNER T 420 ALAN WOOD ROAD �� ••..•••••••..•• 6� WgS"fl CONSHOHOCKEN, PA 19428 ��"; •' of •; CONTACT: DMNGHT E. SLATON z CONSTRUCTION MANAGER M W P: (610) 834-0180; C: 303-549-4623 70 : cn: 5 O 00' w E: DIKH T. SLATt EA.0011 ENGNE, ENGINEER, ---•- SS�O►VAI. S T 0' G` TRANSPORTATION ENGINEERING NORTHWEST w Z ••�� 11400 SE 8TH STREET, SUITE 200 BELLEVUE, WA 98004 w y 001 CONTACT: GLEN DuBREUIL P: (425) 250-0582; C: (206) 295-6776 � E: 384701 N 10 40 384746 � 0 20 60 SCALE IN FEET CITY OF PENTON CEPA NT OF PUBLIC WOrMGB FfIOWAC EE LLL&N"TION PLAN SW 43FID ST ISTENW IKEA REDEVELOPMENT, RENTON, WA. Transportation Engineering NorthWest �TDR Transportation Planning I Design I Traffic Impact & Operations �� 08/1 0/201 5 nz No. U 1 500 1 266 p� TDR C�Fif�l® GM 8rALP=,D EM RAW AFPPKPM owMM OF nuc M111111111cs OMT 1 Cr 10 r• cD C C) O a T- FnI z M M M O tTj D 0 ® > cD C C) O o �O < tTj 0 ® > CD O l w Z got i w y 001 cD C C) O o �O < d r� 0 ® > CD O l got m w y 001 � 6 o � O � 0 0 Q � z3cr) 3 �a J J �J d M a � a w k� v Z A.; � W at O O O C _ W n Z M M Q' LJ cn O D m a EX. INEW � x `. Z Z :..: ; _: ._.. SW 43R D T - ............. ...... ....... . ......... .. _ ...... --- S D C _ x `. Z Z :..: ; _: ._.. SW 43R D T - ............. ...... ....... . ......... .. _ ...... --- ZO C _ Z ' Z M M 0 ALLOW. (40X) D i■ 02wille 77 w Q 77 Q c0 00 0 U) cy- 3011w Z Z ooFn _ w IMENEF04 0 o� :..: ; _: ._.. SW 43R D T - ............. ...... ....... . ......... .. _ ...... --- ORACEWAY NO. oG z ' r w� m W C+ ALLOW. (40X) i■ 02wille 77 w Q 77 Q c0 00 0 U) cy- 3011w Z Z ooFn _ w IMENEF04 0 �. :.............. - :.: :: . _...... . f :..: ; _: ._.. SW 43R D T - ............. ...... ....... . ......... .. _ ...... --- ORACEWAY NO. CONDUIT SIZE ILLUM }13 x- .... - .... .... ........... . .. .... . .......... .......................... ............. .......... .. 4: .... ..... .......... ........ ...... f ALLOW. (40X) EX. INEW EX. NEW EX. NEW EX. WEW EX. INEW EX. INEW .............. 1 .. < : . .. ... ........:....:................................... ................:::: :.:: i-...: ............. .. 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X R ::.: :::ii :ii:::. :.. _ W � -- . :. .; :.:.s.....:., . .. .:............,........... 2 V1 z 0.22 0.89 - - - 4 2" SCH80 PVC 2 1 0.22 0.89 -- --- I lw- jx o 1 - - - - - - 3.00 6 3" SCH80 PVC SPARE 1 - - - - - - 3.00 7 3" SCH40 PVC 4 i■ 02wille 77 w Q 77 Q c0 00 0 U) cy- 3011w Z Z ooFn _ w IMENEF04 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR URGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUIT/CONDUCTORS MAY BE PRESENT. VEM rwAL pATW CITY OF RENTON, NAVD 88 CALL 2 WORKING DAYSLc.w.r.=Fw'OF1E YO(J DIG, CITY OF RENTON CONTROL POINT N0. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) LEGEND EX N KZRELOCATE DESCRIPTION „ ®Q JUNCTION BOX TYPE 1, 2, 8 -ROADWAY POLE PEDESTRIAN LUMINAIRE POLE SIGNAL POLE TYPE tll SIGNAL POLE TYPE tl --- -- CONDUIT/CONDUCTOR ® ELECTRICAL SERVICE CABINET CONTROLLER CABINET O CONSTRUCTION NOTE OLUMINAIRE POLE N0./LETTER WIRE NOTE TO 7!AAqA1= Approved by: Date,_ Approved by: Date dpw --- Approved by: Date Approved by: Date SEE SHEET IL 1.06 FOR: • ILLUMINATION POLE SCHEDULES SEE SHEET IL 1.07 FOR: • ILLUMINATION WIRING DIAGRAM • SERVICE BREAKER SCHEDULES • ILLUMINATION GENERAL NOTES • ILLUMINATION CONSTRUCTION NOTES SEE SHEET I L 1.08 FOR: • ILLUMINATION DETAILS SEE SHEET 10.09 1.09 FOR: • ILLUMINATION DETAILS SEE SHEET 1 L2.01 FOR: • SPECIAL PROVISIONS u MI&XV UtvtLurtK: IKEA PROPERTY INC IN9 ER r 420 ALAN WOOD ROAD 5 s........ 6/ CONSHOHOCKEN, PA 19428 W%' e* •. �':f,� CONTACT: DWIGHT E. SLATON �� „w ti� �► CONSTRUCTION MANAGER • Q P: (610) 834-0180; C: 303-549-4623 2 .W E: ENGINEEK- <S;'f •:`c TE��'V� TRANSPORTATION ENGINEERMIG NORTHWEST S�ONAI. • 406 11400 SE 8TH STREET, SUITE 200 BELLEVUE, WA 98004 CONTACT: GLEN DuSREUIL P: (425) 250-0582; C: (206) 295-6776 E: 384702 N 10 40 384747 0 20 60 SCALE IN FEET CITY OF RENTON MErARTMPNT OF PUBLIC WORiC8 FTKWAQE LLL404ATM PLAN SW 43FO ST AND LWD AVE SW to T E N W CEA F DEVELOPMENT, WA. Transportation Engineering NorthWest TDR Transportation Planning I Design I Traffic Impact & Operations DA -M 08/10/2015 Puw. U 1 500 1 266 TDR G11w1® GMD a 0„F FEW BMW PAS OF PU" WOW *=T 2 cr io i 40 fl me i� If as D 0 LL UA41 NA TION WIRING SCHEDULE ORACEWAY NO. CONDUIT SIZE ILLUM ILLUM SERVICE 6 4/0 SIGNAL EQUIP. PULL GRND. 6 * WIRE CONDUIT FILL ALLOW. L (26x) ALLOW. (40X) EX. INEW EX. NEW EX. NEW EX. WEW EX. INEW EX. INEW 1 2" SCH40 PVC 2 1 0.17 0.89 - - - 2 2" SCH80 PVC 2 1 0.17 0.89 - - - 3 2" SCH40 PVC 2 1 0.22 0.89 - - - 4 2" SCH80 PVC 2 1 0.22 0.89 -- --- 5 5 3" SCH40 PVC SPARE 1 - - - - - - 3.00 6 3" SCH80 PVC SPARE 1 - - - - - - 3.00 7 3" SCH40 PVC 4 2 2 1 0.59 1.95 -- --- 8 8 2 " SCH40 PVC 4 1 0.28 0.89 -- --- 9 9 2 " SCH80 PVC 3 0.51 0.89 --- -- 10 10 EX 2" ** 4 1 0.28 0.89 - - - 11 EX 2" ** 2 1 0.17 --- 1.36 12 EX 2" SPARE -- --- -- 13 3" SCH40 PVC 6 1 0.39 0.89 -- --- 14 14 2 " SCH40 PVC 2 1 0.17 0.89 -- -15 15 EX 2" ** 2 1 0.17 --- 1.36 16 EX 2" ** 4 i 0.28 --- 1 1.36 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR URGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUIT/CONDUCTORS MAY BE PRESENT. VEM rwAL pATW CITY OF RENTON, NAVD 88 CALL 2 WORKING DAYSLc.w.r.=Fw'OF1E YO(J DIG, CITY OF RENTON CONTROL POINT N0. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) LEGEND EX N KZRELOCATE DESCRIPTION „ ®Q JUNCTION BOX TYPE 1, 2, 8 -ROADWAY POLE PEDESTRIAN LUMINAIRE POLE SIGNAL POLE TYPE tll SIGNAL POLE TYPE tl --- -- CONDUIT/CONDUCTOR ® ELECTRICAL SERVICE CABINET CONTROLLER CABINET O CONSTRUCTION NOTE OLUMINAIRE POLE N0./LETTER WIRE NOTE TO 7!AAqA1= Approved by: Date,_ Approved by: Date dpw --- Approved by: Date Approved by: Date SEE SHEET IL 1.06 FOR: • ILLUMINATION POLE SCHEDULES SEE SHEET IL 1.07 FOR: • ILLUMINATION WIRING DIAGRAM • SERVICE BREAKER SCHEDULES • ILLUMINATION GENERAL NOTES • ILLUMINATION CONSTRUCTION NOTES SEE SHEET I L 1.08 FOR: • ILLUMINATION DETAILS SEE SHEET 10.09 1.09 FOR: • ILLUMINATION DETAILS SEE SHEET 1 L2.01 FOR: • SPECIAL PROVISIONS u MI&XV UtvtLurtK: IKEA PROPERTY INC IN9 ER r 420 ALAN WOOD ROAD 5 s........ 6/ CONSHOHOCKEN, PA 19428 W%' e* •. �':f,� CONTACT: DWIGHT E. SLATON �� „w ti� �► CONSTRUCTION MANAGER • Q P: (610) 834-0180; C: 303-549-4623 2 .W E: ENGINEEK- <S;'f •:`c TE��'V� TRANSPORTATION ENGINEERMIG NORTHWEST S�ONAI. • 406 11400 SE 8TH STREET, SUITE 200 BELLEVUE, WA 98004 CONTACT: GLEN DuSREUIL P: (425) 250-0582; C: (206) 295-6776 E: 384702 N 10 40 384747 0 20 60 SCALE IN FEET CITY OF RENTON MErARTMPNT OF PUBLIC WORiC8 FTKWAQE LLL404ATM PLAN SW 43FO ST AND LWD AVE SW to T E N W CEA F DEVELOPMENT, WA. Transportation Engineering NorthWest TDR Transportation Planning I Design I Traffic Impact & Operations DA -M 08/10/2015 Puw. U 1 500 1 266 TDR G11w1® GMD a 0„F FEW BMW PAS OF PU" WOW *=T 2 cr io i 40 fl me i� If as D 0 to O N 8 0 C63 00 (�Q o o 0 Ln . D z w 00 V Q w Q J 0 J J Z Q Q W �14 W ( d a a O O Q O ILLUMINATION WIRING SCHEDULE _� . TY ST. QRACEWAY NO. In J 6•� (1) ILLUN ILLUIII #8 '6 m H 0 CONDUIT FILL ALLOW. FILL (26X) I ma N L-0 Lr) 77 w co 00 INNINE z 0 ry rAN1 I I W, MATCH LINE LIND STA 85+50 SEE BELOW RIGHT CALL 2 WORKING DAYS YOU DIG: 8fl * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUIT/CONDUCTORS MAY BE PRESENT. SEE SHEET I L 1.06 FOR: • ILLUMINATION POLE SCHEDULES SEE SHEET IL 1.07 FOR: • ILLUMINATION WIRING DIAGRAM • SERVICE BREAKER SCHEDULES • ILLUMINATION GENERAL NOTES • ILLUMINATION CONSTRUCTION NOTES SEE SHEET l� • ILLUMINA 9VT�jTON, NAVD 88 SEE SHEET I' �: • ILLUMINAAi7M OETJ"TON CONTROL POINT N0. 1864 WAS HELD SEE SHEET 4"fE&MTION, BEING • SPECIAL &% (NAVD88) LEGEND EX NEWIRELOCATE DESCRIPTION 0 �] JUNCTION BOX TYPE 1,2,8 ROADWAY POLE PEDESTRIAN LUMINAIRE POLE ...... SIGNAL POLE TYPE 111 ...... SIGNAL POLE TYPE 11 -- -- -- CONDUIT/CONDUCTOR ELECTRICAL SERVICE CABINET CONTROLLER CABINET O CONSTRUCTION NOTE OLUMINAIRE POLE N0./LETTER VI'!RE NOTE z CMECKMPOOR ILLUMINATION WIRING SCHEDULE _� . TY ST. QRACEWAY NO. CONDUIT SIZE /0'j. ILLUN ILLUIII #8 '6 SERVICE SIGNAL 4/0 '6 EQUIP• PULL GRID. WIRE * CONDUIT FILL ALLOW. FILL (26X) ALLOW. FILL (40X) by: 4& Date EX. NEW EX. NEW EX. NEW EX. NEW EX. NEW EX. NEW Date 1 2 SCH40 PVC 2 1 0.17 0.89 --- --2 2 2" SCH80 PVC 2 1 0.17 0.89 --- 3 2 SCH40 PVC 2 1 0.22 0.89 --- --4 4 2 " SCH80 PVC 2 Ij 1 0.22 0.89 --- -- 5 5 3" SCH40 PVC SPARE 1 --- --- 3.00 6 3" SCH80 PVC SPARE 1 - - - - - - 3.00 7 3" SCH40 PVC 4 2 2 1 0.59 1.95 --- 8 2" SCH40 PVC 4 1 0.28 0.89 --- -- 9 9 2 " SCH80 PVC 3 0.51 0.89 --- -- 10 10 EX 2" ** 4 1 0.28 0.89 --- 11 EX 2" ** 2 1 0.17 --- 1.36 12 EX 2" SPARE -- --- -- 13 3" SCH40 PVC 6 1 0.39 0.89 --- -- 14 14 2 SCH40 PVC 2 1 0.17 0.89 --- -- 15 15 EX 2 ** 2 1 0.17 - - - 1.36 16 EX 2" ** 4 1 0.28 --- 1.36 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUIT/CONDUCTORS MAY BE PRESENT. SEE SHEET I L 1.06 FOR: • ILLUMINATION POLE SCHEDULES SEE SHEET IL 1.07 FOR: • ILLUMINATION WIRING DIAGRAM • SERVICE BREAKER SCHEDULES • ILLUMINATION GENERAL NOTES • ILLUMINATION CONSTRUCTION NOTES SEE SHEET l� • ILLUMINA 9VT�jTON, NAVD 88 SEE SHEET I' �: • ILLUMINAAi7M OETJ"TON CONTROL POINT N0. 1864 WAS HELD SEE SHEET 4"fE&MTION, BEING • SPECIAL &% (NAVD88) LEGEND EX NEWIRELOCATE DESCRIPTION 0 �] JUNCTION BOX TYPE 1,2,8 ROADWAY POLE PEDESTRIAN LUMINAIRE POLE ...... SIGNAL POLE TYPE 111 ...... SIGNAL POLE TYPE 11 -- -- -- CONDUIT/CONDUCTOR ELECTRICAL SERVICE CABINET CONTROLLER CABINET O CONSTRUCTION NOTE OLUMINAIRE POLE N0./LETTER VI'!RE NOTE NER T • o: .to _:� S�O .•�C� 40 WAI. •� 1.. IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-0180; C: 303-549-4623 E: DIKHT._SLATOMMIA.COM TRANSPORTATION ENGINEERING NORTHWEST 11400 SE 8TH STREET, SUITE 200 BELLEVUE, WA 98004 CONTACT: GLEN DuBREUIL P: (425) 250-0582; C: (206) 295-6776 E: ry iiaaci UJI � NYII C II T=384703 R=384748 10 40 0 20 60 SCALE IN FEET µ DNTAaE LLLAANATK)N PLAN LIND AVE SW T E N W CEA REDEVELOPMENT, RENTON, WA. Transportation Engineering NorthWest TDR Transportation Planning I Design I Traffic Impact & Operations DA'E 08/1 0/201 5 n.E w. U 15001 266 p,N TDR GM D !GALE ISD @00K P A!*1101� 3 DlMM of relax WIM amw OF io T- 3 SIC-? d3 T . z CMECKMPOOR I _� . TY ST. Approved by: /0'j. �%2 t .t �r-,ate Approved by: 9414-11. AL04 Date Approved by: 4& Date Approved by: m i) Date NER T • o: .to _:� S�O .•�C� 40 WAI. •� 1.. IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-0180; C: 303-549-4623 E: DIKHT._SLATOMMIA.COM TRANSPORTATION ENGINEERING NORTHWEST 11400 SE 8TH STREET, SUITE 200 BELLEVUE, WA 98004 CONTACT: GLEN DuBREUIL P: (425) 250-0582; C: (206) 295-6776 E: ry iiaaci UJI � NYII C II T=384703 R=384748 10 40 0 20 60 SCALE IN FEET µ DNTAaE LLLAANATK)N PLAN LIND AVE SW T E N W CEA REDEVELOPMENT, RENTON, WA. Transportation Engineering NorthWest TDR Transportation Planning I Design I Traffic Impact & Operations DA'E 08/1 0/201 5 n.E w. U 15001 266 p,N TDR GM D !GALE ISD @00K P A!*1101� 3 DlMM of relax WIM amw OF io T- 3 SIC-? d3 T . z Cm I _� z � l m m rn , m M 0 D 4& I o � l �> rn , ® ti o 4& r� m i) ' y I � �> rn , o b GG rn n I Z a t1') O CO 04o o O L Et D z 31: w 0 w J J Q 00Cl) J Z � CD Q 3 m w �14 1 -+-; V N W N � U) wp,, a Q e Z z ?0 C ILLUM ILLUM SERVICE *48 #6 410 0- t;J b d °CD a C •D J V (� vZ m a M C 77 w Q c� ao 0 LLI SO IM z z z z 00 >> w w w ....:...y :::::.......�:,..: MA TCH LINE LI ND STA 89+00, SEE SHEET IL 1.03 I z rn z cDCL C s p r- O �d r M 4�- Z M D I � Yi Z z RACEWAY CONDUIT SIZE C ILLUM ILLUM SERVICE *48 #6 410 SIGNAL EQUIP. PULL J6 GRND. WIRE rM b d °CD a C z 7) m N r vZ m M M O ID 1 I z rn z cDCL C s p r- O �d r M 4�- Z M ILL UMI NA TION WIRING SCHEDULE o� 0 NO. RACEWAY CONDUIT SIZE rn ILLUM ILLUM SERVICE *48 #6 410 SIGNAL EQUIP. PULL J6 GRND. WIRE rM b d °CD a C 1 N r 0 (0=0 O g :t EX. NEW EX. NEW EX. NEW 1 2" SCH40 Q.+ -NEW1 2 1 0.17 0.89 I z rn z cDCL C s p r- O �d r M 4�- Z M * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUIT/CONDUCTORS MAY BE PRESENT. AM ICA. E)ATLU CIN OF RENTON, NAVD 88 CALL 2 WORKING DAYS 8840: C==ru= YOU DIG: CIN OF RENTON CONTROL POINT N0. 1864 WAS HELD 8fl FOR ELEVATION, BEING 19.488 FEET (NAVD88) LEGEND EX NEW fRELOCATE DESCRIPTION B D � JUNCTION BOX TYPE 1,2,8 ROADWAY POLE 0* PEDESTRIAN LUMINAIRE POLE SIGNAL POLE TYPE ill ...... - SIGNAL POLE TYPE it - - - CONDUIT/CONDUCTOR ® ELECTRICAL SERVICE CABINET CONTROLLER CABINET O CONSTRUCTION NOTE O LUMINAIRE POLE N0./LETTER ZL WIRE NOTE OHECKM FOR OOMPLIANM 39 CITY S'TA_ NDAADS s s Approved by: Date 1 Approved by: A o w*%. le Date Approved by: Date Approved by: Date worw- 6T'j* C r SEE SHEET I L 1.06 FOR: • ILLUMINATION POLE SCHEDULES SEE SHEET IL 1.07 FOR: • ILLUMINATION WIRING DIAGRAM • SIS' VICE BREAKER SCHEDULES • ILLUMINATION GENERAL NOTES • ILLUMINATION CONSTRUCTION NOTES SEE SHEET 10.08 1.08 FOR: • ILLUMINATION DETAILS SEE SHEET 10.09 1.09 FOR: • ILLUMINATION DETAILS SEE SHEET I L2.01 FOR: • SPECIAL PROVISIONS IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-0180; C: 303-549-4623 E: D1IGHT.SLAT0N410EA.00W ENGINEER: TRANSPORTATK)N ENGINEERING NORTHWEST 11400 SE STH STREET, SUITE 200 BELLEVUE, WA 98004 CONTACT: GLEN DuBREUIL P: (425) 250-0582; C: (206) 295-6776 E: DUELUMEIWM.CQIrI T-384104 R- 384149 10 40 0 20 60 SCALE IN FEET CITY OF WON DEPARTMENT OF PI.JOK_IC WO#MC8 FRONTAGE ILLU&MNATION PLAN SW 41ST ST AID LIND AVE SW 19TENW IKEA REDEVELOPMENT, RENTON, VIA. Transportation Engineering NorthWest per® TDR Transportation Planning I Design I Traffic Impact & Operations DAN 08/10/2015 mm No. U 15001256 pnwm TDR cHMOM GMD SCALE !40A 1iGK PAW 0 -KC 10e OF RAW WI Mcs • ff 4 w V Cb' (2 -? Ll -V 7 V 9 7d • e0 is ILL UMI NA TION WIRING SCHEDULE 0 NO. RACEWAY CONDUIT SIZE ILLUM ILLUM SERVICE *48 #6 410 SIGNAL EQUIP. PULL J6 GRND. WIRE CONDUIT FILL ALLOW. FILL (26116) ALLOW. FILL (401x) EX. EX. NEW EX. NEW EX. NEW EX. NEW EX. NEW 1 2" SCH40 PVC -NEW1 2 1 0.17 0.89 --- 2 2" SCH80 PVC 2 t 0.17 0.89 --- 3 2 " SCH40 PVC 2 i 0.22 0.89 --- -- 4 4 2" SCH80 PVC 2 i 0.22 0.89 --- -- 5 -5 3" SCH40 PVC SPARE 1 - - - - - - 3.00 6 3" SCH80 PVC SPARE 1 - - - - - - 3.00 7 3" SCH40 PVC 4 2 2 1 0.59 1.95 --- 8 2" SCH40 PVC 4 1 0.28 0.89 --- -- 9 9 2" SCH80 PVC 3 0.51 0.89 --- 10 EX 2" ** 4 i 0.28 0.89 --- 11 EX 2" ** 2 1 0.17 --- 1.36 12 EX 2" SPARE -- --- -- 13 3" SCH40 PVC 6 i 0.39 0.89 - - - 14 2"" SCH40 PVC 2 1 0.17 0.89 -- --- 15 15 EX 2" ** 2 1 0.17 --- 1.36 16 EX 2" ** 4 1 0.28 --- 1.36 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUIT/CONDUCTORS MAY BE PRESENT. AM ICA. E)ATLU CIN OF RENTON, NAVD 88 CALL 2 WORKING DAYS 8840: C==ru= YOU DIG: CIN OF RENTON CONTROL POINT N0. 1864 WAS HELD 8fl FOR ELEVATION, BEING 19.488 FEET (NAVD88) LEGEND EX NEW fRELOCATE DESCRIPTION B D � JUNCTION BOX TYPE 1,2,8 ROADWAY POLE 0* PEDESTRIAN LUMINAIRE POLE SIGNAL POLE TYPE ill ...... - SIGNAL POLE TYPE it - - - CONDUIT/CONDUCTOR ® ELECTRICAL SERVICE CABINET CONTROLLER CABINET O CONSTRUCTION NOTE O LUMINAIRE POLE N0./LETTER ZL WIRE NOTE OHECKM FOR OOMPLIANM 39 CITY S'TA_ NDAADS s s Approved by: Date 1 Approved by: A o w*%. le Date Approved by: Date Approved by: Date worw- 6T'j* C r SEE SHEET I L 1.06 FOR: • ILLUMINATION POLE SCHEDULES SEE SHEET IL 1.07 FOR: • ILLUMINATION WIRING DIAGRAM • SIS' VICE BREAKER SCHEDULES • ILLUMINATION GENERAL NOTES • ILLUMINATION CONSTRUCTION NOTES SEE SHEET 10.08 1.08 FOR: • ILLUMINATION DETAILS SEE SHEET 10.09 1.09 FOR: • ILLUMINATION DETAILS SEE SHEET I L2.01 FOR: • SPECIAL PROVISIONS IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-0180; C: 303-549-4623 E: D1IGHT.SLAT0N410EA.00W ENGINEER: TRANSPORTATK)N ENGINEERING NORTHWEST 11400 SE STH STREET, SUITE 200 BELLEVUE, WA 98004 CONTACT: GLEN DuBREUIL P: (425) 250-0582; C: (206) 295-6776 E: DUELUMEIWM.CQIrI T-384104 R- 384149 10 40 0 20 60 SCALE IN FEET CITY OF WON DEPARTMENT OF PI.JOK_IC WO#MC8 FRONTAGE ILLU&MNATION PLAN SW 41ST ST AID LIND AVE SW 19TENW IKEA REDEVELOPMENT, RENTON, VIA. Transportation Engineering NorthWest per® TDR Transportation Planning I Design I Traffic Impact & Operations DAN 08/10/2015 mm No. U 15001256 pnwm TDR cHMOM GMD SCALE !40A 1iGK PAW 0 -KC 10e OF RAW WI Mcs • ff 4 w V Cb' (2 -? Ll -V 7 V 9 7d • e0 is gR pin r-4 0 ai N w W a 0 J a F F, ^� F- 0 - g p a 3 Q � p C 0 C 0 V V mm U U � Q 0 Of z z 00 �n v) w Ofw N IP0 1 15 1 �r .......... --1=L - - ---------- ----- - .............. * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR URGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUIT/CONDUCTORS MAY BE PRESENT. I ICA. pATW CITY OF RENTON, NAVD 88 CA 2 WORKNG DAYS EREFORE YOU DIG: 811 lNCFwMl�G CITY OF RENTON CONTROL POINT N0. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) LEGEND Fes( NEW/RELOCATE DESCRIPTION JUNCTION BOX TYPE 1,2,8 ROADWAY POLE PEDESTRIAN LUMINAIRE POLE SIGNAL POLE TYPE III SIGNAL POLE TYPE 11 .-..... - - --- CONDUIT/CONDUCTOR ® ELECTRICAL SERVICE CABINET CONTROLLER CABINET O CONSTRUCTION NOTE O LUMINAIRE POLE N0./LETTER /-L WIRE NOTE TOSTAAND�A011M Approved by: Date " i6.5" 4r OF Approved by:9& Date 1, rap Approved by: Date Approved by: I Date all O•Aj .c�: 'PSC• �'•.••G STER•; G� *11104 SEE SHEET IL 1.06 FOR: • ILLUMINATION POLE SCHEDULES SEE SHEET IL 1.07 FOR: • ILLUMINATION WIRING DIAGRAM • SOVICE BREAKER SCHEDULES • ILLUMINATION GENERAL NOTES • ILLUMINATION CONSTRUCTION NOTES SEE SHEET I L 1.08 FOR: • ILLUMINATION DETAILS SEE SHEET IL 1.09 FOR: • ILLUMINATION DETAILS SEE SHEET I L2.01 FOR: • SPECIAL PROVISIONS IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-0180; C: 303-549-4623 E: Q0MT.SLAjQhwKEA.CQW EN WEE TRANSPORTATION ENGINEERING NORTHWEST 11400 SE STH STREET, SUITE 200 BELLEVUE, WA 98004 CONTACT: GLEN DuBREUIL P: (425) 250-0582; C: (206) 295-6776 E: T-384105 R- 384150 10 40 0 20 60 SCALE IN FEET FT40WA kJ,.UM*"TM PLAN SW 41ST ST IPTENW V%EA REDEVELOPMENT, WA. Transportation Engineering NorthWest TDR Transportation Planning I Design I Traffic Impact & Operations DA'M 08/10/2015 Fu No. U 15001 266 pMm TDR C1Mia� GMD iC�i.E !S.© IN= !• �MlII�L1rl� oWraC CF Puauc wwcs MH!'T 5 Gr Io r -a - Z -p v-;� sc --t- ---s W"? W U om • �z ILL UMI NA TION WIRING SCHEDULE ZI C NO. RACEWAY CONDUIT SIZE m- �K ILLUM ILLUM SERVICE SIGNAL EQUIP. PULL GRND, 8 6 4/0 6 * WIRE CONDUIT FILL ALLOW. FILL (26X) ALLOW. FILL (40X) z � D EX. NEW EX. NEW EX. NEW EX. NEWI EX. NEW EX. NEW O � ' i 1 2`9 SCH40 PVC 2 1 0.17 0.89 - - - 2 2" SCH80 PVC 2 t 0.17 0.89 --- 3 2" SCH40 PVC 2 1 0.22 0.89 --- 4 2" SCH80 PVC 2 1 0.22 0.89 --- -- 5 5 3" SCH40 PVC SPARE 1 - - - - - - 3.00 6 3" SCH80 PVC SPARE 1 - - - - - - 3.00 7 3" SCH40 PVC 4 2 2 1 0.59 1.95 --8 --- 8 2" SCH40 PVC 4 t 0.28 0.89 --- 9 2" SCH80 PVC 3 0.51 0.89 --- 10 EX 2 " ** 4 1 0.28 0.89 --- -- 11 11 EX 2" ** 2 1 0.17 --- 1.36 12 EX 2" SPARE -- --- -- 13 3" SCH40 PVC 6 1 0.39 0.89 - - - 14 2" SCH40 PVC 2 1 0.17 0.89 - - - 15 EX 2" ** 2 1 0.17 --- 1.36 16 EX 2" ** 4 1 0.28 --- 1.36 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR URGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUIT/CONDUCTORS MAY BE PRESENT. I ICA. pATW CITY OF RENTON, NAVD 88 CA 2 WORKNG DAYS EREFORE YOU DIG: 811 lNCFwMl�G CITY OF RENTON CONTROL POINT N0. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) LEGEND Fes( NEW/RELOCATE DESCRIPTION JUNCTION BOX TYPE 1,2,8 ROADWAY POLE PEDESTRIAN LUMINAIRE POLE SIGNAL POLE TYPE III SIGNAL POLE TYPE 11 .-..... - - --- CONDUIT/CONDUCTOR ® ELECTRICAL SERVICE CABINET CONTROLLER CABINET O CONSTRUCTION NOTE O LUMINAIRE POLE N0./LETTER /-L WIRE NOTE TOSTAAND�A011M Approved by: Date " i6.5" 4r OF Approved by:9& Date 1, rap Approved by: Date Approved by: I Date all O•Aj .c�: 'PSC• �'•.••G STER•; G� *11104 SEE SHEET IL 1.06 FOR: • ILLUMINATION POLE SCHEDULES SEE SHEET IL 1.07 FOR: • ILLUMINATION WIRING DIAGRAM • SOVICE BREAKER SCHEDULES • ILLUMINATION GENERAL NOTES • ILLUMINATION CONSTRUCTION NOTES SEE SHEET I L 1.08 FOR: • ILLUMINATION DETAILS SEE SHEET IL 1.09 FOR: • ILLUMINATION DETAILS SEE SHEET I L2.01 FOR: • SPECIAL PROVISIONS IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-0180; C: 303-549-4623 E: Q0MT.SLAjQhwKEA.CQW EN WEE TRANSPORTATION ENGINEERING NORTHWEST 11400 SE STH STREET, SUITE 200 BELLEVUE, WA 98004 CONTACT: GLEN DuBREUIL P: (425) 250-0582; C: (206) 295-6776 E: T-384105 R- 384150 10 40 0 20 60 SCALE IN FEET FT40WA kJ,.UM*"TM PLAN SW 41ST ST IPTENW V%EA REDEVELOPMENT, WA. Transportation Engineering NorthWest TDR Transportation Planning I Design I Traffic Impact & Operations DA'M 08/10/2015 Fu No. U 15001 266 pMm TDR C1Mia� GMD iC�i.E !S.© IN= !• �MlII�L1rl� oWraC CF Puauc wwcs MH!'T 5 Gr Io r -a - Z -p v-;� sc --t- ---s W"? W U om • �z I E� ZI C n ic m- �K CD vz m m m O z � D 1 D n o � z �> rn '� � � m11��JII CD ■� z � O 0 O x r m � I O � ' i W y I p.- 446 1 D n o � A ►^ 13 b� d # -00 O r n x p.- 446 0%4 1 D n LO C14fp � LUM. POLE ID ** o O � POLE NO. NUMBER r CO 0 o o a o � z 3 � W. O Q O z O J � W J 0 0 u Q 0 W Y a N W W I- 0 a A.; 0 cn a ^ L_ C) L E-4 W rn C: -v v) c n a 0 U0 U 0 mm Cr 0- 0 U Q_ <t L0 Lr) W 0 Q o rAN1 I Ga- I z z _ o O (n V) >jl 2 >j wU: Leg Fig O Ld L�J POLE SCHEDULE (ROA STREET STATION OFFSET o LONGITUDE a ARM LENGTH VOLTAG � p a 0 U0 U 0 mm Cr 0- 0 U Q_ <t L0 Lr) W 0 Q o rAN1 I Ga- I z z _ o O (n V) >jl 2 >j wU: Leg Fig O Ld L�J POLE SCHEDULE (ROA STREET STATION OFFSET LATITUDE LONGITUDE UNT. H IGHT ARM LENGTH VOLTAG ERVICE CIRCUI WATTAGE TYPE - DISTRIQUTION O.A.E AN LUMINAIRE TYPE DISTRIBUTION O.A.E BASE COMMENT SW 43RD ST 26+37.5 32.0' L 47.44124281 -122.2294402240 ' 6' -122.2290851 SVC 1 120 LED ,--� CYCLONE LIGHTING CY55P 1 -GAL -3 -120W -4K-240- CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION FIXED NEW POLE AND FOUNDATION 34.0' RT 47.44105957 -122.2289607 EX 14' 4' EX ILLUM 40 LED CP 4- 9005TX CP3924-RA 9005TX ILLUM C PER RENTON STD PLAN 117.1. SW 43RD ST 27+82.5 32.0' L 47.44124039 -122.2288552 ' 6' 240 SVC 1 120 LED CYCLONE LIGHTING CY55P 1 -GAL -3 -120W -4K-240- CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION EX f 4' 4 EX ILLUM 40 LED CP 4- 5TX CP39 4 -RA 9005TX PER RENTON STD PLAN 117.1. SW 43RD ST 29+26.0 32.0' L 47.44123798 -122.2282757 ' 6' 240 SVC 1 120 L Y L NE LI H ING CY55P 1-GAL-3-12OW-4K-240- CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION 240 SVC 2 40 LE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED 14 ' 4' EX ILLUM 40 LED 36ED CP4-R 9005TX CP3924-RA1.9005TX PER RENTON STD PLAN 117.1. SW 43RD ST 30+69.0 32.0' L 47.44123557 -122.2276962 3 6' 240 SVC 1 120 LED CYCLONE LIGHTING CY55P 1 -GAL -3 -120W -4K-240- CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION 14' 4' 240 SVC 2 40 LE 14' 4' NEW POLE AND FOUNDATION ILLUM 40 LED CP 4-R 9005TX CP3924-RA 9005TX PER RENTON STD PLAN 117.1. SW 43RD ST 32+12.0 32.0' L 47.44123317 -122.2271191 ' 6' 240 SVC1 120 LED CYCLONE LIGHTING CY55P 1 -GAL -3 -120W -4K-240- CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION 47.44123183 -122.2267969 14' 4' 240 14' 4' CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- ILLUM 40 LED CP3624-RALS005TX CP3924-RAL9005TX PER RENTON STD PLAN 117.1. SW 43RD ST 33+56.5 32.0' L 47.44123073 -122.2265345 ' 6' 240 SVC 1 120 LED CYCLONE LIGHTING CY55P 1-GAL-3-12OW-4K-240- CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION 34+16.5 32.0' L 47.44122972 -122.2262921 14' 14' 4, SVC 2 ILLUM 40 LED CP3124-RAL9005TX CP3924-RAL9005TX PER RENTON STD PLAN 117.1. SW 43RD ST 34+76.5 32.0' L 47.44122871 -1 22 2260498 3 6' 240 SVC 1 120 LED Y P 1CYCLONE LIGHTING C 55 GAL-3-120W-4K-240-CYM55P CYCLONE LIGHTING - 1 -GAL 3 40W -4K-240 FIXED NEW POLE AND FOUNDATION SW 41 ST ST SW 43RD ST 35+54.0 32.0' L 47.44122740 14' 4' 4' ILLUM 40 LED CP3624-RAL9005TX CP3924-RAL9005TX FIXED PER RENTON STD PLAN 117.1. SW 43RD ST 36+56.0 32.0' L 47.44122568 -122.2253245 5' 6' 240 SVC 1 120 LED CYCLONE LIGHTING CY55P 1-GAL-3-12OW-4K-240- CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION PER RENTON STD PLAN 117.2. O 20.5' LT 47.44392043 SW 43RD ST 37+36.5 14, 4 -122.2250004 ILLUM40 LED CP3624-RA 9005TX CP3924-RAL9005TX 40 LE PER RENTON STD PLAN 117.1. SW 43RD ST 38+15.0 32.0' L 47.44122284 -122.2246831 ' 6' 240 SVC 1 120 LED CYCLONE LIGHTING CY55P 1-GAL-3-12OW-4K-240- CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION CP3924-RAL9005TX 59+89.5 PER RENTON STD PLAN 117.2. L9 EX 14' 4' 32.0' L ILLUM 40 LED CP36 4-R 9005TX CP3924-RAL9005TX 240 PER RENTON STD PLAN 117.1. LIND AVE SW 81+59.5 46.5' L 47.44157003 -122.2241228 35' 12' 240 SVC 1 120 LED CYCLONE LIGHTING CY55P 1-GAL-3-12OW-4K-240- --- FIXED NEW POLE AND FOUNDATION ILLUM C 56+41.0 CP3924-RAL9005TX -122.2294242 PER RENTON STD PLAN 117.2. EX EX LIND AVE SW ILLUM 46.6' L CP 4-R 5TX -122.2241224 14' PER RENTON STD PLAN 117.1. LIND AVE SW 83+15.5 46.5' L 47.44199759 -122.2241224 35' 12' 240 SVC 1 120 LED CYCLONE LIGHTING CY55P1-GAL-3-12OW-4K-240- --- FIXED NEW POLE AND FOUNDATION ILLUM C CP3924-RAL9005TX PER RENTON STD PLAN 117.2. LI ILLUM LIND AVE SW CM24-RAILIMM 46.5' L 47.44224305 PER RENTON STD PLAN 117.1. LIND AVE SW 84+76.0 46. 5' L 47.44243676 -122.2241227 35' 12' 240 SVC 1 120 LED CYCLONE LIGHTING CY55P 1 -GAL -3 -120W -4K-240- -__ FIXED NEW POLE AND FOUNDATION ILLUM C CP3924-RAL9005TX IL CP3624-RAL9005TX LIND AVE SW 85+70.5 P R T S 11 1. LIND AVE SW 86+43.5.0 46.5' LT 47.44286212 -122.2241219 35' 12' 240 SVC 1 120 LED CYCLONE LIGHTING CY55P 1 -GAL-3-12OW-4K-240- --- FIXED NEW POLE AND FOUNDATION ILLUM C ILLUM B CP3624-RAL9005TX 1 PER RENTON STD PLAN 117.1. 87+06.5 6.5' L 47.44305255 -122.2241217 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- CYCLONE LIGHTING NEW POLE AND FOUNDATION LIND AVE SW 87+69.0 46.5' L 47.44323990 -122.2241213 35' 12' 240 ILLUM 120 LED CY55P 1 -GAL -3 -120W -4K-240- --- FIXED Q LIND AVE SW 88+22.0.0 46.5' LT 47.44338549 -122.2241211 14' 4' 240 SVC 2 CP3624-RA 9005TX CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED PER RENTON STD PLAN 117.1. LIND AVE SW 88+72.0 46.5' L 47.44352259 -122.2241208 35' 12' 240 SVC 1 120 LED CYCLONE LIGHTING CY55P 1 -GAL -3 -120W -4K-240- --- FIXED NEW POLE AND FOUNDATION PER RENTON STD PLAN 117.2. SW 41ST ST 68+93.0 31.0' L 47.44376795 -122.2243665 ILLUM 4' CP3624-RA1,.9005TX SV 2 40 LE PER RENTON STD PLAN 117.1. LIND AVE SW 89+26.5 35.0' L 47.44367166 -122.2240747240 5' 6' SVC 1 120 LED CYCLONE LIGHTING CY55P 1-GAL-3-12OW-4K-240- CYCLONE LIGHTING CYM55P f -GAL-3-40W-4K-240- FIXED NEW POLE AND FOUNDATION CP3924-RAL9005TX PER RENTON STD PLAN 117.2. f 4' 4' 31.0' ILLUM 40 LED CP36 4-R 9005TX CP3924-RAL9005TX 240 PER RENTON STD PLAN 1 17.1. SW 41 ST ST 67+70.0 31.0' R 47.44377047 -122.2248623 ' 6' 240 SVC 1 80 LED CYCLONE LIGHTING CY55P 1 -GAL -3 -&?W -4K-240- CYCLONE LIGHTING CYM55P 1--GAL-3-40W-4K-240- FIXED NEW POLE AND FOUNDATION ILLUM C CP3924-RAL9005TX PER RENTON STD PLAN 117.2. 14' 4' SW 41ST ST ILLUM 40 LED CP3624-RAL9005TX CP3924-RAL9005TX 14' PER RENTON STD PLAN 117.1. SW 41 ST ST 65+32.5 31.0' 47.44377590 -122.2258228 '6' 240 SVC 1 80 LED CYCLONE LIGHTING CY55P 1 -GAL -3 -80W -4K-240- CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION ILLUM C CP3924-RAL9005TX 14' 4' ILLUM 40 LED CP3 4-R 005TX CP3924-RAL9005TX 47.44378099 PER RENTON STD PLAN 117.1. SW 41 ST ST 63+39.0 31.0' R 47.44377931 -122.2266045240 ' 6' NEW POLE AND FOUNDATION SVC 1 80 LED CYCLONE LIGHTING CY55P 1 -GAL -3 -80W -4K-240- CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION ILLUM C 14' 4' ILLUM 40 LED CP3624-RAL9005TX CP3924-RAL9005TX 60+06.0 PER RENTON STD PLAN 117.1. SW 41 ST ST 61+06.5 31.0' 47.44378268 -122.2275435 3 6' 240 SVC 1 80 tLED CYCLONE LIGHTING CY55P 1 -GAL -3 -80W -4K-240- CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION 14' 4' ILLUM 40 LED CP3 4- 9005TX CP3924-RAL9005TX PER RENTON STD PLAN 117.1. SW 41ST ST 58+97.0 31.0' 47.4437 41 86 - 122.2283918 4' 6' 240 SVC 1 80 LED CYCLONE LIGHTING - CY55PGAL-3-BOW 4K-240 CYCLONE LIGHTING - CYM55P 1 -GAL -3 -40W -4K-240 FIXED NEW POLE AND FOUNDATION 14, 4' ILLUM 40 LED CP3i 4- 9005TX CP3924-RAL9005TX PER RENTON STD PLAN 117.2. PER RENTON STD PLAN 117.1. SW 41 ST ST 56+99.5 31.0' R 47.44378923 -122.2291895240 ' 6' 4' SVC 1 80 LED CYCLONE LIGHTING CY55P 1 -GAL -3 -SOW -4K-240- CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION 14' 4' ILLUM 40 LED CP3S24-RA1.9005TX CP3924-RAL9005TX CP3924-RAL9005TX PER RENTON STD PLAN 117.1. ILLUMINATION POLE SCHEDULE (PEDESTRIAN A LUM. POLE NO. POLE ID ** NUMBER STREET STATION OFFSET * 3 MOUNT. ARM MOUNT. EIGHT ARM LENGTH VOLTAG ERVICE CIRCUIT WATTAE TYPE DISTRIBUTION O.A.E BASE COMMENT L1 SW 43RD ST 27+25.5 32.0' L 47.44124134 -122.2290851 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P1-GAL-3-40W-4K-240- FIXED NEW POLE AND FOUNDATION 34.0' RT 47.44105957 -122.2289607 EX EX EX EX EX EX FIXED FOUNDATION PER WSDOT ILLUM C CP3924-RAL9005TX PER RENTON STD PLAN 117.2. O SW 43RD ST 28+54.0 32.0' L 47.44123918 -122.2285654 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION EX 8' *** EX EX 138 *** EX FIXED FOUNDATION PER WSDOT ILLUM C CP39 24-RAL9005TX PER RENTON STD PLAN 117.2. OCYCLONE SW 43RD ST 29+83.0 32.0' L 47.44123702 -122.2280452 14' 4' 240 SVC 2 40 LE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION EX EX EX EX FIXED FOUNDATION PER WSDOT ILLUM C CP3924-RA 9005TX PER RENTON STD PLAN 117.2. L4 SW 43RD ST 31+27.0 32.0' L 47.44123460 -122.2274626 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION EX EX FIXED FOUNDATION PER WSDOT ILLUM C CP3924-RAL9005TX PER RENTON STD PLAN 117.2. O SW 43RD ST 32+91.5 32.0' L 47.44123183 -122.2267969 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION FIXED FOUNDATION PER WSDOT 165630 ►LLUMC CP3924-RAL9005TX PER RENTON STD PLAN 117.2. L6 j� SW 43RD ST 34+16.5 32.0' L 47.44122972 -122.2262921 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION 165630 ILLUM C CP3924-RAL9005.TX STD PLAN J-28.30. PER RENTON STD PLAN 117.2. L7 SW 41 ST ST SW 43RD ST 35+54.0 32.0' L 47.44122740 -122.2257373 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION ILLUM C STD PLAN J-28.30. CP3924-RAL 5TX 3638D PER RENTON STD PLAN 117.2. O 20.5' LT 47.44392043 SW 43RD ST 37+36.5 32.0' L 47.44122432 -122.2250004 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION STD PLAN J-28.30. ILLUM C 3636D CP3924-RAL9005TX 59+89.5 PER RENTON STD PLAN 117.2. L9 EX SW 43RD ST 38+94.0 32.0' L 47.44122155 -122.2243634 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION STD PLAN J-28.30. RJ PSE ILLUM C 56+41.0 CP3924-RAL9005TX -122.2294242 PER RENTON STD PLAN 117.2. EX EX LIND AVE SW 82+39.5 46.6' L 47.44178888 -122.2241224 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P1-GAL-3-40W-4K-240- FIXED NEW POLE AND FOUNDATION PLAN J-28.30. ILLUM C CP3924-RAL9005TX PER RENTON STD PLAN 117.2. LI LIND AVE SW 84+05.0 46.5' L 47.44224305 -122.2241228 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3-40W-4K-240- FIXED NEW POLE AND FOUNDATION ILLUM C CP3924-RAL9005TX PER RENTON STD PLAN 117.2. LIND AVE SW 85+70.5 46.5' L 47.44269576 -122.2241221 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P1-GAL-3-40W-4K-240- FIXED NEW POLE AND FOUNDATION ILLUM C CP3924-RAL9005TX PER RENTON STD PLAN 117. 1 LIND AVE SW 87+06.5 6.5' L 47.44305255 -122.2241217 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION CP3924-RAL9005TX E S P 1 Q LIND AVE SW 88+22.0.0 46.5' LT 47.44338549 -122.2241211 14' 4' 240 SVC 2 40 LED CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION ILLUM C CP3924-RAL95TX PER RENTON STD PLAN 117.2. SW 41ST ST 68+93.0 31.0' L 47.44376795 -122.2243665 14' 4' 240 SV 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED N LE AN FO ND TIO ILLUM C CP3924-RAL9005TX PER RENTON STD PLAN 117.2. SW 41ST ST 66+52.5 31.0' 47.44377300 -122.2253385 14' 4' 240 SVC 2 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION40 ILLUM C CP3924-RAL9005TX PER RENTON STD PLAN 117.2. Q SW 41ST ST 64+15.0 31.0' R 47.44377800 -122.2262966 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION ILLUM C CP3924-RAL9005TX PER RENTON STD PLAN 117.2. SW 41ST ST 62+19.5 31.0' 47.44378099 -122.2270884 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION ILLUM C CP3924-RAL9005TX PER RENTON STD PLAIN 117.2. ®1 SW 41ST ST 60+06.0 31.0' 47.44378483 -122.2279512 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION ILLUM C CP3924-RAL9005TX PER RENTON STD PLAN 117.2. SW 41ST ST 58+15.0 31.0' R 47.44378735 -122.2287220 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION ILLUM C CP3924-RALS005TX PER RENTON STD PLAN 117.2. SW 41ST ST 56+45.0 31.0' 47.44379005 -122.2294092 14' 4' 240 SVC 2 40 LE CYCLONE LIGHTING CYM55P 1 -GAL -3 -40W -4K-240- FIXED NEW POLE AND FOUNDATION ILLUM C CP3924-RAL9005TX PER RENTON STD PLAN 117.2. �9FAZIONS/OFFSETS ARE APPROXIMATE. CONTRACTOR SHA ENGINEER PRIOR TO IMPLEMENTING. POLE 1 1 T S P BE A MINIMUM OF 3.5' FROM FACE OF CURB TO CENTER OF POLE PER CITY OF RENTON STANDARD PUN 124. ** POLE ID NUMBERING TO BE PROVIDED BY CITY AT TIME OF CONSTRUCTION AND INSTALLED BY CONTRACTOR. VBtT1G1L DATIitCITY OF RENTON, NAVD 88 CALL 2 WORKING DAYS 884C,MW: LBIEF"ORE YOU DIG: CIN OF RENTON CONTROL POINT N0. 1864 WAS HELD Z � FOR ELEVATION, BEING 19.488 FEET (NAVD88) ILLUMINATION POLE SCHEDULE (RELOCATED LUMINAIRES) LUM. POLE ID STREET STATION OFFSET * T 3 MOUNT. ARM VOLTAGESERVICEI CONSHOHOCKEN, PA 19428 WATTAGE LUMINAIRE TYPE - BASE COMMENT POLE NO. NUMBER • Q P: (610) 834-0180; C: 303-549-4623 EIGHT LENGTH E: D41KNT.SLATC A QQW CIRCUIT TYPE DISTRIBUTION ,ss% O •• NAL �Soo 4q•z,*f'V O 2992D SW 43RD ST 27+56.5 34.0' RT 47.44105957 -122.2289607 EX EX EX EX EX EX FIXED FOUNDATION PER WSDOT STD PLAN J-28.30. O 3336D SW 43RD ST 29+51.5 34.0' RT 47.44105678 -122.2281725 EX 8' *** EX EX 138 *** EX FIXED FOUNDATION PER WSDOT STD PLAN J-28.30. Q 2993D SW 43RD ST 31+63.0 34.0' RT 47.44105321 -122.2273187 EX EX EX EX EX EX FIXED FOUNDATION PER WSDOT STD PLAN J-28.30. O 2995D SW 43RD ST 35+90.5 34.0' RT 7.44104648 -122.2255917 EX EX EX EX EX EX FIXED FOUNDATION PER WSDOT STD PLAN J-28.30. 316440 LIND AVE SW 83+09.0 31.0' RT 7.44197959 -122.2238099 EX 6' ** EX EX EX EX FIXED FOUNDATION PER WSDOT 165630 STD PLAN J-28.30. j� 316471 LIND AVE SW 85+53.5 31.0' RT 7.44264895 -122.2238083 EX 6' ** EX EX EX EX FIXED FOUNDATION PER WSDOT 165630 STD PLAN J-28.30. O 3640D SW 41 ST ST 67+03.0 26.0' LT 47.44392763 -122.2251339 EX EX EX EX EX EX FIXED FOUNDATION PER WSDOT STD PLAN J-28.30. O 3638D SW 41 ST ST 63+29.5 20.5' LT 47.44392043 -122.2266426 EX EX EX EX EX EX FIXED FOUNDATION PER WSDOT STD PLAN J-28.30. RI 3636D SW 41 ST ST 59+89.5 22.0' LT 47.44393011 -122.2280149 EX EX EX EX EX EX FIXED FOUNDATION PER WSDOT _( STD PLAN J-28.30. RJ PSE SW 41 ST ST 56+41.0 21.0' LT 47.44393371 -122.2294242 EX EX EX EX EX EX FIXED FOUNDATION PER WSDOT ISTD S LAP6073 PLAN J-28.30. * STATIONS/OFFSETS ARE APPROXIMATE. CONTRACTOR SHA1-t-_CM1ft'A17J"CJSrWftTS" WITH ENGINEER PRIOR TO IMPLEMENTING. POLES WITHIN PUNTER STRIP SHALL BE A MINIMUM OF 3.5' FROM FACE OF CURB TO CENTER OF POLE PER CITY OF RENTON STANDARD PUN 124. ** REPLACE EXISTING ARM WITH NEW ARM. NEW ARM SHALL MATCH ARMS OF ADJACENT POLES. *** REPLACE EXISTING LUMINAIRE FIXTURE. NEW LUMINAIRE FIXTURES SHALL MATCH LUMINAIRES OF ADJACENT POLES. CHEMM MR WPLIAMM TO CI"1 Y STANDAMS Approved by: I. X Date s i /s Approved by: h" DateI (us Approved by: Date Approved by: Date T=38470fw� R 384751 CITY OF RENTON C>EPA T (D#-- iC W<=WF+IKS FfK)NTA LLL#A"TM FLAN POLE SCHEDULES V T E N W CEA REDEVELOPWW, FENTON, VIA. Transportation Engineering NorthWest p TDR Transportation Planning I Design I Traffic Impact & Operations 0101M TDR DA'M 08/10/2015 FLE Io. U 1 5001 266 OMidw GMD swu II.D 110OK PACE A1�'�101� 6 MW ae of AMM IIIA sw!T c r io 47 f$ N Ifl 1�1 ii .A w • ,UWNLK.z UtVtLUF''tK: J � � Z IKEA PROPERTY INC OQNER r 420 ALAN WOOD ROAD 50000•••••. •pF 6 WASAy CONSHOHOCKEN, PA 19428 iso 00 �' CONTACT: DWIGHT E. SLATON U.- „� 1'% CONSTRUCTION MANAGER • Q P: (610) 834-0180; C: 303-549-4623 v� 2 SW .w E: D41KNT.SLATC A QQW �Z � y ,ss% O •• NAL �Soo 4q•z,*f'V TRANSPORTATION ENGINEERING NORTHWEST 11400 SE 8TH STREET, SUITE 200 BELLEVUE, WA 98004 CONTACT: GLEN DuBREUIL P: (425) 250-0582; C: (206) 295-6776 E: IMA2910- -9 T=38470fw� R 384751 CITY OF RENTON C>EPA T (D#-- iC W<=WF+IKS FfK)NTA LLL#A"TM FLAN POLE SCHEDULES V T E N W CEA REDEVELOPWW, FENTON, VIA. Transportation Engineering NorthWest p TDR Transportation Planning I Design I Traffic Impact & Operations 0101M TDR DA'M 08/10/2015 FLE Io. U 1 5001 266 OMidw GMD swu II.D 110OK PACE A1�'�101� 6 MW ae of AMM IIIA sw!T c r io 47 f$ N Ifl 1�1 ii .A w • D J � � Z o �!z y �> z r � o �r O C rM z C m o D J G D o �. �> cD CL o< � o �r O y C i w o Ch m :77 J G D o �. �> o< �m - i w o Ch m :77 i �Z � y 4& D S La �m - w � a N� W Q cn o z E-4 2P-200 AMP --- W n w ILLUM B cn N o ILLUM C m \ a ILLUM D (SPARE) cn C C n 1"r- im im 77 w 0 Q 77 Q (0 00 10M 00 z z z z 00 Fn 60 W Lj ILLUMINATION GENERAL NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT, CURRENT EDITION AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON-SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48-HOUR LOCATORS, 1-800-424-5555. 4. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE DIRECTOR OF PUBLIC WORKS SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95X MAXIMUM DRY DENSITY MODIFIED PROCTOR. 10. THE CONTRACTOR SHALL PROVIDE MATERIALS SUBMITTALS AND POLE SHOP DRAWINGS TO THE CITY OF RENTON FOR APPROVAL MINIMUM 3 WEEKS PRIOR TO THE DESIRED APPROVAL DATE. SERVICE 1 BREAKER SCHEDULE CIRCUIT BREAKER z MAIN 2P-200 AMP --- ILLUM A 2P-20 AMP 30 AMP 1"r- im im 77 w 0 Q 77 Q (0 00 10M 00 z z z z 00 Fn 60 W Lj ILLUMINATION GENERAL NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT, CURRENT EDITION AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON-SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48-HOUR LOCATORS, 1-800-424-5555. 4. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE DIRECTOR OF PUBLIC WORKS SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95X MAXIMUM DRY DENSITY MODIFIED PROCTOR. 10. THE CONTRACTOR SHALL PROVIDE MATERIALS SUBMITTALS AND POLE SHOP DRAWINGS TO THE CITY OF RENTON FOR APPROVAL MINIMUM 3 WEEKS PRIOR TO THE DESIRED APPROVAL DATE. SERVICE 1 BREAKER SCHEDULE CIRCUIT BREAKER CONTACTOR MAIN 2P-200 AMP --- ILLUM A 2P-20 AMP 30 AMP ILLUM B 2P-20 AMP 30 AMP ILLUM C 2P-20 AMP 30 AMP ILLUM D (SPARE) 2P-20 AMP 30 AMP SIGNAL 2P-20 AMP 30 AMP SERVICE 2 BREAKER SCHEDULE CIRCUIT BREAKER CONTACTOR MAIN 2P-200 AMP - - - ILLUM A 2P-20 AMP 30 AMP ILLUM B 2P-20 AMP 30 AMP ILLUM C 2P-20 AMP 30 AMP ILLUM D (SPARE) 2P-20 AMP 30 AMP 11. AS PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH OVERHEAD POWER LINES OR SUBSURFACE UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR PROPOSED CONDITIONS TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON THESE DOCUMENTS. AS THE FIRST ORDER OF BUSINESS. THE CONTRACTOR SHALL POTHOLE EACHP T TO CONFIRMTHAT THERE ARE NOT CONFLICTS WITHUTILITI WAS 61 :� ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THAT THERE IS A MINIMUM 10 -FT CLEARANCE PROVIDED BETWEEN OVERHEAD ILLUMINATION WIRING DIAGRAM POWER LINES AND THE PROPOSED LUMINAIRE POLES PRIOR TO POLE PLACEMENT. ADDITIONAL CLEARANCE MAY BE REQUIRED AS 0,�: , DIRECTED BY THE UTILITY. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. 12. CONTRACTOR SHALL RESTORE ALL GROUNDS DISTURBED BY CONDUIT AND ILLUMINATION SYSTEM INSTALLATION, INCLUDING BUT NOT LI MI TED TO: LANDSCAPING, IRRIGATION, CONCRETE SIDEWALKS, ETC. 13. EXISTING ILLUMINATION SYSTEM SHALL REMAIN OPERATIONAL UNTIL SUCH TIME THAT NEW ILLUMINATION SYSTEM IS OPERATIONAL. MAXIMUM DOWN TIME FOR SWITCHOVER TO THE NEW SYSTEM SHALL BE 24 HOURS. ILLUMINATION CONSTRUCTION NOTES OINSTALL FOUNDATION, POLE, TWO LUMINAIRES, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL 1.06, AND PER CITY OF RENTON STANDARD PLANS 117.1., 117.3,9 119t 120, 121, & J013. O INSTALL FOUNDATION, POLE, LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL 1.06, AND PER CITY OF RENTON STANDARD PLANS 117.2 , 1 17.3, 119, 120, & 121 & JO 13. OINSTALL FOUNDATION AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL 1.06, AND PER CITY OF RENTON STANDARD PLANS 115, 119, 120, 121 & J013 AND WSDOT STANDARD PLAN J-28.30. RELOCATE EXISTING ILLUMINATION POLE TO NEW FOUNDATION. CONTRACTOR SHALL VERIFY BOLT PATTER PRIOR TO POURING FOUNDATION. OINSTALL FOUNDATION, POLE, LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL 1.06, AND PER CITY OF RENTON STANDARD PLANS 1 17.1, 1 17.3, 119, 120, 121, & J013. OPOWER SOURCE CONNECTION POINT UNKNOWN AT THE TIME OF PLAN PREPARATION. CONTRACTOR SHALL ASSUME APPROXIMATELY 500 FEET OF TRENCHING TO POWER SOURCE. CONTRACTOR SHALL COORDINATE WITH PSE FOR SPECIFIC REQUIREMENTS. PSE TO PROVIDE 120/240 VOLT SINGLE PHASE POWER SOURCE. CONTRACTOR SHALL COORDINATE WITH PSE'S TRANSPORTATION'S MAINT. < ASST. MANAGER (ERIC CUTSHALL) AT 425-430-7423 FOR SERVICE CABINET ELECTRICAL HOOK-UP, SHALL PREPARE/SUBMIT ALL APPLICABLE PERMITS,_ AND SHALL PAY ALL ASSOCIATED FEES. J OCONSTRUCT STREET LIGHT CONTACTOR FOUNDATION PER CITY OF RENTON STD PLANS 126.1 AND 126.2. FURNISH AND INSTALL SERVICE CABINET PER CITY OF RENTON STD PLAN 122.1. LOCATION AND ORIENTATION OF FOUNDATION AND CABINET SHALL BE VERIFIED BY CITY OF RENTON INSPECTOR PRIOR TO INSTALLATION OF CONDUITS. OCONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT AND CONDUCTORS TO THE POWER SOURCE. POWER SOURCE FOR NEW SERVICE CABINET SHALL BE FROM THE SAME SOURCE THE EXISTING/REMOVED SERVICE CABINET DRAWS POWER FROM. CONTRACTOR SHALL LEAVE SUFFICIENT SLACK IN CONDUCTOR FOR FINAL CONNECTION. CONTRACTOR SHALL COORDINATE WITH PSE FOR SERVICE CABINET ELECTRICAL HOOK-UP, SHALL PREPARE/SUBMIT ALL APPLICABLE PERMITS, AND SHALL PAY ALL ASSOCIATED FEES. 8O REMOVE EXISTING SERVICE CABINET AND FOUNDATION. FILL AND COMPACT VOID. OREMOVE EXISTING TYPE Ill SIGNAL STANDARD. REMOVE EXISTING FOUNDATION TO A MINIMUM OF 24" BELOW FINISH GRADE. RETURN SALVAGED POLE TO THE CITY OF RENTON. 10 SPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING ILLUMINATION CONDUCTORS IN EXISTING JUNCTION BOX PER CITY OF RENTON STANDARD PLAN J013. INTERCEPT AND EXTEND EXISTING CONDUIT TO NEW JUNCTION BOX. SPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING ILLUMINATION CONDUCTORS PER CITY OF RENTON STANDARD PUN J013. 12 REMOVE EXISTING JUNCTION BOX. REPLACE WITH NEW TRAFFIC BEARING JUNCTION BOX TYPE 4 PER WSDOT STANDARD PUN J-40.20-02. JUNCTION BOX SHALL HAVE SKID RESISTANT LID. 13 RELOCATE EXISTING STREET LIGHT POLE, ARM AND LUMINAIRE TO NEW FOUNDATION AT LOCATION SHOWN. REMOVE EXISTING FOUNDATION TO A MINIMUM OF 24" BELOW FINISH GRADE. FILL AND COMPACT VOID. 14 RELOCATE EXISTING STREET LIGHT POLE, ARM AND LUMINAIRE TO NEW FOUNDATION ON SW 43RD STREET (SEE POLE ID 'RB', STA. 29+51.5, 34.0' RT). REMOVE FOUNDATION. FILL AND COMPACT VOID. SEE ILLUMINATION CONSTRUCTION NOTE 19. 15 REMOVE EXISTING JUNCTION BOX. FILL AND COMPACT VOID. � 6 REMOVE EXISTING JUNCTION BOX AND CONCRETE PAD. FILL AND COMPACT VOIDS. REMOVE EXISTING CONDUCTORS. ABANDON EXISTING CONDUIT. 18 EXISTING STREET LIGHT POLE TO REMAIN. PROTECT DURING CONSTRUCTION. 19 RELOCATED FROM LIND AVE SW. SEE ILLUMINATION CONSTRUCTION NOTE 14. 20 EXISTING SERVICE CABINET TO REMAIN. PROTECT DURING CONSTRUCTION. DAMM CITY OF RENTON, NAVD 88 Approved by: ®ENCHk%W-' CITY OF RENTON CONTROL Approved by: POINT NO. 1864 WAS HELD Approved by: FOR ELEVATION, BEING 19.488 FEET (NAVD88) Approved by: CIRCUIT CONTINUES ON SW 41 ST ST SW 41ST ST TO EX SERVICE CABINET AT SE CORNER OF SW 41 ST ST AND LIND A VE SW 1 �1 RA IRB CITY STANDAMS DateAAMI Date Date Date CITY OF RENTON E>EPAR'7"wAENT OF r1.JiL_IC W017KS FfIONTA LLU~TM FLAN WTES AND DETAILS RVTENW CEA REDEVELOPMENT RENTON, WA. Transportation Engineering NorthWest TDR Transportation Planning I Design I Traffic Impact & Operations DA -M 08/10/2015 KA NO. U 1 500 1 266 pRVM TDR OM�i01� GMD FILD F*Aw 7 orr�c oR oft warns a1�lT cr io T� �? D • ISM Uwr4LK f UtvtLUrtrc: re 43� IKEA PROPERTY INC NER r 420 ALAN WOOD ROAD �� CONSHOHOCKEN, PA 19428 .•..•••••••..; WAS 61 :� CONTACT: DWIGHT E. SLATON M M CONSTRUCTION MANAGER • '`� D' W P: (610) 834-0180; C: 303-549-4623 0,�: , 2 5 : �� E: QWW T. SLAjQh j%U. C0M FKGNtFR: FS; :�.c/ TEQ;.• G� S/. • TRAWSPORTATION ENGINEERING NORTHWEST 11400 SE 8TH STREET, SUITE 200 BELLEVUE, WA 98004 41 .41;f6y CONTACT: GLEN Du9REUIL P: (425) 250-0582; C: (206) 295-6776 E: CITY OF RENTON E>EPAR'7"wAENT OF r1.JiL_IC W017KS FfIONTA LLU~TM FLAN WTES AND DETAILS RVTENW CEA REDEVELOPMENT RENTON, WA. Transportation Engineering NorthWest TDR Transportation Planning I Design I Traffic Impact & Operations DA -M 08/10/2015 KA NO. U 1 500 1 266 pRVM TDR OM�i01� GMD FILD F*Aw 7 orr�c oR oft warns a1�lT cr io T� �? D • ISM °gym re 43� Z C bid ob i Nz m M M 9 1 m E n 8 oho 52 o �+ o Cnt7l bid ob 1 a 1 m E n 8 oho 52 o Cnt7l CD Ln 1 m w y E n 8 oho 52 - ---------------------- �­ --- --- ��'­­ ---- *''-,-,-- - . : . I I.. I , ':` ,� P" , .. . I.. I ; 4" A'I *� ,4`i "'i"' - : .11.1 . '. ...... . - �%.'-`�'ti�l . : . . , � , I . : : 04 : '� 9 .. : 1`f , , ­ , ?.j�;� :..:": ., e'-.. .. �, ,� ,,,:.,�� , , ; : ....... � . . j ,, '-­%, *;:,; � . . � ', . 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Date r,/ �J_�/Jv r � Approved by: --"-_-* JLI Date ?IA&I'd 0-1%. .*� I Approved by: Date Approved by: Date _N ........ 49 z !'�' CONSHOHOCKEN, PA 19428 *060*WA.s,*'9 :� "00(3F ::: t, ., - •0 /y/ 0.0 I,- CONTACT: DWIGHT E. SLATION y. A�l lk 0 �� ti C) 91 'A C, CONSTRUCTION MANAGER :,.Cc qr : �- -00 I fir - P: (610) 834-0180; C: 303-549-4623 3 - :Lu E: DVWT.SLAT(*i0KEA.COW 0 0 ,�, % eo, ..* 0 6 5), 1% ENGINEER: , ,51 ,--.. , •a I** "..... ,,* TRANSPORTATION ENGINEERING NORTHWEST IS/ ONAL I w 11400 SE 8TH STREET, SUITE 200 -PZ " BELLEVUE, WA 98004 I 4i ..Sz,-( r CONTACT: GLEN DuBREUIL P: (425) 250-0582; C: (206) 295-6776 1 1 . I I E: DUiMULOTENW.COM REFER 1*0 WSILO T W(XING UO STAINDAR'D DUTY jUNCTION BOX TYPES I & 2 I . . 4010-0 I., .... SPLICE. 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STEEL ANICIHC:F' 901 T!3 WI ITH NU AND WASHEPS a 01 57 it PUBLIC WORKS STANDARD 2& - 40' DAVIT` POLE DEPARINEXT 2* CONDLQ'! T EN "FIR, AREA - - -- ------- - -- - ---- 4 SIZE TO OF SIZE TO RT CASINET CAME-; J ----Grade Level 4 j 4 FRONT VIEtti 2DE--vt mv STREET LIGHT CONIA-CTOR FOUNDAI.]Og — shim to ' alumb See Note 3 #4 hoops 1:Lcr each rorr"er MIN, 1 " to 2" diameter piostic aaln SQE VIE V! -- — ---- C I� - LO IN + #4 bir each rarr.er to "'lunrlb -n 0 /,--Shirr M o -See Note 3 +i hoops LL. MMM 0.11B8 WALL BRACKE7 ALUM. ALLOY 160613--16 1/2" BNIC LOCKBOLT LU S ILI' J 0 1 N T lie 4-1/2" 0'0� 1 __9 -'1. 1 'AD'I ED ALUM. POLE 6 T6' 'WAI ALL S'4T !IN 1G"7R'0U.N-3' FINISH '151 HANDHOLE. 4 " x 6 " 0 PE N1 N C AND S,S. SCREWS BASE FLANG�"_ ALLOY 356—T6 W1 "-I 801-T COVERS & S.S, SCIEWS SIZE AS REQUIRED — --- - ------------ - - ---- - -- - i 1; 4 —1 0. 0, L RADIUS 2 P S L I P F"Il ! 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ALLOY 160613--16 1/2" BNIC LOCKBOLT LU S ILI' J 0 1 N T lie 4-1/2" 0'0� 1 __9 -'1. 1 'AD'I ED ALUM. POLE 6 T6' 'WAI ALL S'4T !IN 1G"7R'0U.N-3' FINISH '151 HANDHOLE. 4 " x 6 " 0 PE N1 N C AND S,S. SCREWS BASE FLANG�"_ ALLOY 356—T6 W1 "-I 801-T COVERS & S.S, SCIEWS SIZE AS REQUIRED — --- - ------------ - - ---- - -- - i 1; 4 —1 0. 0, L RADIUS 2 P S L I P F"Il ! "ER 40 2 1_3 3) - - as 3 SHAF-7 GRO U N 0, L L J1 G _111'-6" --- - 1 11 — 1 "I " I I SQ. . 1 1.- -r 0 12" DI k BOLT C,l R P\1 L, E 1 4 1i OF BOLT ABOVE 4" CONCRETE 7 -AD I NLI SH �EU R AOEL 'IT '77 1 J4'4"I"x42" 18NC r3AI V. STEEL ANICIHC:F' 901 T!3 WI ITH NU AND WASHEPS a 01 57 it PUBLIC WORKS STANDARD 2& - 40' DAVIT` POLE DEPARINEXT 2* CONDLQ'! T EN "FIR, AREA - - -- ------- - -- - ---- 4 SIZE TO OF SIZE TO RT CASINET CAME-; J ----Grade Level 4 j 4 FRONT VIEtti 2DE--vt mv STREET LIGHT CONIA-CTOR FOUNDAI.]Og — shim to ' alumb See Note 3 #4 hoops 1:Lcr each rorr"er MIN, 1 " to 2" diameter piostic aaln SQE VIE V! -- — ---- C I� - LO IN + #4 bir each rarr.er to "'lunrlb -n 0 /,--Shirr M o -See Note 3 +i hoops O > ------ #4 her earn coater CzD -13 rry -D rM < M-M—En 6" NMN iLJ11 to 2 0 > 9 x ;P �•--3/8` clorneter plost;c drain, #4 �,�v each car ner PLAN VIEW ELAN VILW PAID MLOW4T PAD MOUNT Ct ER Z-AIINE1 FOUbMA719N BATTERY, SA P YA tffl_$� FWNPATI -ON STD. PIAN PUBLIC 'WORKS CABINET FOUNDATION DETAILS ROVEI� I)FPARTMENT fff - .Y D "COFf A;_'�t K*£ M*11�. Al"I"R11F.SS ' I& M4 VAL ON WF + NA,*-'tJ'� li WiTi AN A/ .................. *"L,_" --'--""-----""""""""""-""-"L"--'-"-"--"'* .................. rx.......... fEE I# ................... 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I'RE'AK I C.0n.6,ilk 6ar V-'* conkrohw Ono uonwtor cob;nub shW b.&, irsstof: o P L the <ontract plons, Rk" D*.).- 2' Vw. -i .............. ....... 01300e'� Out Ow, tbt i*Vadoft%. .......................................... . ...... .... 6. Concxztu %&* 1.6 002'& 30w. ENCLOSURE CONSTRVPI" NQ .... 7. z' conduit sn-410 bs. plare, Yf*M the 0s#.• %'Drnbined r Eco) <:Wn01 F'ho$f mve 0 4 JgOM'j�tet P�"tjrL 'If.2in pipe, .............. . ................. .... ften a4 threl* to I'm. �rssWied and 'Jpw�e 00wq, 0 U im a12* 1. oi. K A"�II(W K-3ASE 1"JAN 1 Z R = 384754 0 OWNER/DEVELOPER: CrTY OF R1ffC_.-;NT0N IKEA PROPERTY INC CEPA NT OP` �C WG7�IMCS C14 to 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 C3 6 A R: X WA.SA M*4ATM PLAN z z f •. CONTACT: DWIGHT E. SLATON C���l FOR U 4V Z z J'� 0 CONSTRUCTION MANAGER DE7AJLS 0 0 CITY OF RENTON, NAVD 88 TO CITY Y STANDARDS :'< - 0'. P: (610) 834-0180; C: 303-549-4623 r12 Yzz r -0: 0 Fn Fn Approved by: Date E: DVKNT.SLAT0Nd1KEA.CQM 'PTENW IKEA REDE"��LOPMEiNT, NTONI, WA. r CALL2 W0RK01 61003' DAYS 0% �, 3 0: E�j EJll 8EWC*#AAW: ;1\ % ENGINEER: Transportation Engineering NorthWest ,a 0-1s. Im-` ^-. TDR CITY OF RENTON CONTROL Approved •by: Date -1 LOWS &.'2 IS, TRANSPORTATION ENGINEERING NORTHWEST Transportation Planning I Design I Traffic Impact & Operations DA7E 8 w.U15001266 .2_Z 10/2015 KA Yw POINT NO. 1864 WAS HELD ✓ a ONAL 11400 SE 8TH STREET, SUITE 200 DIN TDR - Approved by: Date BELLEVUE, WA 98W4 cNeam GMD — 0 FOR ELEVATION, BEING CONTACT: GLEN DuSREUIL PIRD MOCK PAGR_ z 8fl 19.488 FEET (NAVD88) Approved by: Date P: (425) 250-0582; C: (206) 295-6776 84W 9 crio I E: Lww&wMEbK&Qk 1011111111111MM OF PY" warms z -n 0 M o z ir ir O > C CzD -13 rry -D rM < M-M—En 0 > 9 x ;P 00 Im z CD M z M 0� 00 C) En > En -n 0 O > CzD -13 rry -D rM < M-M—En 0 > 9 x ;P 00 m CD -C 0� 00 C) U rn Ln ii CA ru En -n 0 O > M-M—En m CD -C 0� 00 C) rn Ln ii CA ru En ti -n 0 y0Mc 0M 9 M-M—En ti L-0 J2 52 000 1:3 d: IE,':xcept where Intercapfing existing RGS Conduit allcon-duit. shaillbe rigid nan�metalfiv. unless. 0 8-20 ILLUMINATION,, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL nloted otherwise in th,6.Plans or Spocial Provisions., 0 .0yJ Alf.condluil. sh 1: be:littod with apPr iW -'e, n W I I th'd.mess of open. ings al I W-11 nds.: or Bashi 0S t 8-20:1211) Equipment Listand.0rawings conduit shall:be cons-istent within continuous cdeld no 1 n ult runs with. m. X -1i diffe 411� of rent schedule typesbetween. ter m-inations. D Z 31: Paragraph, four of* Section 8�20.2(1) is� deleted.and replac d: as4ollows". e: The Contractor shall provideand install all conduitand necess f ary Juings:at the loca, ons noted The: Contractor shall submit. fora proval ix sets of sh d P op rawmas tor each of the following on -the Plans, Conduit size. shellbe.n indicated on, the, wiring. and conduit schedule, shown. on types.of standards called for:on this Project,. Plans.. 1� Li ght standards With. or Without pre-approved.Plans. icated below,', Cond vided. and in lled:;shall be. Of �th type.,ind". :uit �to: be pro I sta Paragra.O:five,of Section 8-20.2�1:)Js deleted. 16 S-chedole 40�heavy. wait PVC Conforming to..ASTM standardIsi shall be. used wherteyecihe 8-20141�4) Poundation's condult, J s to b erthanwithin the roadway are I a. CD Sedtioll 8-:�26.3(4)isrevised: and supplem6nted astollows-. z Schedule 80 extra, heavv wall:PVC Confominq to -ASTM standards,shall be, -used, when the The; anchor,bofts shall, mwtch. that of the de -Vice to beinstalled thereon. conduit, is to be placed within the roadwav area, I I-, Concrete shall be. placed against undisturbed earth if possible� Diiturbed earthor backfill I ... � - All joints shall be made with strict cornpliance to the manufacturees recornmendations regarding material shall -be compacted to 95 percent of the mn -aterfal S maximum density, Bef OlAcing 14- the I Concrete the Contractor shall bl'ock.-out ato a cement used and environmental conditions. 00 Urid:,: nyother undeN.-round utiftles-thAt 111.61- in �tho excavated Concroo.found - ations 8-20-3(4) :JuInction Box#* nteaf as f U section 8 20-3(6):is s me. z shail bo troweled, brushed e n -i hed, ima rkmaos -like manner. Conorome: shall P Aged and fi wo hip V.. be, tomptly deaned.1,mm, thle-cm O$ed portion.0f.thean-chor bofts arid-t.wduit-aft I 0 P P er.p a M n, All juniction boxes and assoclated concrete pads shall be,instafiW[:: on -corn :su* Found tion shall all be Q4 ss -pacteo b gr.ade a .. 3.0.0.0. concrete., After the specified cuningperi.od, the Contractor whichshall include si x inches-� of 5/8th-i nch m 1 nus crushed sUrf4cing. too course matorlS.1 may install the'APpliclahleA,evice thereon, ejun -on bo X*. Thi , 9: Ju n -c J Installed under and around the. basie ofth cfi tio n box shal I fhcl ud e. Installation of ca.4", t 'i ped,a n.d a :12" diarn em crete.004: enciosi g the junction box I I I I h.ck eterz wnt�cdn n All concrete, foundations, shalf be. constructed in the manner spacifledbe ow, M al�pe tons": sp, S rp ea. Ic al 9 ...att ons: an.. I S ee ncrete. P e RM e 14 Where no s -id . ewalks ar I e- to I be ihsta: I fied,' the grade for the t of the foundation shlaff;be ion0ion: box frame and lid.. UJ OP V above the finished grade of surr undi n C Junction boxes shall have gal-vanized-steet lids and frames, 2, Where side, lk:_or raised islands.ar to bet.construcledas a part.of this proje t, the top of the4oundation.s.-hall be: made flush. �with- thetop of1he sidew�ailk or: islan& �(Sae d I etail sheet) Junction boxes Used f0f, electrical wiring shall ufilize� a. locking, lid Standard U) per City AM: con cr ated: as per station-ingon. the: Plans or as I it, bythe: oca od Engineer In the:�fiold.,, CL 8-20,3(6) 00"du, it !140*9) So. Ming, Grounding, Section &2013 5) ls:revi ed an d sopplem. ented: astbllows,- V) Section 8-203(g) is sup men ple todas. fbllows.�, (n W _y The. paragtaph:.re.qUirin.g�94!va..nized ste-el conduft.at c6rtain locations isdeleted, Galvanized All street light standards, sqnal.poles and other standards on which electrical equipment, is 0 stee n i *CL l.c.o..dot('RGS.),-�s..hla.11dnlybep.t.aee.d.:.-i�f,�to:,indic2ite-,dinth.O.Plahs. RGS con.duit and Iftfing s. hich. in:diarn,. et -6.r x 8 0" in de Ad rn 4 n 0 mounted shall be groun . d:: to a. copper cl etal.k grou dr d .5/8A shAll.be allowed. only where'n tereopting,existing RGS conduit.. b -opper. - n r - atted in the n . vest junctio len, gth complete vAth: a #8 AWG I are 0 bo ding St Ap loc 00 n box, h -A I ro All signal ;tontroffe-r cabinets and:�signaltliqhfin . ervice cabirlets. is 1: be g Unde rd to a 5/8 inch gs Pull Wires: shall be: installed by:th,e Contracto.r. kam ngth copper clad metaffiagroui* rod.10 ated in the'nea J in di aeter x, V07 in le I rest: "'unction box n L) LJ W M n S11:-6 0. Dry pack madar grout. shall consist of a 1 �3 mixture of partland cement and fine sand with 'ust Soclion,:9-29.9 is suppleme ws E I . Mad as follo 0 enou bwater: so th 6! th 6i 9 ixture Will Stick to th JbQ will _Qe r on: be a bag by handl ld4d int not exLide mal stur The,Baffast shall, be pre -wired to th lamp socket and ter inal, board. I e when so pressed. A one half- i rich. drain: h.oie. shiall be leffin the',bottom of e, M the grout p adasshown:on �the. standardd , etail, 9-29A0(2) Clocorabsoo Lut"Inalros SAcfinrf 1,601 is da4etfid and rt%_nlarml ;.aq ffifinw*q, Roadway scale.luminaires. shall be - Cyclone Lightin.9 CY-55P1 --GAL- .3-12.0,W��4,K-240�C,P3624-RAL9005TX. 01KE, Cyc-tong Lighting QYSSPI�GAL-3-80W­41K-240- CP3624-RAL90D-M, O..A.E- Roadway scale luminairearms. shall:7bee, Cycione Lighting, CP4.125-CI(.6')-::Bx..X-R-AL9006TX, 0,kE1 Cyclone Lightin 4-C 1(12) BXX�RAL9005TX, O.KE. CP412 Rqadway:scale volessha.11 be, Vailmon I 40� R -TA Pole. 4000501-08T4A/RAL9006/50RTCSCI�PO 1 3-BK62 O,XE, Piad".W.an�.Sc'ale Cyclone Lighting Cym66Pl-�GA.L-3-40.W4.K-240-CP3-9,24-R-ALgO.D$T.X., 0 -A-E, Pedestrian. scaiearms�sh.all be, Cy6onetighting C144,124 -GI (4')..8XX-RAL900M. 0 X E, Pedes.trian�scale­ poles. shailt'vil'- Valmont'21'4�'RTA Polw 210-44-0706T4..A/RAL9006,,/"40*RTCSC/��PO-13-BK62- O.A.E .0110 Section .5-29:1. 1�(2) is deletedan.d re placed as f ws, Photoelectric contro4s shall be a pAug-in device. rateA: to operate -on 120 volts 60 Hz. The unit shall c.onsist of.alight sens Vve eleme.nt conned.edto. necessary, pontrol-re ays., The.unit shall be so designed that a. failure. O.f. ;-anv:e.l;octroni.i�.comoorte.nt wilt, enwgize- the lighting circlu it,� -emperature range The photo cell shalf be: a.sofidstate' device with stableturn-on valuesin the 1. of -5:5 de es,C to: 4-70 de ree e ce4 gre g: s C, Th photo I shall be M0.11 nWd: externall on tb of y P the lum-inaire. In a contacitor controlled syste m, the, photo -ceil to o-ont .1 m. h be ro the. syste S all mounted on the. Jurninsire. nearest tothe.- Ser M"e*/ n - tortta. N net.., The, c*. tac photo, 0044, shall: be capable of switching ."ON 1.00.0watts of i candesceint: toad as a m-inimurn. The photooell shaft in berated for a 20+ year Iffe- span, s P: - 3 with a bare copper bonding. strap sized in accordance wftb the Plans, specifications and applicable codes� Ground rods are,,.q.onslde- red.. m.. i,�.Celtaneous. iternsand all costs are -to be included with the system orcon.ductors, Ground straps are.a.1so miscellaneous items. unless a: separate pay Urn is provided. ..in. the 'Schad.ule of pnices, 87-20.3(10) Servic*S Transf.birmer, Intelligent Tran Owt sh" Syst. Section 8-20,3(10) is revised and supplepv.nted as,follomm Paragraph -two is deleted, Parac graph thre,e)s deleted, The following is added, Power service s -hall be single phase .:. 120/240 volt, 3 �wire 60 cycle A.C� (street li.ghting con tact6h(trafficsig na 1,grounded niautral serv.fca) Per. City: of Renton Standard Detle-ils- The power servine. point �shall �be.as noted an the Plans and . . shall be -verified by the utility, 8-20,3,(13) 111.1urninalion Systems &.2013(13)A Lilght: Standards Section &-20.3( :13)A is I deleted and repla I ced. as fotlows,� Light standards shall tw- handled when loading, unloading, and..erectina in such a manner that they will not be damaged. Any parts that are dam'aged due to the Contractor's operations shall be repaired or replaced at.the. Conit-ractor's expenw to the satk§femion of t -he Engineer. Light standards.s.hall not.be er ected on.cond're. te, f0undations::until foundations have sel at least 72* hours or, attained a compressive strength of 2,400, psi., and shall, be raked sufficienti. -to be ptumbr, after: aK load has been placed, or as otherwisedirected, bv th. e, Eng"- per, in Light Standards shall be>ereoted: in amordance with section 8-203(4). le, Anchor bolts shall extend through the. top heavy�hex nut t. wo full threads to the extent possib Anchor, bolts shall be tightened by the Turh­0f*­'N.Ut Tig I ht g Me I thod in accordance with Sect -ions 6�013(33) and 8�20.3( 4). Anchor bolts damagedafter the fourvdation concrete: is placed shaft not -be ropairedby bendingg orweldina, The.:Contractor's repair prociedure i� tobe.submitted,to the.Engineer-for a I prior to making any reppirs., The Procedure is to include remov . ing the damged poftn.,of the, anchor bak, c.u....ttine threads:.on the, undam. aged porfion to remain, the inst-all.,atio.n.of:an.approv,.e..d threaded sleeve nut and stud, anO repairfnq� the foundation, with epoxy concrete- repair, The qrotft pad shall notextend above:the elevati.on. ofthe bottom of the base SPA Anchor Bmw A one piece anchor base of adequate: strength,shapeand size:sball' be secured to. the lower; end of the: shaft:sllo. that the base shall be capable of ret.1Stin.g:atJtsyjotd pointlhe bendrig.. moment of the:shaft at its I (d point. The. base shall beprovi-ded with four slotted oi- rotmd yfe holes to receive the anchor -bolts. Nut covers shall be provided, with each pofe. Anch<w Solltc- Four steel an 0 -or boAts, each fitted with two hex nuts, and two washers, shall bo ..,Ished with .the e therrequir o 9 0 50), a. d 9 .6 pole. Anchor befts shall me... t I ints of Sect I ion n -0 _5(4), The anchor bolt yield point shall be:capable of resis ing the bending. rrio. m. nt of the pole shaft at its yield point. The. Contractorshall assure: that all anchor �bolts confon-n., to the recommended ASTM specirications of the pole manufacturer and shall: se-co.re and subm it to the City for approval ail manufacturer data on, pole be -tiding momen t,,anahor b0it fabrication data,, test results and any ot h.w- daita that may be required 1.6confirm that the anchor bolts meet these specificatjons� All hardWare& (bolts, nuts, screws., washers, 6,tc.)�noeded to complete the installation shall be. stain less: steel. 1Z, (Identfficabon for The. Contractor sball supply.'and install.:a. combination of 4 7digitsAnd ne le or on each.p.-ole, 0: whether individual lum. inaire or signal polewith luminaire. The, I letterand number-scombination S . h -all be movnted at.the:i 5 foot lsvol.on the n9traffic, Legend&rshalf be - pole facing:approsohi. sealed with transparen.t� film, resistant W dust,weather The decal mv arkers -shall be.2-112-inch squaire with vellow reflectorized. 2-Anch. leaerid- on a black backgra-und. The 1,D, number will be: as -signed, to each pple� at the �end. of the. Contra ct or project -by the Transportation -Maintenance Assistant Manager and coordinated through-Ithe City ins ectar. I P Cost forthe decals: shall be considered incidental to the Contract bid. Light standards shall -meet. the pole. detail requirement belb.w and the -datlail sheetson the approved plan documents, The pole. shaft shall be provided with a 4": x 6" flush hand hole. -near fhe. base and a: matching metal coversecured with stainless.. steel screws, or bolts., The pole shall be ad'usted for plurtib after all neede equipm, e nt: has beeninstalled. thereon, .1 d After.pc4e 'is installedand plumbed, nuts shall be tightened on anchor bolts, using: prpper sized soc*ets, open end, or box wrenches. Use of pliers, pipe wrenchers; or other tools that can darnage galvanizing vAll not be perm. itted. Tools shall be oUsufficient size. to.. aichieve adequate twquing of the nuts -The space: between "the. concrete foundation and the bottom of the pole basaiplate s -hall be filled m0thl. a dry pack Mortar grout and troweled -to a, snmoth finfS.1h conforming to the contour of: the pole base platle� Rwg NOTE: THE 2014 WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AND THE CITY OF RENTON SPECIAL PROVISIONS SHOWN ON THIS SHEET SHALL BE CONSIDERED PART OF THESE CONTRACT DOCUMENTS. THE FRONTAGE ILLUMINATION SCOPE OF WORK SHOWN ON SHEETS IL1.01 THRU IL1.09 SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE WSDOT STANDARD SPECIFICATIONS AND CITY SPECIAL PROVISIONS. Speciill ftovisitmj� 384710 R 384755 9-219.19, 139flast, Transf�cwmors z Al, 0 S Aw?05:11% 20u; W"woo, W$AAUqVXJt Augiza 1% 20 B C= Of Qj�_EVELQPER: cr-Ty- _0F,-.TX.-rVff10lN IKEA PROPERTY INC C>W10AFR I k4ftP4rr C>F FOLMNL.K-,", W<DM<S OF 420 ALAN WOOD ROAD �)�ER T. C; C5 CD CONSHOHOCKEN, PA 19428 z z 0� WAT FfKWTA &"TM 9 CONTACT: DAGHT E. SLATON VERMAL DATW CHECKM FOR COMPUNCE CONSTRUCT10N MANAGER z z CITY OF RENTON, NAVD 88 P: (610) 834-0180; C: 303-549-4623 00 b0_1 Y grrAMS V_ 45w,%� E: DUGHT.SLATON9111KE&COM Approved by: �td 4 PV - Date 1AJ EA RE U)) 20TENW K- VELOF%CHNT, RENTON, WA. > CA 2 WORKN&Y' DAYS r 3 4J ENGINEER: U-1 B194cpto": 4F Transportation Engineering NorthWest TDR Qf CY- Approved by: so,* ., TRANSPORTATION ENGINEERING NORTHWEST Transportation Planning I Design I Traffic Impact & Operations C==r%0= YOU CITY OF RENTON CONTROL Date 124,11 �p 0 4, , (2 - DA7E 0§Z1 0/2015 mE w. U 150012.56 f ai:il 11400 SE 8TH STREET, SUITE 200 cavm Wt UNA: 1961149069 TDR C5 POINT NO. 1864 WAS HELD Approved by: Date ONAL BELLEVUE, WA 98W4 cmemm GMQ SCALIE to FOR ELEVATION, BEING CONTACT: GLEN DuBREUIL FIKD MM PAW z 19.488 FEET (NAVD88) Approved by: Date *era--tr P: (425) 250-0582; C: (206) 295-6776 AFFFAXW - 1 =Z�_ MMTM OF PU§W WOWS 8HWT 10 Cr 10 45 04 D 704� 41,702 U4 Q M > z DIVISION 9 M >_ MATERIALS CD v 9-29 I:LLUMINATION,:$IGNALS, ELECTRICAL rn > 9-29.1 Con4u.ft rn U. e .9-2 S cition.. , 9,�: 1. is supplemented as foA lows. z C) The: conduit PVC - nolin-rrne4aik shall be of::th.e twatypes indicated.below- z M C> M 9 CL > J I- Schedule 80E.xtra hea-yy. wall PVC c,�.onfbrming to- AST.M., Standards, to be Used' in. all, in$.tallafions �under roadways-. .Z Sdh , edule 40:.heavy wait PVC con -forming to ASTM Standards-, 9-29.*2 J.unctibn. 800s (RC Section 9, 2:92 is.,sup-plemeated as follows,, Jur-ictionboxes shallbereintofoed 0nore.te with. -galvan st Jzed eel ffarnle,anchored in plac.e and: a� ai galvanized steel cover. la e (Di P At wmq d:pa tern) as indicated on detaii sheets, 1mcfion bo -es for copper Wlrle'rshall 1-noor rate a lockingl.: lid City of Renton Standard Details. Junction boxes P0 per: in.sidewalks shall have non-skid lids, M M ry o- 9.29.,A: Conductors, Cable 0 0 n Section 9.12R,3 re ed a ndsupptemented as folio WS lte1-MS*.8:-.and ; 11 am revised as follows; L0 7 L0 7 LLJ 0 0 D�etectorico>.op)w&ires.:hal.ibolM�SA,51-.7(orarig-,etut�e'i#12:or#14AW,�G.Stt--,a ded r prangetube)#12or#14AWGsh ndedcopl;*r pe cop. (0 00. Comm-unication. s cable shall meet. REA. specific.ation PE -39 and -shall have No, 19 >_ A.WG wires �M th 0,008 i nch- . FPA /MPR coated alum. inum sh'oidiing, The:cable-4hall M . pl�6t the:jrisk of the: b16 have a Petroleum Compound carn Sly Q ide Each, wirs shall be ourn'bered al. eai�h ter mi tral Ond with a wrap..'around t.ype numbed.ng.stnp bearing,the.circuit, n U-Mbershown on Abe: -plans-, The Contractor sh6ft.:1"Vi e and. insitall. �411 the. ne, c ssary -i ir n f e And fitfinqs� somas.. to e w 1. g,,:,.:us s comploW the: installation of tho:.siignal.and I ght nqequipmorit as shown on the Plans, All materials and ins. llatio.n.: methods: excep rwi t.as -noted othe set*rein� shal Conn* with ap. plica-ble of, the. National Bectrical Code, Roadway scale.luminaires. shall be - Cyclone Lightin.9 CY-55P1 --GAL- .3-12.0,W��4,K-240�C,P3624-RAL9005TX. 01KE, Cyc-tong Lighting QYSSPI�GAL-3-80W­41K-240- CP3624-RAL90D-M, O..A.E- Roadway scale luminairearms. shall:7bee, Cycione Lighting, CP4.125-CI(.6')-::Bx..X-R-AL9006TX, 0,kE1 Cyclone Lightin 4-C 1(12) BXX�RAL9005TX, O.KE. CP412 Rqadway:scale volessha.11 be, Vailmon I 40� R -TA Pole. 4000501-08T4A/RAL9006/50RTCSCI�PO 1 3-BK62 O,XE, Piad".W.an�.Sc'ale Cyclone Lighting Cym66Pl-�GA.L-3-40.W4.K-240-CP3-9,24-R-ALgO.D$T.X., 0 -A-E, Pedestrian. scaiearms�sh.all be, Cy6onetighting C144,124 -GI (4')..8XX-RAL900M. 0 X E, Pedes.trian�scale­ poles. shailt'vil'- Valmont'21'4�'RTA Polw 210-44-0706T4..A/RAL9006,,/"40*RTCSC/��PO-13-BK62- O.A.E .0110 Section .5-29:1. 1�(2) is deletedan.d re placed as f ws, Photoelectric contro4s shall be a pAug-in device. rateA: to operate -on 120 volts 60 Hz. The unit shall c.onsist of.alight sens Vve eleme.nt conned.edto. necessary, pontrol-re ays., The.unit shall be so designed that a. failure. O.f. ;-anv:e.l;octroni.i�.comoorte.nt wilt, enwgize- the lighting circlu it,� -emperature range The photo cell shalf be: a.sofidstate' device with stableturn-on valuesin the 1. of -5:5 de es,C to: 4-70 de ree e ce4 gre g: s C, Th photo I shall be M0.11 nWd: externall on tb of y P the lum-inaire. In a contacitor controlled syste m, the, photo -ceil to o-ont .1 m. h be ro the. syste S all mounted on the. Jurninsire. nearest tothe.- Ser M"e*/ n - tortta. N net.., The, c*. tac photo, 0044, shall: be capable of switching ."ON 1.00.0watts of i candesceint: toad as a m-inimurn. The photooell shaft in berated for a 20+ year Iffe- span, s P: - 3 with a bare copper bonding. strap sized in accordance wftb the Plans, specifications and applicable codes� Ground rods are,,.q.onslde- red.. m.. i,�.Celtaneous. iternsand all costs are -to be included with the system orcon.ductors, Ground straps are.a.1so miscellaneous items. unless a: separate pay Urn is provided. ..in. the 'Schad.ule of pnices, 87-20.3(10) Servic*S Transf.birmer, Intelligent Tran Owt sh" Syst. Section 8-20,3(10) is revised and supplepv.nted as,follomm Paragraph -two is deleted, Parac graph thre,e)s deleted, The following is added, Power service s -hall be single phase .:. 120/240 volt, 3 �wire 60 cycle A.C� (street li.ghting con tact6h(trafficsig na 1,grounded niautral serv.fca) Per. City: of Renton Standard Detle-ils- The power servine. point �shall �be.as noted an the Plans and . . shall be -verified by the utility, 8-20,3,(13) 111.1urninalion Systems &.2013(13)A Lilght: Standards Section &-20.3( :13)A is I deleted and repla I ced. as fotlows,� Light standards shall tw- handled when loading, unloading, and..erectina in such a manner that they will not be damaged. Any parts that are dam'aged due to the Contractor's operations shall be repaired or replaced at.the. Conit-ractor's expenw to the satk§femion of t -he Engineer. Light standards.s.hall not.be er ected on.cond're. te, f0undations::until foundations have sel at least 72* hours or, attained a compressive strength of 2,400, psi., and shall, be raked sufficienti. -to be ptumbr, after: aK load has been placed, or as otherwisedirected, bv th. e, Eng"- per, in Light Standards shall be>ereoted: in amordance with section 8-203(4). le, Anchor bolts shall extend through the. top heavy�hex nut t. wo full threads to the extent possib Anchor, bolts shall be tightened by the Turh­0f*­'N.Ut Tig I ht g Me I thod in accordance with Sect -ions 6�013(33) and 8�20.3( 4). Anchor bolts damagedafter the fourvdation concrete: is placed shaft not -be ropairedby bendingg orweldina, The.:Contractor's repair prociedure i� tobe.submitted,to the.Engineer-for a I prior to making any reppirs., The Procedure is to include remov . ing the damged poftn.,of the, anchor bak, c.u....ttine threads:.on the, undam. aged porfion to remain, the inst-all.,atio.n.of:an.approv,.e..d threaded sleeve nut and stud, anO repairfnq� the foundation, with epoxy concrete- repair, The qrotft pad shall notextend above:the elevati.on. ofthe bottom of the base SPA Anchor Bmw A one piece anchor base of adequate: strength,shapeand size:sball' be secured to. the lower; end of the: shaft:sllo. that the base shall be capable of ret.1Stin.g:atJtsyjotd pointlhe bendrig.. moment of the:shaft at its I (d point. The. base shall beprovi-ded with four slotted oi- rotmd yfe holes to receive the anchor -bolts. Nut covers shall be provided, with each pofe. Anch<w Solltc- Four steel an 0 -or boAts, each fitted with two hex nuts, and two washers, shall bo ..,Ished with .the e therrequir o 9 0 50), a. d 9 .6 pole. Anchor befts shall me... t I ints of Sect I ion n -0 _5(4), The anchor bolt yield point shall be:capable of resis ing the bending. rrio. m. nt of the pole shaft at its yield point. The. Contractorshall assure: that all anchor �bolts confon-n., to the recommended ASTM specirications of the pole manufacturer and shall: se-co.re and subm it to the City for approval ail manufacturer data on, pole be -tiding momen t,,anahor b0it fabrication data,, test results and any ot h.w- daita that may be required 1.6confirm that the anchor bolts meet these specificatjons� All hardWare& (bolts, nuts, screws., washers, 6,tc.)�noeded to complete the installation shall be. stain less: steel. 1Z, (Identfficabon for The. Contractor sball supply.'and install.:a. combination of 4 7digitsAnd ne le or on each.p.-ole, 0: whether individual lum. inaire or signal polewith luminaire. The, I letterand number-scombination S . h -all be movnted at.the:i 5 foot lsvol.on the n9traffic, Legend&rshalf be - pole facing:approsohi. sealed with transparen.t� film, resistant W dust,weather The decal mv arkers -shall be.2-112-inch squaire with vellow reflectorized. 2-Anch. leaerid- on a black backgra-und. The 1,D, number will be: as -signed, to each pple� at the �end. of the. Contra ct or project -by the Transportation -Maintenance Assistant Manager and coordinated through-Ithe City ins ectar. I P Cost forthe decals: shall be considered incidental to the Contract bid. Light standards shall -meet. the pole. detail requirement belb.w and the -datlail sheetson the approved plan documents, The pole. shaft shall be provided with a 4": x 6" flush hand hole. -near fhe. base and a: matching metal coversecured with stainless.. steel screws, or bolts., The pole shall be ad'usted for plurtib after all neede equipm, e nt: has beeninstalled. thereon, .1 d After.pc4e 'is installedand plumbed, nuts shall be tightened on anchor bolts, using: prpper sized soc*ets, open end, or box wrenches. Use of pliers, pipe wrenchers; or other tools that can darnage galvanizing vAll not be perm. itted. Tools shall be oUsufficient size. to.. aichieve adequate twquing of the nuts -The space: between "the. concrete foundation and the bottom of the pole basaiplate s -hall be filled m0thl. a dry pack Mortar grout and troweled -to a, snmoth finfS.1h conforming to the contour of: the pole base platle� Rwg NOTE: THE 2014 WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AND THE CITY OF RENTON SPECIAL PROVISIONS SHOWN ON THIS SHEET SHALL BE CONSIDERED PART OF THESE CONTRACT DOCUMENTS. THE FRONTAGE ILLUMINATION SCOPE OF WORK SHOWN ON SHEETS IL1.01 THRU IL1.09 SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE WSDOT STANDARD SPECIFICATIONS AND CITY SPECIAL PROVISIONS. Speciill ftovisitmj� 384710 R 384755 9-219.19, 139flast, Transf�cwmors z Al, 0 S Aw?05:11% 20u; W"woo, W$AAUqVXJt Augiza 1% 20 B C= Of Qj�_EVELQPER: cr-Ty- _0F,-.TX.-rVff10lN IKEA PROPERTY INC C>W10AFR I k4ftP4rr C>F FOLMNL.K-,", W<DM<S OF 420 ALAN WOOD ROAD �)�ER T. C; C5 CD CONSHOHOCKEN, PA 19428 z z 0� WAT FfKWTA &"TM 9 CONTACT: DAGHT E. SLATON VERMAL DATW CHECKM FOR COMPUNCE CONSTRUCT10N MANAGER z z CITY OF RENTON, NAVD 88 P: (610) 834-0180; C: 303-549-4623 00 b0_1 Y grrAMS V_ 45w,%� E: DUGHT.SLATON9111KE&COM Approved by: �td 4 PV - Date 1AJ EA RE U)) 20TENW K- VELOF%CHNT, RENTON, WA. > CA 2 WORKN&Y' DAYS r 3 4J ENGINEER: U-1 B194cpto": 4F Transportation Engineering NorthWest TDR Qf CY- Approved by: so,* ., TRANSPORTATION ENGINEERING NORTHWEST Transportation Planning I Design I Traffic Impact & Operations C==r%0= YOU CITY OF RENTON CONTROL Date 124,11 �p 0 4, , (2 - DA7E 0§Z1 0/2015 mE w. U 150012.56 f ai:il 11400 SE 8TH STREET, SUITE 200 cavm Wt UNA: 1961149069 TDR C5 POINT NO. 1864 WAS HELD Approved by: Date ONAL BELLEVUE, WA 98W4 cmemm GMQ SCALIE to FOR ELEVATION, BEING CONTACT: GLEN DuBREUIL FIKD MM PAW z 19.488 FEET (NAVD88) Approved by: Date *era--tr P: (425) 250-0582; C: (206) 295-6776 AFFFAXW - 1 =Z�_ MMTM OF PU§W WOWS 8HWT 10 Cr 10 45 04 D 704� 41,702 U4 Q M > z M z CD > C rn > rn CD 44h, z C) M z M C> M 9 CL > n ul > rn > C: = 10 CD 44h, z C) > e z g C> CL C05 J n ul tTJ E, > C: = 10 M < -0 -t 1,1Z. C� rD > e z g C> C05 J n ul w 1- -07 1 'w N I �- w 111111 � , - - I I A V 7- &•1 , • 7I 30- 4V IFY W " 0 wVT -Irl No. Date By Ckd. . 3.13.15 1 1100 PERCENT CO 2 6.11.15 JV C:FB TSG REMSION NO. 2 3 8.10.15 JV CFB ,SSG REVLON NO. 3 lil, I I � s� MN Q= TrE MMIA Q= THE MM/4 MC. %,, r"� wm APC FM THE W/41 Q= THE W/A %%C. M, rmk, W= wm Q= FeCOK OC COUNrY, STA"M a= WX%*CM4 Revision 0 c 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEY*4G, EWRONMENTAL SERVICES Will Alk ; ALlk, OCT Us '-7 P -A Tft KEnUP WT TO SCALE i!! STATE OF WASHINGTON REGISTERED LAND I T JEFF M. VARLfY CERTIFICATE No. 774 lam 2w Am....- - -;'". -- 'Nft ral 'M� w- W-Tvkl qg do T� 2-3a��ST Job Muj"kw C Sheet5 hwimitol 1 "=20* -Ow Cpwciwd CFO z vedicol ,4ppvbod JG c N/A DOM 06/23/14 4& 0 c 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEY*4G, EWRONMENTAL SERVICES Will Alk ; ALlk, OCT Us '-7 P -A Tft KEnUP WT TO SCALE i!! STATE OF WASHINGTON REGISTERED LAND I T JEFF M. VARLfY CERTIFICATE No. 774 lam 2w Am....- - -;'". -- 'Nft ral 'M� w- W-Tvkl qg do T� 2-3a��ST Job Muj"kw C Sheet5 > z z c CA r - CD 0 4& X 00 81 O O ' rn M m 'u p, m S CL > CD 0 4& X 00 81 O O ' rn M 'u p, CL !I • t �1 � • • • 03 • III i I Ie I I I i I I I I I I I i II I I� I I I I I I I I I I I , I I i I I I 1 I I I i I I 1 I i 1 1 I I I I I 1 I 1 1 1 1 i I � I 1 1 1 � � I 1 � I I I I I I 1 1 1 � 1 I I 1 I 1 I I I I I I I 1 I I I I I I 1 � 1 1 1 I I I 1 1 1 1 i 1 I I 1 1 1 I I 1 j 1 I � �i `1 No. I Dote 8y Ckdd.Revision 3.13.15 1!-100 PERCENT CONSTRUCTION DOCUMENTS 2 8.11.15 JVCFB JSG REVISION NO. 2 3 8.10.15 1 JV CFB 1JSG I REV`lN NO. 3 Dso* d ANscow: g,M„ imy Horizontol 1 "=20._0'0 Owdied CFO Vort±oo! Mrs JG Dot 06/23/14 N/A •r LKEA MN Q= THE ?W/A Q= 1HE W/4 Q= T23K rwr, WM A40 FN Q= THE W/A Q= THE W/A MC. W, MM, wm C" Q= FENTCK KM COLffi", Q= WA%VG1nN A 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PUWN*NG, SUR'VEYtNG, ENVIRONMENTAL SERVICES r • • .. �. AND i r rr r ' ..XA..I I.� a7► r • C D'. P,- __2� '"? JEFF M. VARLEY CERTIFICATE No. 774 V�T%tf* erzs-1 u 11 On Job Nu 0_<z T•! Z-4 z O � asp f P „"1 f C T m r J m m O � f „"1 f uq m CL Revision 0 IRRIGAT WAT FOR LKEA� MN TW NM/A Q= THE NW/4 Q= MC. 9%46T23K wm MC MN Q= TrE W/A THE W/A M I I w- I - 7 W= wm_ C" Q= FVNTCK KM 0OLP", STATE Q= *MB"PAGPON MATCHLINE: SEE SET L-2 o �'� l'� o o �'� ti\* o o *J''� tom* o w w w w INT OF CONNECTION WITH 211 Alkin F-DCVA Scope: 'I M, my Hmizwtol 1'=20' -Ow Cpwdwd CFO > vwticol Appmed JG N/A Dad* 06/23/14 z dQ O � m r m > of aft 61•,4 t Lea!!' ,� R IVA 94 SWA Q I AM 74 41F 7-4 o►t 0*0 46 EM 0,111 '0' 4 `��iA 0 1% rg dos ts It M 11 M10MIJIVEM Revision 0 IRRIGAT WAT FOR LKEA� MN TW NM/A Q= THE NW/4 Q= MC. 9%46T23K wm MC MN Q= TrE W/A THE W/A M I I w- I - 7 W= wm_ C" Q= FVNTCK KM 0OLP", STATE Q= *MB"PAGPON MATCHLINE: SEE SET L-2 o �'� l'� o o �'� ti\* o o *J''� tom* o w w w w INT OF CONNECTION WITH 211 Alkin F-DCVA w w w w w w w w 0* I IIMMIIII IIMMII MATCHLNNE: SEE SHEEP L-4 35 W W w ~��a 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX y�► qr 0 CIVIL ENGINEERING, LAND PLAMING, IENG SIURVEYING, ElOVIRONMENTAL, SERVICES NO TREES DUE TO UTILITY CONFLICT � 96 T—n w fw w -7 w w— i7 0 KEYLIAP NOT TO ScAi STATE OF WASHINGTON REGISTERED LANG A CT JEFF M. VARLEY CERTIFICATE No. 774 1AL 01 c: c Job %o*w 0 c 49000%0 V Shoot be L3 28 of Scope: M, my Hmizwtol 1'=20' -Ow Cpwdwd CFO > vwticol Appmed JG N/A Dad* 06/23/14 w w w w w w w w 0* I IIMMIIII IIMMII MATCHLNNE: SEE SHEEP L-4 35 W W w ~��a 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX y�► qr 0 CIVIL ENGINEERING, LAND PLAMING, IENG SIURVEYING, ElOVIRONMENTAL, SERVICES NO TREES DUE TO UTILITY CONFLICT � 96 T—n w fw w -7 w w— i7 0 KEYLIAP NOT TO ScAi STATE OF WASHINGTON REGISTERED LANG A CT JEFF M. VARLEY CERTIFICATE No. 774 1AL 01 c: c Job %o*w 0 c 49000%0 V Shoot be L3 28 of fill M, w w w w w w w w 0* I IIMMIIII IIMMII MATCHLNNE: SEE SHEEP L-4 35 W W w ~��a 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX y�► qr 0 CIVIL ENGINEERING, LAND PLAMING, IENG SIURVEYING, ElOVIRONMENTAL, SERVICES NO TREES DUE TO UTILITY CONFLICT � 96 T—n w fw w -7 w w— i7 0 KEYLIAP NOT TO ScAi STATE OF WASHINGTON REGISTERED LANG A CT JEFF M. VARLEY CERTIFICATE No. 774 1AL 01 c: c Job %o*w 0 c 49000%0 V Shoot be L3 28 of M, > z z dQ O � m r m > > z- dQ O � O0 ♦ 91 i go i • II� 1 I I I I 1 1 1 � i 1 I 1 1 1 1 1 I l 1 1 1 1 1 1 I � I 1 1 ' I I I 1 � 1 1 I I � � I i 1 1 1 i 1 I 1 I C3 ' I I I 1 1 1 i 1 1 � 1 1 I 1 � I 1 � 1 I 1 1 I I i r � � 1 1 1 1 � 1 I 1 1 1 E ' I 1 1 a 1• 1 r I I 1 I 1 I I +1 i No. Dote By Ckd. Revision 3.13.15 100 PERCENT CONSTRUCTION DOCUMENTS 2 6.11.15 JV CFB JSG REVISION NO. 2 3 8.10.15 1 JV I CFB JSG I REVISION NO. 3 0 lz FOR L[CF,,AA MN Q= THE WIA Q= THE A ffiC. 3t T2341 wm MD FM THE W/4, THE W/A ffic. My TM7 W= wm C" F13FCK KWj COLA", STATE Q= WASHPGTCN *O MATCH.NE: SEE SHEET L-3 MATCHLINE: SEE SHEET L-5 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGNdEERING, U1N0 PLANNING, SURVEYING, ENVIRONMENTAL SERVICES RE Kqj . [:t] lw n A D 0 0 u J IW 11' J VFF i!l STATE OF WASHINGTON REGISTERED LAND ECT Z JEFF M. VARLEY CERTIFICATE No. 774 9,0-*V*P--,f3-2 -11 Tft Job Number N 6e36 ' • do A dM • +i C"lt!5 � 2 s`41 L4 ,, 28 E SCO wow w- i3: m c A#V Horizontol P: fI 1"=200' -Ow Cpwdnd CFO ii M 01. ch � b d n CD C Vrertkol j4ppme JG O m N/A Date 06/23/14 m 0 lz FOR L[CF,,AA MN Q= THE WIA Q= THE A ffiC. 3t T2341 wm MD FM THE W/4, THE W/A ffic. My TM7 W= wm C" F13FCK KWj COLA", STATE Q= WASHPGTCN *O MATCH.NE: SEE SHEET L-3 MATCHLINE: SEE SHEET L-5 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGNdEERING, U1N0 PLANNING, SURVEYING, ENVIRONMENTAL SERVICES RE Kqj . [:t] lw n A D 0 0 u J IW 11' J VFF i!l STATE OF WASHINGTON REGISTERED LAND ECT Z JEFF M. VARLEY CERTIFICATE No. 774 9,0-*V*P--,f3-2 -11 Tft Job Number N 6e36 ' • do A dM • +i C"lt!5 � 2 s`41 L4 ,, 28 E o� i3: m c z P: fI c ii M 01. ch � b d n CD C NZ O m m rn Cr.l m D o� z Co m � b d n CD C 00 O rn Cr.l If t i „ • a w r r 'I I. ■ �y 1 1 1 1 1 1 1 • Date By Ckd• Revision 3.13.15 100 PERCENT CONSTRUCTION DOCUMENTS 2 6.11.15 JV CFB JSG REVISION NO. 2 3 8.10.15 1 JV I CFB IJSG REVISION NO. 3 SCOW N4w AIV Diem JW Horizonto! 1~=20'-0" Owelad CFO Vw6col JG ON* 06/23/14 N/A 1�► 41iiwazillmollm Vb M HCEA FM Q= THE NWA Q= THE NW, A Q= k% 7MK FM WM AkV M Q= THE PO/A THE W/A cEC. W, TMI wm - iUK KM COLNTf, STA"M Q= WA%*4GTCN C" P % MATCH. : SEE SHEET L-4 MATCH.. : SEE SNI N1E" L-6 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANWNG, SURVEYING, ENVRONMENTAL SERVICES MATCHLINE� SEE SHEET L-9 i!!V STATE OF WASHINGTON REGISTERED LAND TECT v LEY CERTIFICATE No. 774 vw*-� $ -1.6' 384760 forApp"O lit Willi • v+ c Job Nunw�tr Tf c v !� 4 .. • •XA 00 Sh"t L5 Of 28 b n -� 9z 4* .++ z _ r o� c z �> m m m D D m m (� o �n � I z cn C2 d, �m a �C d7 z m n' z m 0 D O Z G7 Z C 3 m m nD o� O �> o C, C o o 00 O Ivy wZ M a D I nD O o C, C Wo I fly I Ckd. kw- �' JV CFB JSG JY CFB JSG -. SP 40 Nown FM PLANT u00c M @Nwr L-lL ro= ftw nAwr U�o = SNEU L - x P011 L.MQ�.ME NO'IN MO �fAL> ! i!f L-� POII 11E 1!!MlION !'L/ill 1M IIF rnmi'mowa zo 40 80I—SQ 'l 1-0i No. Date By Ckd. Revision 3.13.15 100 PERCENT CONSTRUCTION DOCUMENTS 2 6.11.15 JV CFB JSG REWSION NO. 2 3 8.10.15 JV CFB JSG REVISION NO. 3 u IRMA M 'k ld FOR IK E� �A— Q= M�E Q= THE UcEc- x%, TMK wM AND FN Q= THE W/41 Q= THE W/44 . -. u%7 almoddh6AMbak S 7 W= wM C" Q= FENTCK KM COLPPY, STATE Q= WA%NGIUN MATCHL : SEE SHEET L-9 MATCHL : SEE SHEET L-7 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANING, SUWVEYING, ENVIRONMENTAL SERVICES gas i i • i � i r POO r sccge: Owi�+rd . 1 1 pM JYV Horizontol �t 0 x 1"=20'_0. Ch@CW CFO _ -a O x Verfico! j4ppvbed JG F-� N/A 08jt 06/23/14 Im FOR IK E� �A— Q= M�E Q= THE UcEc- x%, TMK wM AND FN Q= THE W/41 Q= THE W/44 . -. u%7 almoddh6AMbak S 7 W= wM C" Q= FENTCK KM COLPPY, STATE Q= WA%NGIUN MATCHL : SEE SHEET L-9 MATCHL : SEE SHEET L-7 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANING, SUWVEYING, ENVIRONMENTAL SERVICES gas i i • i � i r POO r i!! STATE OF WASHINGTON REGISTERED LANDSCANG. iawIEcr JEFF -W. VARLEY CERTIFICATE No. 774 � ' 1 ":"I I 4d ,4 C Tft Job Number 40 111111 q I I • OWN - ..rw ..r1 .. • .� • dw NA ,W • .., JV .. �. .... ar■4 • „ L r 1 1 la �t 0 x �a turn _ -a O x E: " [j F-� m I a -'�' Im 2 CIA w O r .. 'w M O O EJ:Ai i!! STATE OF WASHINGTON REGISTERED LANDSCANG. iawIEcr JEFF -W. VARLEY CERTIFICATE No. 774 � ' 1 ":"I I 4d ,4 C Tft Job Number 40 111111 q I I • OWN - ..rw ..r1 .. • .� • dw NA ,W • .., JV .. �. .... ar■4 • „ L r b 0 O z ") C2 Mcn m -0 • �Z o rM Al s r 1 ra z M n 0 M z 0z c 3 ImM D °Iz �t 0 x Z _ -a O x E: " [j F-� m I a -'�' Im 2 CIA w O r M M O O M O w Z D 446 b 0 O z ") C2 Mcn m -0 • �Z o rM Al s r 1 ra z M n 0 M z 0z c 3 ImM E rn v T D n 0 a 0 h �I O �Z F-� O I a -'�' 446 2 CIA w O r O O O ' w Z 446 E rn v T D n 0 a 0 No�E� P011 LAlpf.MEPLANT LSC E GHEET L -LL P011 mm QAmm ly.A11f IIA1wAL LSD M iMMT LAA POiI AND OlTALa ! iaw L -K POR 11E 1!lvlmwAION R/iN M Nlft lIH 71M 1l16 -a rm2o,�w o zo so iii No. Dote By Ckd. 3.13.15 100 PERCENT CO 2 8.11.15 JV CF8 JSG REVISION NO. 2 3 8.10.15 JV ICFB,JSG REVISION NO. 3 Revision DOCUME lu'1111 a h s i► r '�■► 11 n I i j M TW NM/A Q= THE NMA SEC. 3t TM wm AND MN Q= THE ?0/41 Q= THE W/A MC. 36, rM, wm Cff Y F*%TCK KM COUWY, SrATE Q= WASHNaMN MATCHL : SEE SHEET L-10 IIMMII AM I 7A r2% 6 m I i L. -: MY 5'' rok!ffii 0 $A " 44 (/*, I P, go 1111140 0 a 40 IWO 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGWEERING, LAND PLANNING, IG, SIOV NG, ENVIRIONIWENTAL SERVICES !i i ice► _ �: t■M-i-A► KEYMAP WT TO SM 0! STATE OF WASHINGTON REQISTERED LA14Dsc MW4Ecr JEFF M. VARLEY CERTIFICATE N 774 vwpllt� 9-2,r,--I(o �w IV an ALI EPA Job Number �w • 0 SCO Damow N Doe" AN Horizontal C 1 '0=200-0" Chsdad CFO c V*dicol Mraswe JG N/A Dry 06/23/14 m lu'1111 a h s i► r '�■► 11 n I i j M TW NM/A Q= THE NMA SEC. 3t TM wm AND MN Q= THE ?0/41 Q= THE W/A MC. 36, rM, wm Cff Y F*%TCK KM COUWY, SrATE Q= WASHNaMN MATCHL : SEE SHEET L-10 IIMMII AM I 7A r2% 6 m I i L. -: MY 5'' rok!ffii 0 $A " 44 (/*, I P, go 1111140 0 a 40 IWO 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGWEERING, LAND PLANNING, IG, SIOV NG, ENVIRIONIWENTAL SERVICES !i i ice► _ �: t■M-i-A► KEYMAP WT TO SM 0! STATE OF WASHINGTON REQISTERED LA14Dsc MW4Ecr JEFF M. VARLEY CERTIFICATE N 774 vwpllt� 9-2,r,--I(o �w IV an ALI EPA Job Number �w • 0 L Z C Z3G c C„ Nz m Z m O D D V O Vl 0 d CD 00 O �z CL H d s1.7r r14L r w •j r407 ♦ .110 Alk INTCHUNE: SEE SHEET L-2 Q fNo. Date By Ckd. Revision 3.13.15 1100 PERCENT CONSTRUCTION DOCUMENTS 2 6.11.15 JV CFB JW R'EWSION N0. 2 3 8.10.15 1 JV CFBJSG REWStON NO. 3 fm �mi miiiiiiiiiiiiii w Aram J11V wrizontol 1 w=20•-0* CPwciwd CF8 V4er►i�icol bawd JG Oak 06/23/14 N/A ■r► Mr'Tlit-111-111 :A fi� lill r FOR I)CPaA FM Q= TrE NWA Q= THE W/4 Q= MC. MM wm AND PM Q= TtmE HS/49 Q= THE /A MC. i q TM9 wm C" F*NTCK KIC COL#M, STA"M Q= WA%*4GTCN MATCHLINE: SEE SI -IFFY L-11 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGNEERiNG, LAND PLANNING, SURVEYING, ENTAL SERVICES Ct ' r --z- e- � -.0 - ala STATE OF WASHINGTON R GISTS E LAN IV TECT JEFF M. VARLEY CERTIFICATE No. 774 V).Wlg� 8-25":11 �` .:. �..: +'�,,�• .rte, 'rt: Roc%NmwrxW for AAw, .. ,.. am. ,.... --...... v_ — ! • • ar • dmlikk• 136 Sleet i 6 E v Cn C On 0 -n n 7 aC L f_7 b d C - z CD cog r c CA C 1 z m Z y �W zm m m O D 0 z G z c 3 m m n o� S L f_7 b d C - z CD cog r O o x s C/1 C 1 z m Z y �W n S :7 f_7 - 13 • w a •Fiv T, < • •W1.+ wIry I s • l • • 424 No. Date By Ckd. Revision 3.13.15 100 PERCENT CONSTRUCTION DOCUMENTS 2 6.11.15 JV CFB JSG REVISION NO. 2 3 8.10.15 1 JV I CF'B IJSG REVISION NO. 3 IKFAA FTN CF THE NVAIA OF THE NWA14 CF 3t T23K WM �w =- AND FTN CF THE PS/4, CF THE W/A SEC. 3167 1 23K wM aTY F*3aCK KNG COUNTY, OF Si MATCI-L1�3EE 31-�Ef L-12 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, E NTAL SERVICES I< 1C MOa ;MR "V 11111V'W'T Illy, T 1111 4�1 11p, A ALC KEYAP NOT TO WA�E i!l 4 STATE OF WASHINGTON REGISTERED L nw ITECT JEFF M. VARLEY CERTIFICATE No. 774 0100", --- -- ---" • ,,, • �..i +�. a..r •.ori' .. `a4A -A I Com: (Z, 3av - - -)6 v D Score: _� z <' 0 a pl„ , SMV Horizontal 1~=20'-0" C 1 31 vertical JG � M M N/A Dat 06/23/14 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, E NTAL SERVICES I< 1C MOa ;MR "V 11111V'W'T Illy, T 1111 4�1 11p, A ALC KEYAP NOT TO WA�E i!l 4 STATE OF WASHINGTON REGISTERED L nw ITECT JEFF M. VARLEY CERTIFICATE No. 774 0100", --- -- ---" • ,,, • �..i +�. a..r •.ori' .. `a4A -A I Com: (Z, 3av - - -)6 v D z <' 0 a o� z y C 1 31 IM z M � M M D �o 0 a z G z C 3 CDM E v On C Job Number a C 4� o� y T y � � 1 �o �73 �� w r E v On C Job Number a C 4� or qr w A T 4 f w FOR —L—FrEA MN Q= THE WIA Q= THE NW/4 CF 3t r"� WM AND MW CF TrE W/41 Q= THE ?0/4 MC. M, MR, WWM CffY CF MK KM CCL#M, STATE CF WASHNGTCN KEYCAP NOT TO SCALE i!!p STATE OF WASHINGTON REGISTERED, JEFF M. VARLEY CERTWICATE No. 774 f4T t m*-, & -zs-;- * �►o . d _0 G • 4!7*0P , 1wo 1 3m 3 47" scoic i Job Numbor Revision 18215 72ND AVENUE SOUTH --� i • • • • ; 100 PERCENT CONSTRUCTION DOCU6AENTS REVISIOOHwizontol KENT, WA 98032 • ®�® N N. 2 Mom: (425)251-6222 (425)251-878--_ 2 FAX Vortkal 0 XA dw dw Ilk a CIVIL ENGINEER*4G, LAND PLAMMNG, • - -- - - - • N/A SURVEYING, ENVIRONMENTAL SERVICES fir. 3twl E N MM M - i J (n Z o z 0 c rl m Z m m > i J (n L n 0 O rl F -3O C> C (n L n 0 rl 0 ml z G z c 3 n I i d6 $' D 4 Z z � c rn r T U4 CD r O 0010 O n m W m b 0 ml z G z c 3 n I i U4 CD r O 0010 O n W ct� 1 Al;�—, - 'Os' 2vl- -�7 (40dr z G 2 -1 Gn Z' 4: rn j O 1 A ct� 1 Al;�—, - 'Os' 2vl- -�7 (40dr LANDSCAPE PLANTING NOTES AND MATEMkLS 900FE cog FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90 -DAY MAINTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM OF FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE-ESTABLISHING FINISH GRADE AND RE -MULCHING TO SPECIFIED DEPTH. REPAIR OF IRRIGATION SYSTEM: DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH CONDITIONS PRIOR TO THE DAMAGE. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 90 -DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. SUBMITTALS: SUBMIT FIVE (5) COPIES THE FOLLOWING TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO THE START OF ANY WORK: A) DOCUMENTATION THAT ALL PLANT MATERIAL HAS BEEN ORDERED. B) TOPSOIL ANALYSIS AND RECOMMENDED AMENDMENTS. C) TREE STAKING AND GUYING MATERIALS. D) ONE (1) QUART SIZE OF TOPSOIL AND MULCH. E) PLANTING SCHEDULE INCLUDING DATES AND TIMES. F) MAINTENANCE INSTRUCTIONS FOR ONE (1) FULL YEAR. MATERIALS: PLANT MATERIALS: PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (AAN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI 260.1-2004). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL" INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE AND ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL. D) LABEL AT LEAST ONE (1) TREE, SHRUB, AND GROUNDCOVER OF EACH VARIETY WITH A SECURELY ATTACHED WATERPROOF TAG BEARING LEGIBLE DESIGNATION OF BOTANICAL AND COMMON NAMES. E) DELIVER PLANT MATERIAL AFTER PREPARATION OF PLANTING AREAS HAVE BEEN COMPLETED AND PLANT IMMEDIATELY. IF PLANTING IS DELAYED MORE THAN SIX (6) HOURS AFTER DELIVERY, SET MATERIAL IN SHADE, PROTECT FOR WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOT BALLS MOIST BY COVERING WITH MULCH, BURLAP OR OTHER ACCEPTABLE MEANS OF RETAINING MOISTURE. SOIL PREPARATION: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTILIZER NOTED BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, TO NORTHERN LIGHTS ANALYTICAL & CONSULTING INC. RAVENSDALE WA, TEL. 253-653-5770 OR, EQUIVALENT TESTING LABORATORY, FOR TEST #A05-2. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST -CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. No. I Late By Ckd. Revision 3.13.15 100 PERCENT CONSTRUCTION DOCUMENTS 2 6.11.15 JV CFB JSG REVISION NO. 2 3 8.10.15 JV 1 CFB jJSG REVISION NO. 3 Im �. � � WA FOR 11CFaA MN Q= THE NNA Q= THE A Q= MC. 9%4. r",� W= WM AfD FM Q= TrE W/4, Q= TrE W/A MC. W, rMk, wm C" Q= RNMOK KM COL#M, STATE Q= WA%*4GTM A) TOPSOIL: MULCH: o D CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND/OR SEED. APPLY SUFFICIENT QUANTITY m z ZC THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED TO PROVIDE A 2 -INCH DEPTH. y i HERE -IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL Verticol JG RESULTING FROM CONTAMINATED OFF SITE SOURCES. UTILITY CLEARANCES: B) TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC FIELD ADJUST PLANT LOCATIONS FOR 8 -FOOT SEPARATION OF TREES/SHRUBS AND 2 -FOOT _0z TOPSOILS, INC. WINTER MIX TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. m VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR m D EQUIVALENT. AT MINIMUM, TOPSOIL PRODUCTS BROUGHT ON SITE TO CONTAIN CLEANUP AND PROTECTION: AMENDMENTS AS LISTED IN "C". DURING LANDSCAPE WORK, KEEP ALL PAVEMENT CLEAN AND WORK AREAS IN AN ORDERLY C) TOPSOIL TO INCLUDE THE FOLLOWING AMENDMENTS AS NECESSARY: CONDITION. PROTECT LANDSCAPE WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET: OPERATIONS AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE 1. 6 -CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON-FARM PERIOD. TREAT, REPAIR, OR REPLACE DAMAGE LANDSCAPE WORK AS DIRECTED BY THE OWNER. 3 ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAR 12" MAX. LIP PRODUCTS. PLANTING MAINTENANCE: iD 2. 30 -POUNDS NITROFORM (38-0-0) PROVIDE FULL MAINTENANCE BY SKILLED EMPLOYEES OF LANDSCAPE INSTALLERS. CONTRACTOR TO 3. 5 -POUNDS AMMONIUM SULFATE MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE - 4. 40 -POUNDS CALCIUM CARBONATE LIMESTONE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING 5. 40 -POUNDS DOLOMITE LIMESTONE AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, 6. 5-OUNES BORON (AS BORAX) RE-ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER LAWN ESTABLISHMENT. ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR TO INCORPORATION INTO TOPSOIL. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED D) PLANTING BACKFILL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS: IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. 1. 0.6 -CUBIC YARDS PER VOLUME TOPSOIL 2. 0.4 -CUBIC YARDS ORGANIC COMPOST. IRRIGATION MAINTENANCE: 3. 3 -POUNDS NITROFORM (38-0-0) THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER 4. 1 -POUNDS AMMONIUM SULFATE DISTRIBUTION AND PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE 5. 2 -POUNDS CALCIUM CARBONATE LIMESTONE REPLACED AND/OR CORRECTED. PLANTING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE 6. 2 -POUNDS DOLOMITE LIMESTONE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. E) TOPSOIL PREPARATION AND INSTALLATION: CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES. 1. VERIFY SUBGRADES TO -7 INCHES IN LANDSCAPE AREAS AND -18/24 INCHES IN PARKING LOT ISLANDS BELOW FINISH ELEVATION, OR AS INDICATED ON PLANS. THIS ACCOMMODATES, TOPSOIL, AMENDMENTS, AND MULCH. 2. ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB -GRADE PRIOR TO SUB -GRADE PREPARATION. 3. THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB -GRADES WHICH HAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90 DEGREES TO EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED EQUIPMENT AND AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS. 4. REMOVE SOIL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB -GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL. 5. REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS. 6. PARKING LOT PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE MATERIAL AND UNDERLYING SUBSOIL TO 18 INCHES BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PLANT PIT BOTTOM 12 INCHES TO MINIMIZE STRUCTURAL COMPACTION. F) TOPSOIL PLACEMENT: 1. PROVIDE A TOTAL FINISH COURSE OF 4 INCHES OF TOPSOIL FOR LANDSCAPE AREAS AND 18/24 INCHES IN PARKING LOT ISLANDS. 2. IN ALL LANDSCAPE AREAS, PLACE 2 INCHES (6 INCHES IN PARKING LOT ISLANDS) OF TOPSOIL MIX WITH AMENDMENTS OVER THE PREPARED SUB -GRADE AND THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB -GRADE FOR A TOTAL DEPTH OF 8 INCHES IN LANDSCAPE AREAS (12 INCHES IN PARKING LOT ISLANDS). PLACE AN ADDITIONAL 2 INCH LIFT OF TOPSOIL, IN ALL LANDSCAPE AREAS AND A MINIMUM 12 INCH LIFT IN ALL PARKING LOT ISLANDS, FOR THE FINAL TOPSOIL DEPTH OF 4 INCHES IN LANDSCAPE AREAS AND 18/24 INCHES IN PARKING LOT ISLANDS. 3. PLACE ADDITIONAL TOPSOIL AND SOIL MIX AS REQUIRED TO MEET FINISH ELEVATIONS. ORGANIC MULCH (TOPDRESSING): ONE -HALF-INCH (1/2") SIZE, TO ONE-QUARTER (1/4"), HEMLOCK/FIR BARK. FINE TEXTURED AND DARK BROWN IN COLOR. STAKES: 2 -INCH DIAMETER BY 8 -FOOT MINIMUM LODGEPOLE PINE STAKES. GUY MATERIAL: 1 -INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. LAWN: COMMERCIAL SEED AS NOTED ON PLAN. HERBICIDE: HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. ANTI -DESICCANT: "WILT -PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION: CONTAMINANTS: VERIFY THAT ALL SOIL CONTAMINANTS (E.G., PAINT, SEALANTS, SOLVENTS, OILS, GREASES, CONCRETE/ASPHALT SPOILS, ETC.) HAVE BEEN SATISFACTORY REMOVED FROM ALL PLANTING AREAS. DO NOT BEGIN WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. FINISH GRADES: FINE GRADE AND REMOVE ROCKS, DEBRIS, AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS AND 1 -INCH BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH OR LAWN. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. MOISTEN PREPARED AREAS BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE PLANTING. DO NOT CREATE MUDDY SOIL. TREES AND SHRUBS: ARRANGE TREES AND SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES, SHRUBS, AND SUPPORTS TO STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. GROUNDCOVERS: EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. PROTECT TRUNK AND LIMBS FROM INJURY. BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. (2) LODGEPOLE STAKES, WITH ELASTIC CHAIN -LOCK TYPE GUYS TIED IN FIGURE EIGHT, REMOVE AFTER ONE GROWING SEASON, STAKES AND TREE TO BE PLUMB PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PLANTING LAWN PLANTING; PROVIDE 3'0 "NO GRASS" TREE RING AND 2" DEEP MULCH LAYER IN WELL. HOLD BACK FROM TRUNK 8" TO 10" FINISH GRADE , PREPARE PLANTING BED PER SPECS; AT MIN., LOSSEN AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 2 TIMES BALL DIAMETER REMOVE ALL WRAP, TIE5, AND QUTAINE SCORE ROOTBALL AND WORK NURSERY AWAY FROM PERIMETER ROOTS SET BALL ON UNDISTURBED BASE OR C, MOUND UNDER BALL PENETRATION TO SUBBASE 24" MINIMUM DEC�UOUS TSE FtAffTING.VSTAKING IM7AL NOT TO SCALE DO NOT DAMAGE LEADER DURING INSTALLATION (2) LODGEPOLE STAKES; TIE AT APPROX. 113 TO 1/2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT PATTERN. STAKES AND TREE TO BE PLUMB 3" DEEP SAUCER FOR WATER 2" DEEP MULCH LAYER REMOVE ALL TIES, WRAP & CONTAINERS. �N�'' A z FREE PERIMETER ROOTS FROM NURSERY BALL 1" EXCAVATE TREE PIT AT A MIN. OF 2 TIMES `O DIA. OF ROOTBALL AT BALL CENTER, TAPERING PIT GRADE TO FINISH GRADE PIT SPOILS, NURSERY BALL WASTE BACKFILL ` `\ SET BALL ON UNDISTURBED SUBGRADE, OR COMPACTED SOIL. NOTE: LIGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL ONLY; NO FERTILIZER IN PLANTING PIT. WORK PERIMETER ROOTS FREE OF NURSERY BALL. BALL & PIT TO BE COURSELY SCARIFIED. _ • _ .� �. "OOM 41101 &I..�r NOT TO SCALE 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANKING, SURVEYING, ENVIRONMENTAL SERVICES i •s" LAI u nt , I ♦vrn NOTE: REMOVE CONTAINER AND WORK •C ROOTS FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY. SEE PLANT UST FOR PUNT SPACING. (lL� !R= YLiQI CFKX#43C*VER PLANTM MTAL NOT TO SCALE HOLD PLANTS Fes"" EDGE OF PLANT AS NOTED ON F BED LINE EDGE CURB/WALK - SPACING AS CALLED OUT ON PLAN/PLANT LIST HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO p� SPACM -■GROUNDCOVER AND FORMAL f `�r �A� MT/'L SHRUB ROW PLACEMENT. Scak: 11.1 led jmv o D Do, Jw MOr'izontol m z ZC N/A Chid Cm y i Verticol JG BERM HEIGHT 6" MIN. 1-1 /2" DRAIN AT LOW N/A Oak 06/23/14 s POINTS & 10' SPACING PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. PROTECT TRUNK AND LIMBS FROM INJURY. BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. (2) LODGEPOLE STAKES, WITH ELASTIC CHAIN -LOCK TYPE GUYS TIED IN FIGURE EIGHT, REMOVE AFTER ONE GROWING SEASON, STAKES AND TREE TO BE PLUMB PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PLANTING LAWN PLANTING; PROVIDE 3'0 "NO GRASS" TREE RING AND 2" DEEP MULCH LAYER IN WELL. HOLD BACK FROM TRUNK 8" TO 10" FINISH GRADE , PREPARE PLANTING BED PER SPECS; AT MIN., LOSSEN AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 2 TIMES BALL DIAMETER REMOVE ALL WRAP, TIE5, AND QUTAINE SCORE ROOTBALL AND WORK NURSERY AWAY FROM PERIMETER ROOTS SET BALL ON UNDISTURBED BASE OR C, MOUND UNDER BALL PENETRATION TO SUBBASE 24" MINIMUM DEC�UOUS TSE FtAffTING.VSTAKING IM7AL NOT TO SCALE DO NOT DAMAGE LEADER DURING INSTALLATION (2) LODGEPOLE STAKES; TIE AT APPROX. 113 TO 1/2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT PATTERN. STAKES AND TREE TO BE PLUMB 3" DEEP SAUCER FOR WATER 2" DEEP MULCH LAYER REMOVE ALL TIES, WRAP & CONTAINERS. �N�'' A z FREE PERIMETER ROOTS FROM NURSERY BALL 1" EXCAVATE TREE PIT AT A MIN. OF 2 TIMES `O DIA. OF ROOTBALL AT BALL CENTER, TAPERING PIT GRADE TO FINISH GRADE PIT SPOILS, NURSERY BALL WASTE BACKFILL ` `\ SET BALL ON UNDISTURBED SUBGRADE, OR COMPACTED SOIL. NOTE: LIGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL ONLY; NO FERTILIZER IN PLANTING PIT. WORK PERIMETER ROOTS FREE OF NURSERY BALL. BALL & PIT TO BE COURSELY SCARIFIED. _ • _ .� �. "OOM 41101 &I..�r NOT TO SCALE 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANKING, SURVEYING, ENVIRONMENTAL SERVICES i •s" LAI u nt , I ♦vrn NOTE: REMOVE CONTAINER AND WORK •C ROOTS FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY. SEE PLANT UST FOR PUNT SPACING. (lL� !R= YLiQI CFKX#43C*VER PLANTM MTAL NOT TO SCALE HOLD PLANTS Fes"" EDGE OF PLANT AS NOTED ON F BED LINE EDGE CURB/WALK - SPACING AS CALLED OUT ON PLAN/PLANT LIST HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO p� SPACM -■GROUNDCOVER AND FORMAL f `�r �A� MT/'L SHRUB ROW PLACEMENT. TOPSOIL 2" MULCH FINISH GRj LAWN — SHOVEL -CUT TRANSITION u i!! STATE OF WASHINGTON REGISTEREQ LANDSCAPS ARCSTECT JEFF W. VARLEY CERTIFICATE No. 774 0w%"w:;p &azw R=384770 MAN TwIG Bc:u ADJACocP(T TO LAWN DETAL. NOT TO SCALE FINISH GRADE AT 2" MULCH LAYER 4:1 SLOPE MAXMAUM 2% SLOPE AIMVMIUAd CURB PER CIVIL TOPSOIL AS SPECIFIED DRAWINGS (WALK � IFIT_ FINISH GRADE AT SIMILAR) 3:1 SLOPE MAXIMUM 1" MAX. NOT TO SCALE 40 IWO Job Number IND "U 10:1 SLOPE MINIMUM PREPARED SUBGRADE 1" MAX. CLEAR Ift CXMIMI (CUR'S SIMILAR) 1111111117JV4 Fog, •..I EPA A AM NOT TO SCALE o D o� TOPSOIL SETTLED m z ZC OVER ALL TOPSOIL DEPTH OF 3 FEET (COMPACTED CONDITION) y i CURB BERM HEIGHT 6" MIN. 1-1 /2" DRAIN AT LOW 0 000 s POINTS & 10' SPACING _0z SOIL LINE: 3" -- MAXIMUM m IN MULCH, 1" m D IN LAWNN -•— PAVING (SEE �- CIVIL PLANS) SUBGRADE REMOVE EXCESS GRAVEL - - `N ��//, AND PAVING .00 \\, 3 COARSE TRANSITION FROM TOPSOIL 12" MAX. LIP TO SUBSOIL iD NOTE: OVER EXCAVATE PARKING LOT PLANTERS - TO LOOSEN COMPACTED SUBBASE GPIADM • PAW3NG LOT PLANTEIRS M7AL NOT TO SCALE TOPSOIL 2" MULCH FINISH GRj LAWN — SHOVEL -CUT TRANSITION u i!! STATE OF WASHINGTON REGISTEREQ LANDSCAPS ARCSTECT JEFF W. VARLEY CERTIFICATE No. 774 0w%"w:;p &azw R=384770 MAN TwIG Bc:u ADJACocP(T TO LAWN DETAL. NOT TO SCALE FINISH GRADE AT 2" MULCH LAYER 4:1 SLOPE MAXMAUM 2% SLOPE AIMVMIUAd CURB PER CIVIL TOPSOIL AS SPECIFIED DRAWINGS (WALK � IFIT_ FINISH GRADE AT SIMILAR) 3:1 SLOPE MAXIMUM 1" MAX. NOT TO SCALE 40 IWO Job Number IND "U 10:1 SLOPE MINIMUM PREPARED SUBGRADE 1" MAX. CLEAR Ift CXMIMI (CUR'S SIMILAR) 1111111117JV4 Fog, •..I EPA A AM w 0 z G z c 3 tom o D o� m z ZC z y i CD00C 0 000 m _0z C)b m m D CalZ w 0 z G z c 3 tom o� CD00C 0 000 0 C)b CalZ N01'� FOR 1�. FOR NO= = Saw L-!'7. r 0 20 40 80 I ----------------- __________ w w w w W W W- W W W W I# CA w w ! i G`III 01 i I II illlil � i IIIII IIIIII Illl Illll 180 I IIII IIIII I o1 135 01 �„ Illi IIIIII � � `� IIII illlil 01 1i IIIII eo I� 13 4 IIII III I � r I f It 01 iso 01 80 i � IIIII IIII i IIIII IIIIII IIIII 111111 0 � 01 III 111111 1 180 01 cV) 0 01 80 s III I IIIII � ill l ill (� l ------ --_ -_ Ili I Illillcy._ i III I 01 270 2 I IIII i ° IIIII II I 1 so i IIIII ill II � [ L 111 � IIII 1 II II III II 0 180 I� Ilii N C it Il ill I o 1 i � ; it ll 11111 01 4 11 III 1 01 II II IIIII it II illlil � �i I II III I 110 01 ll II IIIIII i1 II illlil 1 ILII Illill � 1" XeLaw U5 umi 4 Ilill ' II II i I I IIIII IIIII ' illy i I II illy i a hill II II Ln III I I� IIIII i IIIII ' IIIII �i � IIIII i IIII ' IIIII III I IIII III I III I ' III I III i � IIIII a i 01 1 0 x 1.5" i X 1S SHRUB 0 No. Orate 8y Ckd. Revision 3.13.15 100 PERCENT CONSTRUCTION DOCUMENTS 2 6.11.15 JV CF8 JSG REVISION NO. 2 3 8.10.15 JV CFEI JSG I REVISION NO. 3 01 0 01 01T 1 FOR 17CEA C= T�E WIA o= W/4 Q= SEC. 3t , wm A4D FN Q= ODE W/A Q= 7HE W/A W, rmk, wm COY c FENrCK KM MUMY, oc7A"M o= WA%*4I37CN ! t W --- W W w w w -- VY W W W 1 r -~ N 10, ...,. / / • / / w Z10 Z-10 44' 1107- 13 0or r H6 06 MOUNT CONTROLLER ON EXTERIOR WALL. INPUT: 1 17VAC +/-1079 60 Hz. OUTPUT: 26.5 VAC, 1.5 A. LOCATION PER ELECTRICAL PLANS, AS DESIGNATED. INSTALL 2 1/2" DIA. PVC CONDUIT FOR 24V ELECTRICAL WIRING FROM THE CONTROLLER TO LANDSCAPE AREA. PAINT CONDUIT TO MATCH BUILDING COLOR. MOUNT RAIN SENSOR ON WEATHER EXPOSED PORTION OF EXTERIOR WALL AT 8' — 9' HEIGHT. INSTALL PER MA UFACTURER'S WRITTEN INSTRUCTIONS. DESCRIPTION ■KEA SPO NKLER HEADS: RAIi�NID 18012 -SAM -PRS POP-UP FOR SPRAY HEADS SYMBOL NOZZLE PSI GPM PRECIP. RADIUS SYMBOL DESCMP • * * e 0 © Scale: . �� IspledDrown F, H. T, 0 SERIES imv Horizontal 0.57, 1 "=20'_0" Cjjwjwd CFO 0.19 1.83 5' Vertical JG MP 1000 F, TT, H, T, 0 SERIES N/A Oak 06/23/14 0.57, 01 0 01 01T 1 FOR 17CEA C= T�E WIA o= W/4 Q= SEC. 3t , wm A4D FN Q= ODE W/A Q= 7HE W/A W, rmk, wm COY c FENrCK KM MUMY, oc7A"M o= WA%*4I37CN ! t W --- W W w w w -- VY W W W 1 r -~ N 10, ...,. / / • / / w Z10 Z-10 44' 1107- 13 0or r H6 06 MOUNT CONTROLLER ON EXTERIOR WALL. INPUT: 1 17VAC +/-1079 60 Hz. OUTPUT: 26.5 VAC, 1.5 A. LOCATION PER ELECTRICAL PLANS, AS DESIGNATED. INSTALL 2 1/2" DIA. PVC CONDUIT FOR 24V ELECTRICAL WIRING FROM THE CONTROLLER TO LANDSCAPE AREA. PAINT CONDUIT TO MATCH BUILDING COLOR. MOUNT RAIN SENSOR ON WEATHER EXPOSED PORTION OF EXTERIOR WALL AT 8' — 9' HEIGHT. INSTALL PER MA UFACTURER'S WRITTEN INSTRUCTIONS. DESCRIPTION ■KEA SPO NKLER HEADS: RAIi�NID 18012 -SAM -PRS POP-UP FOR SPRAY HEADS SYMBOL NOZZLE PSI GPM PRECIP. RADIUS SYMBOL DESCMP • * * e 0 © HUNTER MP 1000 F, H. T, 0 SERIES 40 0.75, 0.57, 0.43, 0.37, 0.19 1.83 5' `0'ts Tb'b In'0 HUNTER MP 1000 F, TT, H, T, 0 SERIES 40 0.75, 0.57, 0.43, 0.37, 0.19 0.39-0.45 a' © ® ® ® C4 ® HUNTER MP 1000 F, TT, H. T. 0 SERIES 40 0.75, 0.57, 0.43, 0.37, 0.19 0.39-0.45 10' • 411 4D 0 O 4 HUNTER MP 1000 F, TO, TT, H, T, 0 SERIES 40 0.759 0.57, 0.43, 0.37, 0.19 0.39-0.45 12' Rj 8�> HUNTER MP1000 F. TO, TT, H, T. 0 SERIES 40 0.75, 0.57, 0.43, 0.37, 0.19 0.39-0.45 15' In 0 HUNTER MPLCSS 15/RCS 15/SS530 SERIES 40 0.40, 0.22 - 5'x 15/30' Pi 01®270 o 1 8o o 1®90 01,360 011102-25 01,135 HUNTER MP 1000 ROTATOR 40 0.75, 0.57, 0.43, 0.37, 0.19 - 6' -15' 021>70 02 1>180 02 1>90 HUNTER MP2000 ROTATOR 40 1.47, 1.10, 0,86, 0.74, 0.40 - 13'-21' 021>360 02 1>225 02 1>1 35 03 P270 03 k80 03 lq�o HUNTER MP3000 ROTATOR 40 3.64, 2.73, 2.12, 1.82, 0.86 - 22'-30' 03 1360 03 ®225 03 ®135 RAINOW LANDSCAPE DRIPLINE COMPONENTS: WITH RAINBIRD EASY FIT COMPRESSION FITTINGS AND ADAPTERS XFD-09-18-XXX (WITH COPPER SHIELD) 8.5 0.90 is ON -SURFACE DRIPLINE SYSTEM. STAKE TO GROUND. COVER TUBING WITH MULCH PMR25-MF/HF FRES. REGULATOR, AP4E-075/100 FILTER PMR25-MF (2-20 GPM), PMR25-HF (10-32 GPM); AP4E-075 (4-11 GPM), AP4E-100 (7-20 GPM) RAINOIRD AR - AIR/VACUUM RELIEF RELIEF VALVE KIT, IN VALVE BOX RAMdW TDS-050 w/BEND GALVANIZED TIE -DOWN STAKE, AT 3' ON CENTER IRRIGATION SHOWN DIAGRAMATICALLY FOR PLAN CLARITY. COMMON TRENCH AND PLACE EOU11PMENT IN LANDSCAPE; MANIFOLD GROUPED VALVES IN ADJACENT SHRUB MEAS WHERE FEASIBLE. �14A41J+ 18215 72ND AVENUE SOUTH KENT, WA 98032 r Z (425)251-6222 � (425)251-8782 FAX i �+ 4 CIVIL ENGMlEERNrG, urs PLANNING, SURyEY1NG' ENVIRONMENTAL SERVICES R-384111 KEYMAP NOT TO SCALE g"m u.i < NEW Z CD CD D MZ IN VALVE BOX. VALVE BOX p z z _ H �ry D 'rn1~j C FLOW GPM RAM�II� WR2-RC WIRELESS RAIN SENSOR COMBO, WALL MOUNTED, COORDMATE LOCATION WITH OWNER. ARCHITECT, AND 18.1-13113.1-23123.1-32132.1-53 I'f1 z m ESP-LXD 50-200 STATION AUTOMATIC CONTROLLER ( CONNECTION) WITH THE ESP-LX75-SM75 Cn a M'ODU1LES TO EXPAND THE SYSTEM; PROVIDE GROUND AND BATTERIES PER MANUFACTURERS SPECIFICATION, COORDIINATE D LOCATION ARID ELECTRICAL RE UIREMENTS WITH OWNER, ARCHITECT, AND GENERAL/ELECTRICAL. CONTRACTORS. EXTERIOR D m A0 -V, o STATE OF WASHINGTON REG RE o A • LA TECT o z� JEFF M. VARLEY m CERTIFICATE No. 774 z m O D It 101111 W FA I Ly'"M mm 0 PIPE SIZE RANAD XCZ-1150-BOOM, 3-15 GPM, 20-120PS1, WITH PRESSURE -REGULATING, ROY FILTER, OUTLET PRESSURE 20PS1, PER 1" IN VALVE BOX. VALVE BOX 1 1/2 RAM101IRD 100/ 150- PEO- PRS REMOTE CONTROL VALVE, IN VALVE BOX, ONE VALVE PER BOX 2 1/2 NOTE: CONNECT ALL VALVES To CONTROLLIER VIIIA 2 -MARE DECODER WIRE FLOW GPM RAM�II� WR2-RC WIRELESS RAIN SENSOR COMBO, WALL MOUNTED, COORDMATE LOCATION WITH OWNER. ARCHITECT, AND 18.1-13113.1-23123.1-32132.1-53 GENERAL CONTRACTOR C2 ESP-LXD 50-200 STATION AUTOMATIC CONTROLLER ( CONNECTION) WITH THE ESP-LX75-SM75 OAM M'ODU1LES TO EXPAND THE SYSTEM; PROVIDE GROUND AND BATTERIES PER MANUFACTURERS SPECIFICATION, COORDIINATE LOCATION ARID ELECTRICAL RE UIREMENTS WITH OWNER, ARCHITECT, AND GENERAL/ELECTRICAL. CONTRACTORS. EXTERIOR r MOUNT WITH iAAPAW LXMM METAL WALL -MOUNT CASE PER MAIkfACTURER'S SPECIFICATIONS Q RAINBIRO 44 -LRC 1" OUICK COUPUNG VALVE, IN VALVE BOX, PROVIDE (5) KEYS WITH SOWLS �r BUCKNER VOM BRASS GATE VALVE, MATCH LINE SIZE, IN VALVE BOX Iiii NEW 2" WATER METER WITH: P.O.C.W WIL.KINS 9S0 XLT- 2" DOUBLE CHECK VALVE (STATE APPROVED); TEST AND CERTIFICATION I Y LICENSED BACKFLOW TESTER WILKINS 850 - BALI. VALVE, SIZE TO MATCH PIPE CARSON S 11730 (TWO AT P.O.C.) GRO40E LEVEL VAULT WITH BOLT LOCK LID - • — • — • — • - kV*& C - SCHEDULE 40 PVC (18" COVER); SIZE PER PLAN, 2" SIZE MINIMUM LATERAL - SCH 40 PVC (12" COVER); SIZE PER PIPE SIZING CHART, 3/4" SIZE MAW" SLEEVE - SCHEDULE 40 PVC; 24" MMNMIIUM COWER AT VEHICLE CROSSINGS, 6" SIZE T"WAL VALVE CALL -OUT X VALVE STATION NUMBER VALVE GPM X VALVE SIZE It 101111 W FA I Ly'"M mm 0 PIPE SIZE 3/4" 1" 1 1/4" 1 1/2 2" 2 1/2 FLOW GPM 1-8 18.1-13113.1-23123.1-32132.1-53 C2 �C 53.1-74 GPM (MAX.} IL • .n .► i.rr ..rt .... ' .� • .r► 6 ...� • r.4ft 'm ANN 1 6 E Cm I D «K Ypu� I m r-, Job Number -A ALI v u - '_.� 15 Sleet Linof4" o� C2 �C r �� �- t� wz y a Iiii Cm I D «K Ypu� I m r-, Job Number -A ALI v u - '_.� 15 Sleet Linof4" II � •,IF (t� i 1 i I i i i I � i I ! I I I I I I E ' 1 1 1 I I 1 i 1 1 1 I 1 I 1 I I 1 1 1 I 1 I 1 1 � 1 1 1 � I 1 I 1 1 I 1 1 I � 1 1 1 1 1 1 ;,rill I 1 1 � 1 I ' r I I I I I 1 II 1 1 I NVo. Date By Ckd. 3.13.15I 1 100 PERCENT COI I r7 2 6.11.15 JV CFB JSG REVISION NO. 2 3 18.10.15 1 JV ICFBIJSG REVISION NO. 3 Revision 1—� IL � ' MR.— —M M—LAIL-7— I � w = ML=.dm M M"WILPM FOR rKA!A MN CF THE WIA Q= TrE W/4 Q= MC. 3`k TMK wm AW FM OF 9 • :MC. 36Y ..wm_ C" OF F*NTCK KM STATE CF= WA%*4GlUN MATC : SEE SHEET L -18R=384772 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEY04G, ENVIRONMENTAL SERIES .. �..i .� • . . -'7 'r 1[0' '.- �'] '{ JEFF M. VARLEY CERTIFICATE No. 774 V�Mpp% 18—z6 -:1V zu. -o-ofol" I wolue I 4w • �1 +r .rrr#M . .Ilrr amNIL A • A..r .. • .. 0*�) - f2 -'0'??N? LT7 ,, za "Dn ` • Scaie: Damow imy o w JMV H©rizonfol z < c verticol JG s N/A Oak 06/23/14 rn 1—� IL � ' MR.— —M M—LAIL-7— I � w = ML=.dm M M"WILPM FOR rKA!A MN CF THE WIA Q= TrE W/4 Q= MC. 3`k TMK wm AW FM OF 9 • :MC. 36Y ..wm_ C" OF F*NTCK KM STATE CF= WA%*4GlUN MATC : SEE SHEET L -18R=384772 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEY04G, ENVIRONMENTAL SERIES .. �..i .� • . . -'7 'r 1[0' '.- �'] '{ JEFF M. VARLEY CERTIFICATE No. 774 V�Mpp% 18—z6 -:1V zu. -o-ofol" I wolue I 4w • �1 +r .rrr#M . .Ilrr amNIL A • A..r .. • .. 0*�) - f2 -'0'??N? LT7 ,, za "Dn ` • 2 O iki Z z < c iii 7) s m rn m D a: D a z c) z c 3 m IT! D D D 8 I A D n O a: Z D D D 8 I A D n Nb. Date By Ckd. AW. Revision 3.13.15 100 PERCENT CONSTRUCTION DOCUMENTS 2 6.11.15 JV CFR JSG REVIISION NO. 2 3 .10.15 JV CFS IJSG I REVISION NO. 3 SCOW omm jw Hmizontol 1 "=20._0« CF® Vortkol JG Dae 06/23/1 N/A Ama�■ lftllw. FOR nKBA FTN CF THE MVA CF IHE W/4 SEC. 3t 123K FM� WM AND M Tror= W/A CF THE W/A 316, 1 M W: WM aTY• FINrOK COUNTY, CF= WASHPGTON MATCHLINE: SEE SHEET L-17 MATCHLINE: SEE SFEET L-19 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PI.A40", SURVEYING. ENIIRONMENTAL SERVICES ••r �• r Am I • .:� Too KEYMAP NOT TO Scoll STATE OF WASHINGTON REGISTERED LANDSC CT JEFF M. VARLEY CERTIFICATE No. 774 jF-WlKf * 8 -2-Y- I Co ,.. 40 mw� CD1.ce.- 3aw��3 tri T o� T L M Z �o t zo G446 m D C i^ CL W 00 r C)b T Jam; Im I m 00 Y 0 z z c 3 cam E v w o� �o t G446 m D C i^ CL W 00 r C)b O (=�-c I W Z 00 E v w I II ,. I.► I r , r r 1 l j' I I I ROUTE MAINLINE AROUND 1 TREE DRIPZONE, TYPICAL 11111111 No. I Dote By Ckd. Revision 3.13.15 100 PERCENT CONSTRUCTION DOCUMENTS 2 6.11.15 JV CFB JSG REVISION NO. 2 3 8.10.15 JV CFB JSG I REVISION NO. 3 CEA IM llll� "'HE 11111iWA llll� 111111W A ��u A Im - -- wm IIIIIIIIMN a - AND FN Q= TrE PeJ4, THE W/A MC. W, I MR? wm C" PwaCK KM COUNN, STA"M Q= WA%*4GTCN MATCH. SEE SHEET L-16 11IMMI111 1111IMMIIIII ♦ I /Fl A / / _ _ _ - - - - - -OIF/ H A LOCATE MAINLINE IN LANDSCAPE BED, TYPICAL. SHOWN HERE FOR CLARITY SCO Orr1,46 0 Jw- � D �m &VIM AN Horizontol 3* 1 "=20'-0~ Cpwciwd cFe C:) Vertical Appmbed JG C N/A Dat 06/23/14 R' �O 171 z m En m O D CL I J l j' I I I ROUTE MAINLINE AROUND 1 TREE DRIPZONE, TYPICAL 11111111 No. I Dote By Ckd. Revision 3.13.15 100 PERCENT CONSTRUCTION DOCUMENTS 2 6.11.15 JV CFB JSG REVISION NO. 2 3 8.10.15 JV CFB JSG I REVISION NO. 3 CEA IM llll� "'HE 11111iWA llll� 111111W A ��u A Im - -- wm IIIIIIIIMN a - AND FN Q= TrE PeJ4, THE W/A MC. W, I MR? wm C" PwaCK KM COUNN, STA"M Q= WA%*4GTCN MATCH. SEE SHEET L-16 11IMMI111 1111IMMIIIII ♦ I /Fl A / / _ _ _ - - - - - -OIF/ H A LOCATE MAINLINE IN LANDSCAPE BED, TYPICAL. SHOWN HERE FOR CLARITY LOCATE LATERALS IN LANDSCAPE BED, TYPICAL. SHOWN HERE FOR CLARITY III III III NETAFIM LAWN NET/1F1M _ 26 27 28 MATCHL : SEE SHEET L-20 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CML ENGINEERING, LAND PLANNING, SURVEYING, ENIMRONMENTAL SERVICES s • • • +�. it w As I N J � H fly" s KEY%W NOT TO r" i!! STATE OF WASHINGTON REGISTER D LAN CT wimp - JEFF M. VARLEY CERTIFICATE No. 774 ��P1iZ�S g -Z.5 =lCo R-384114 r f # ` i ♦ i- fdw v rn 3 v n N d glob Number Sheet L19 - of V7- LAJ SCO Orr1,46 0 Jw- � D �m &VIM AN Horizontol 3* 1 "=20'-0~ Cpwciwd cFe C:) Vertical Appmbed JG C N/A Dat 06/23/14 LOCATE LATERALS IN LANDSCAPE BED, TYPICAL. SHOWN HERE FOR CLARITY III III III NETAFIM LAWN NET/1F1M _ 26 27 28 MATCHL : SEE SHEET L-20 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CML ENGINEERING, LAND PLANNING, SURVEYING, ENIMRONMENTAL SERVICES s • • • +�. it w As I N J � H fly" s KEY%W NOT TO r" i!! STATE OF WASHINGTON REGISTER D LAN CT wimp - JEFF M. VARLEY CERTIFICATE No. 774 ��P1iZ�S g -Z.5 =lCo R-384114 r f # ` i ♦ i- fdw v rn 3 v n N d glob Number Sheet L19 - of V7- LAJ Z � D �m C) 3* � z C:) c �r C z I R' �O 171 z m En m O D CL C) � C I �O t rn CL I J • � � s r !�I i HIM11 I I I� I I� I I I I I I I I ISI I I I I ; III 11114 111 I1 �( ;1111 I II11x'11110 1� 111 ISI I :III III II 1 111I,b1'III :IIII I 1"-1-11"IIIIIII ;11 1� 11 1111111111111 IIIII I III IIII :IIII I IIII :1111 I IIII .IIIII Illjl • 111111 :IIII 111111 :11111 11111 :IIII I�1111 .IIS.. IIIA No. Date Ckd. Revision 3.13.15 100 PERCENT CONSTRUCTION DOCUMENTS 2 6.11.15 JV CFB I JSG REVISION NO. 2 3 $.10.15 JV CF'B JSG REVtSION NO. 3 AIV Cp,wind CFO �vvsd JG Dsk 06/23/14 HOrizont©1 1"=20' -Ow VFertkot N/A j`—LiCmEAFTN CF THE WAIA CF THE �W4 BEC. T23K wmANDak � �_ 0 FTN THE W/A TrE rw/4, SEC. 36, r23K WMCrTY F*NrCK KNG OOUNTY, STATE OF WASHPGTON • ;.. . 1 ._...-.._ . �11p; ILI fN' W MATCHLE SHEET L-19 MATCHL SEE SHEET L-21 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVNROI01 NTAL SERVICES i ,, i � • i arrf • ! •ii '• AA KE"Y%W WT TO SCAU i!l STATE OF WASHINGTON REGISTERED L CT ,E WVARLEY CERTIFICATE No. 774 V*F1Re!r.;P 6-257-1(0 MATCHLSEE SHEET L-24 M.eNNNNNNsesemomos��.��-.NmemeNme��..-...o.esomos a.....WON oro■e■omeme ,, II II I I I I I I I I I IL I some .- ^, II ( jl II mNemeNsese.ememememomosew" II II I I II II II II II II II II II I I I I I I it II I I I 11 II ii ii I I I II II II II II I I it I I III I II I III „ I I I I 1 I I cn rn III I III III III I jl II II 0 ,vd L)z III m ,, O III D III III. 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VARLEY CERTIFICATE No. 774 r i • +1► 9 dw • .r■I r.�. i Jab Number Shet L21 ,, 28 Lki ;< SCOL!!: t�« N D AN Horizontal r 1 "=200_0» Gee, CFO ., V or'tkol JG c N/A Dab 06/23/14 4 rall DItCM A, ml I FOR nKFAA FTN CF THE MM/A CF THE MM/4 CF SEC. 3t T23K R5E WM AND FTN THE NEI/A THE W/44 36y T23K WM aCF FENTOK KNG OF '" i MATCHL : SEE SHEET L-20 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIS. ENGINEERING, LAND PLANNING, SUR'VEY04G, E NTAL SERVICES ••r•• 0 AM A •'• .. • • � : t: KE"MP MT TO 4CALE STATE OF Ii!l WASHINGTON REGISTERED LAND CT JEFF M. VARLEY CERTIFICATE No. 774 r i • +1► 9 dw • .r■I r.�. i Jab Number Shet L21 ,, 28 Lki ;< Z D o r � ., z �� c D CDtTl 4 m�_ 00 O ruzm n w y z m m 0 a z G z c 3 m D O f!� 'a:l o r � N D CDtTl 4 00 O CD r CIO) n w y 4hi D O f!� 'a:l «W Ai WWI . « r41 WIN w 1 FOR p m- A LKEA ow FTN THE NM/A OF THE NW/4 SEC. 3t -12- 3-K- W WM NO FTN "DE ?0/41 CF THE W/A 36, T23k, wm CF FENTOK OG COUNTY, STATE CF= WX9*4GTON MATCHL : SEE SPIFFY L-23 0 KEYMAP WT TO SCALE i!! STATE OF WASHINGTON REGISTERED LANDSC Zia CT JEFF M. VARLEY CERTIFICATE No. 774 � D � D 4 0 z z Gf Uz ca z m m m a ' 0 360 .� t I -----l \� 1.5" X 1.5" 1.5" X .. 1 225 2 — — 02 180 02 180 02 180 02 180 02 180 02'180 �- -02 1 so 02 1 so 02 � 02 1 so a2 1 so o 02 90 1 0 360 i (I 360 f r OZ 360 02 360 02 360 0 360 02 360 02 360 02 360 0 360 `�� �► ' f02 360 I ~ W 2 360 I f 02 360 1 , \ !P• } 1 V1 0 180 c > � c 02 02 02 iso 02 360 02 360 a2 360 02 360 02 02 360 r 02 (( ( n fill ( e 00 =ibis w Con �—--_ _ — _ -- — -- -- -- 00 so cLl lTJ 02 3so o� 02 360 02 360 02 so +y'/ a ...:•. ; , ^ ` `' Z 1-400*424w- NO. Date By Ckd. Aw. Revision AN SCO: 3.13.15 100 PERCENT CONSTRUCTION DOCUMENTS 2 6.11.15 JV CFB JSG REVISION NO. 2 A* Horizontal 3 13.10.15 JV CFB JSG REVISON NO. 3 CFO 1 «=z©.—o« Chocied *rticol JG N/A owe 06/23/14 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PL.AW"NG, SURVEY04G, EI RONIriENTAL SERVICES ss a - R-384171 40 Am dN4 XA 4=1 dam do Job Number 14F --a ♦v "16- .44 v IF a v 40 "w own; M Ilk No. I Dote By Ckd. Revision 13.13.15 100 PERCENT CONSTRUCTION DOCUMENTS 2 6.11.15 JV CFB JSG REVtSK)N NO. 2 3 .10.15 JV CFB JSG REVISION NO. 3 & 1 0 A, 'Milik 994 �, I FOR HCEA MN Q= THE NWA Q= THE W/4 Q= rmc wM �w 0 NO FM THE NWA 7HE W/A MC. W7 I Mkv wM CM pegficK &N&#wrqAu^ S7A"M CF WA,491x*��� W Isioud jw SCO Ofew" iw hwizontol 1 *= 200-0" rn Chsc*dd Cr SP Vertkol o '4Ipprsv- JG Dow 06/23/14 N/A MATCHLINE: SEE SHEET L-24 ................ 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M TM7 i C" CF F*300K KM COL#M, STATE Q= WA%MG7M MATCHL : SEE SHEET L-25 MATCHL : SEE SHEET L-23 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, EI1 Fy4NW WNTAL SERVICESAD . MEMO KEY%W NOT TO srrc i!! STATE OF WASHINGTON R GISTS LAN TECT JEFF M. VARLEY CER11FICATE No. 774 L --j rso 0 A dM qft .. .., AL A! cn "fas. 3a^LT 4 c" 3 b V 1 I D r,I m Tj cr o � Z C i z Vi -r, Tj r m '- C, rrrri CD v� C> o p S z i z vCD C c rr � r0.0 O Z � m r m n m I D r,I m Tj cr o � Z C i z Vi -r, Tj r m '- C, rrrri CD tp v� C> R a om — vCD C � r0.0 O Z � m r tp om — AAATCHLINE: SEE SHEET L-17 m m < so. Dote 9y1Ckd. .1 3.13.15 1 r7 100 PERCENT C01 2 6.11.15 JV CFB JSG REVISION NO. 2 3 18.10.15 JViCFBIJSG REWSION NO. 3 I Revision TS A MN Q= THE MM/A Q= THE NW/4 Q= V%4. TMK wm aw —� AkV FM Q= TPE MM/A Q= THEI"66. /AMC. M, m? wm T C" F130POK KM STATE Q= WA%*-G1XA MATCHLNJE: SEE 3FIEET L-26 KEYWIAP NOT TO SCALE 5 STATE OF WASHINGTON REGISIE' LAN ECT JEFF M. VARLEY CERTIFICATE No. 774 V--R*11-rvj 6 -2-S-Ib 384780 Ei; IF, ID scak: D88*w jw CP 3: DOOM AW Horizontal 1 "=20*-0ss CpwCj*d CFO C/3 Vertical Appre b ed JIG N/A Oak 06/23/14 m A MN Q= THE MM/A Q= THE NW/4 Q= V%4. TMK wm aw —� AkV FM Q= TPE MM/A Q= THEI"66. /AMC. M, m? wm T C" F130POK KM STATE Q= WA%*-G1XA MATCHLNJE: SEE 3FIEET L-26 KEYWIAP NOT TO SCALE 5 STATE OF WASHINGTON REGISIE' LAN ECT JEFF M. VARLEY CERTIFICATE No. 774 V--R*11-rvj 6 -2-S-Ib 384780 Ei; IF, ID CP 3: 1 zi C C/3 r I A le) 10 "D '13 m 27- m m Q;p 11 IL r'n !-t of CP 3: 1 le) 10 "D '13 9 Q;p 11 IL J 18215 72ND AVENUE SOUTH Job Number C & KENT, WA 98032 KFA PROPER ry, PC. C (425)251-6222 (425)251-8782 FAX 420 ALM WCOOD ROAD APE ff M'ATM PLM 10 .0 C0PMHC*40C*(M PA 1-1-MA28 KEA F-ENTONn.6....... v smLOIPIAI� Sheet U) D CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES PHOM: AM~ `�m 4W9 F TOK WA LM w -- '4 .jw 0- N FTN CF THE NN/A CF THE A CF BEC. 3t T- 2-3k- wm 17 AND F7N CF TrmE MM/A OF THE A SEC. 316, wm aTY FENTCK KNGCOLNTY, STATE CFWASHNGTCN 7 Cn 0 • MW-A All No. I Date By Ckd. Revision rJS G 3.13.15 1 JSG 100 PERCENT CONSTRUCTION DOCUMENTS No. 6.11.15 JV CFB JSG REVISION NO. 2 3 8.10.15 1 JV CFB JSG; REVISION NO. 3 MATCHLNE: SEE SHEET L-27 VA 14400 "l QV 74 k*10 MATCHLINE: SEE SHEET L-25 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEY#4G, EMARONMENTAL SERVICES 11 1 i6lim r- :v - DV"' -e. Iit -M L N • I I' ; a � 1,41 Tft KEY%AAP NOT TO Sc" i!l STATE OF WASHINGTON R S LANA L CT JEFF M. VARLEY CERTIFICATE No. 774 vwf%"!05 18 —l-- cD'12- - fel an 6,•jkw.Aw'. OeA Cn C Job Number ic: 104DI C 4d*dbola Sdaie: Horizontal 10 =20$—Ow Cpwciwd C1F8 z Vertical j4ppimob JG z N/A Oak 06/23/14 C VA 14400 "l QV 74 k*10 MATCHLINE: SEE SHEET L-25 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEY#4G, EMARONMENTAL SERVICES 11 1 i6lim r- :v - DV"' -e. Iit -M L N • I I' ; a � 1,41 Tft KEY%AAP NOT TO Sc" i!l STATE OF WASHINGTON R S LANA L CT JEFF M. VARLEY CERTIFICATE No. 774 vwf%"!05 18 —l-- cD'12- - fel an 6,•jkw.Aw'. OeA Cn C Job Number ic: 104DI C 4d*dbola z 7m z le C C CD z m z m M 0 �I , • • • / Fm 311111CAPE rr Lur=20'-*O' i r 20 40 :r "6?!%=— i 9 � ........�....�.....� �... - _ - � _ - ------ F_ - -- GS xf_,..65 tM5 Ai as f1� i1G OS �''s } ELItI5 tIS a. 1 as W W w WW w W W_ — W — w w w ' w --- LL=j a.. F ZZ IL Q *� LAPCSCAPE �GATION NOTES 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A. INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK—UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. B. INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(S). PROVIDE STANDARD THREADED STUB—OUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUB—OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISH GRADE. C. VERIFICATION OF STATIC WATER PRESSURE AT POINT—OF—CONNECTION (P.O.C.) CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. D. INSTALLATION OF SLEEVING. 2. SYSTEM HAS BEEN DESIGNED FOR XX GPM AT XX PSI. STATIC PRESSURE BY WATER DEPARTMENT TEST/CALCULATION XX PSI. 3. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S WRITTEN SPECIFICATIONS. 4. ALL NAIVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT—LOCK LIDS (OR APPROVED EQUIVALENT). SET BOXES 2 INCHES HIGHER THAN FINISH GRADE IN MULCH AREAS AND FLUSH WITH FINISH GRADE IN LAWN AREAS. JUMBO BOX FOR CHECK VALVE, 10" ROUND 80X FOR GATE/QUICK COUPLER/WIRE SPLICES, AND 12" STANDARD FOR CONTROL VALVES. PROVIDE BOX EXTENSIONS AS REQUIRED. 5. MAINLINE PIPE TO BE BURIED 18 INCHES AND LATERALS 12 INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. 6. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR ADEQUATE COVERAGE. VALVES TO BE POSITIONED ADJACENT TO PAVEMENT/CURBS, IN SHRUB BEDS WHERE POSSIBLE. CALL FOFI YOU DICE 1-800-4,24-5�5 -NJ ■KEA FOR LKFaA Q= THE WIA Q= THE W/4 Q= ffiC. 3t T23K RSE, WM AND M Q= THE 110/4, Q= THE FO/A MC. W7 TMI wm ' i!5 t1S tlS Ofi cm fly — - cm �•- - OS— 06 ag emm ` Gs i -� `w w w w It w#f W wW W W W:\Iw r ell '�•t i 1 / cank (an). tam, — f AVOW gage IN-- qs jj y ✓, - I III 00-0 I;IM ` r III Ile oe ALJ S A: 0+ 15.90-t\", I I I I I L _ J I 7. PROVIDE OWNER WITH TWO (2) SETS "AS—BUILT" DRAWINGS AND (3) SETS OF OPERATOR'S MANUALS UPON COMPLETION. INSTRUCT OWNER AS TO PROPER OPERATION AND WINTERIZATION OF THE IRRIGATION SYSTEM. 8. FAMILIARIZE OWNERS FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 9. SPRINKLERS ON RISERS WILL NOT BE ALLOWED UNLESS NOTED ON PLANS. 10. RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND/OR ALTERNATE NOZZLES. IN—NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA. 11. ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, OR EQUIVALENT. 12. COMMON WIRE TO BE WHITE. SINGLE STRAND WIRE TO BE A MINIMUM OF 14 GAUGE. 13. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND BEAR THE U.L. LABEL. 14. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT TO BE SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH A COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INTIAL INSPECTION. 15. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE NEED. 1��1111111111111 1111111111111 16. IRRIGATION SCHEDULING: A: 0+44.56 THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE MADE VIA BUDGET ADJUSTMENT. RE—ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN ADJUSTMENT EXCEEDS 30%. SET CONTROLLER FOR HIGHEST ETo WATER SCHEDULE, BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. LAWN ZONES SHOULD BE SCHEDULED FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3—DAY CYCLE. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY LAWN WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL ETo ("FIELD RECHARGE") TO BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER SCHEDULING TO BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT CONTRACTOR'S OWN EXPENSE. 17. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT TO BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. 18. ALL ZONES TO PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENT, AS TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT. 1 r u,- IL.N 1 11 r mall 0 11360 01 360 180 0 01 iso o� v� t� 01 01 180 z o �.+ 'a 0 b� d t� -E 000 z N 00 01 re Z �y 1'I 44 m 7 ■KEA FOR LKFaA Q= THE WIA Q= THE W/4 Q= ffiC. 3t T23K RSE, WM AND M Q= THE 110/4, Q= THE FO/A MC. W7 TMI wm ' i!5 t1S tlS Ofi cm fly — - cm �•- - OS— 06 ag emm ` Gs i -� `w w w w It w#f W wW W W W:\Iw r ell '�•t i 1 / cank (an). tam, — f AVOW gage IN-- qs jj y ✓, - I III 00-0 I;IM ` r III Ile oe ALJ S A: 0+ 15.90-t\", I I I I I L _ J I 7. PROVIDE OWNER WITH TWO (2) SETS "AS—BUILT" DRAWINGS AND (3) SETS OF OPERATOR'S MANUALS UPON COMPLETION. INSTRUCT OWNER AS TO PROPER OPERATION AND WINTERIZATION OF THE IRRIGATION SYSTEM. 8. FAMILIARIZE OWNERS FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 9. SPRINKLERS ON RISERS WILL NOT BE ALLOWED UNLESS NOTED ON PLANS. 10. RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND/OR ALTERNATE NOZZLES. IN—NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA. 11. ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, OR EQUIVALENT. 12. COMMON WIRE TO BE WHITE. SINGLE STRAND WIRE TO BE A MINIMUM OF 14 GAUGE. 13. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND BEAR THE U.L. LABEL. 14. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT TO BE SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH A COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INTIAL INSPECTION. 15. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE NEED. 1��1111111111111 1111111111111 16. IRRIGATION SCHEDULING: A: 0+44.56 THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE MADE VIA BUDGET ADJUSTMENT. RE—ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN ADJUSTMENT EXCEEDS 30%. SET CONTROLLER FOR HIGHEST ETo WATER SCHEDULE, BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. LAWN ZONES SHOULD BE SCHEDULED FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3—DAY CYCLE. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY LAWN WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL ETo ("FIELD RECHARGE") TO BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER SCHEDULING TO BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT CONTRACTOR'S OWN EXPENSE. 17. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT TO BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. 18. ALL ZONES TO PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENT, AS TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT. 1 r u,- IL.N 1 11 r mall 0 11360 01 360 180 0 01 iso o� v� t� 01 01 180 z o �.+ 'a 0 b� d t� -E 000 z N 00 01 01,1180 01 0 i1801 � c No. Dole 8y Ckd. Revision u.r��e �v �0�' �1H�� 18215 72ND AVENUE SOUTH F'a° T� � ���r `- 3.13.15 100 PERCENT CONSTRUCTION DOCUMENTS � � ���ta� KENT, WA 98032 KFA P�G�7 1 1 , we 2 6.11-15 JV CFB JSG REVISION N0. 2 �r �� (425)251-6222 LA?CSCAJ3E 3 8.10.15 JV CFB JSG REVISION N0. 3 Cpwcjwd �1 "'�0-0� �(425)251-8782 FAX � � � �� w w W% � PLM �t N ►�`t``ol 0 PA 1g4�26 NCEA �fTON OPI�NT 'w"01'd � y ro% CML ENGINEERING, LAND PLANNING, � 06/23/14 N/A tr�MC EMG���! SURVEYING. ENVIRONMENTAL SERVICES PHOW:�M4.OW � ~Al 4Wj III WA 7 Of T c o� v� t� 0 z o �.+ 'a 0 b� d t� -E 000 z N 00 r tTj a. re Z �y 1'I 44 m 7 w.-4 m T1 m D I o� v� t� 0 o �.+ 'a 0 b� d t� 44 000 z N 00 r tTj a. re Z �y 44 w.-4 I D n n ,, m PER MANUFACTURER'S .�.v v.�. v�• T�Ll1.■.L.� L/�� LJL�J !t7'�LL V I"N.7V�L VI\P1V l� NOT TO SCALE Q O d PAVING a SPRINKLER FLUSH AT LAWN AND FLUSH WITH MULCH LINE SPRINKLER PVC SCH 80 NIPPLE � PVC LATERAL NOTE: MANUFACTURER'S LIMITS PREVAIL FOR INSTALLATION AND ADJUSTMENTS. PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. 24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. r • A i 'Simi �► err NOT TO SCALE .KET IN: • • OF Ir . • • A it • FINISH GRADE 77 PAVING SEE CIVIL PUNS COMPACTED BACKFILL�C�1 AT 90% DENSITY (TOPSOIL) A7 95% DENSITY (STRUCTURAL) 1 NSOR BOX WITH COVER FINISH Vy QUICK COUPLING VALVE J IN BOX z FT. 7/8" WASHED . SUMP o ;c z s rn 1002 o SLEEVE(S) ` �� �, D m CN Q N � ^ 6" OFFSET PVC LATERAL o c"� PVC MAINLINE o o c 1c VA IRI LVE W NG "c • co ' • ALT. WIRE SLEEVE . •• • • PIPE BED MATERIAL " ' ~ TO BE CLEAN AND r JRER'SVIIIFREE OF ROCK ' •L ATIONS `� `• • '•: LARGER THAN 1/2 '• WALL PVC MAINLINE/LATERAL •'• • •' `� NOTE: DIMENSIONS ARE MINIMUM CLEARANCES. ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL TO BE CLASS "B" OR BETTER (MAX. OF 10% PASSING NO.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) Ee#fE/1TC4CHM 01IE1`AAL 6" CLEAR OF OBSTRUCTION MULCH CONDITION FINISH GRADE ADJUST ANGLE AT SLOPE COVERAGE CONDITIONS. 50% OF SLOPE ANGLE - TYPICAL MARLEX 90' ELBOWS PVC SCH 40 TEE SxSxT (SIDE INLET ONLY) NOT TO SCALE FINISH GRA[" REMOTE COIN VALVE PVC MAII VALVE BOX rFLUSH WITH LAWN (1"), AND MULCH (3") NOT TO SCALE PRESSURE REGULATOR PVC SCH 80 UNION _ CHECK VALVE ASSEMBLY PER DETAIL THIS SHEET Z N PVC SCH 80 UNION QUICK COUPLING VALVE NOTE: THE BACKFLOW DEVICE TO HAVE 6" MINIMUM UNOBSTRUCTED CLEARANCE ON ALL SIDES PVC LATERAL SCH. 80 UNION VALVE BOX EXTENSION AS REQUIRED BRICK SUPPORTS C.F. 7/8" WASHED GRAVEL SUMP NOT TO SCALE JUMBO VALVE BOX WITH LOCKING LID PVC SCH 80 UNION WILKINS 600 PRIES. REDUCING VALVE AS NECESSARY T x S COUPLING: CONTRACTOR TO PROVIDE THREADED FITTING AND Z CAP ON DISCHARGE SIDE OF FETING F—M V \--METER STOP Z IRRIGATION WATER t METER - PER CITY STANDARDS_ U PVC PER CITY STDS. ■ Jill I loin ��C PVC SCH 80 SxT 90' ELBOW WIRE WITH WATERPROOF CONNECTOR - TYPICAL FINISIH GRADE SPEAR WIRE WITH WATERPROOF WIRE CONNECTOR ON CUT END VALVE BOX WITH BRICK SUPPORTS AND EXTENTIONS AS REQUIRED PVC LATERAL TO SPRINKLERS PVC SCH 80 NIPPLE AND FEMALE ADAPTOR PVC SCH 80 UNION PVC SCH 80 NIPPLE REMOTE CONTROL VALVE; BODY CLEAR OF SUMP 1 C.F. 7/8" WASHED GRAVEL SUMP NOTE: PVC MAINLINE \ PVC SCH 80 NIPPLE ONE A E P R vivc vLv�ovn. PROVIDE EXTRA CODS (18") OF EACH WIRE IN VALVE BOX. COMPACT SOIL AROUND VALVE BOX. USE TEFLON OR FL01jYABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPEC S. %,MOTE CONTROL VALVE ASSEMBLY NOT TO SCALE J- O C..J- JD c`_� D 0 0TP O�R __p Cc � JD 0(:;07 0(_' 1 r) rn r_ 1� _ �= L M 'L F7 CHECK VALVE AMEWO.Y NOT TO SCALE N NOT TO SCALE FROM IRRIGATION WATER SERVICE DOUBLE GRADE LEVEL JUMBLE BOX SIZE TO PERMIT 12" MINIMUN CLEAR FROM WALLS TO TEST COCKS; BOLT LOCK LID DOUBLE CHECK VALVE (STATE APPROVED ASSEMBLY) RESILIANT SEATED VALVES AND TEST COCKS; INSTALL ASSEMBLY AS SHOWN OR THE TEST COCKS IN HORIZONTAL POSITION, PER LOCAL REQUIREMENTS. PVC MAINLINE PER PLAN PVC SCH 80 NIPPLE AND FEMALE ADAPTER PVC SCH 80 UNION - TYPICAL PVC SCH 80 NIPPLE - TYPICAL BLOCK AS NECESSARY WITH BRICKS AT BASE OF BOX 1 C.F. 7/8" WASHED GRAVEL SUMP NOTE: INSPECTION OF COMPLETED ASSEMBLY BY CERTIFIED TESTER REQUIRED. VALVE BOX WITH COVER FINISH z QUICK COUPLING VALVE J IN BOX z FT. 7/8" WASHED GRAVEL SUMP MARLEX z RI rn z En 0 D CN Q N � PVC SCH 80 UNION _ CHECK VALVE ASSEMBLY PER DETAIL THIS SHEET Z N PVC SCH 80 UNION QUICK COUPLING VALVE NOTE: THE BACKFLOW DEVICE TO HAVE 6" MINIMUM UNOBSTRUCTED CLEARANCE ON ALL SIDES PVC LATERAL SCH. 80 UNION VALVE BOX EXTENSION AS REQUIRED BRICK SUPPORTS C.F. 7/8" WASHED GRAVEL SUMP NOT TO SCALE JUMBO VALVE BOX WITH LOCKING LID PVC SCH 80 UNION WILKINS 600 PRIES. REDUCING VALVE AS NECESSARY T x S COUPLING: CONTRACTOR TO PROVIDE THREADED FITTING AND Z CAP ON DISCHARGE SIDE OF FETING F—M V \--METER STOP Z IRRIGATION WATER t METER - PER CITY STANDARDS_ U PVC PER CITY STDS. ■ Jill I loin ��C PVC SCH 80 SxT 90' ELBOW WIRE WITH WATERPROOF CONNECTOR - TYPICAL FINISIH GRADE SPEAR WIRE WITH WATERPROOF WIRE CONNECTOR ON CUT END VALVE BOX WITH BRICK SUPPORTS AND EXTENTIONS AS REQUIRED PVC LATERAL TO SPRINKLERS PVC SCH 80 NIPPLE AND FEMALE ADAPTOR PVC SCH 80 UNION PVC SCH 80 NIPPLE REMOTE CONTROL VALVE; BODY CLEAR OF SUMP 1 C.F. 7/8" WASHED GRAVEL SUMP NOTE: PVC MAINLINE \ PVC SCH 80 NIPPLE ONE A E P R vivc vLv�ovn. PROVIDE EXTRA CODS (18") OF EACH WIRE IN VALVE BOX. COMPACT SOIL AROUND VALVE BOX. USE TEFLON OR FL01jYABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPEC S. %,MOTE CONTROL VALVE ASSEMBLY NOT TO SCALE J- O C..J- JD c`_� D 0 0TP O�R __p Cc � JD 0(:;07 0(_' 1 r) rn r_ 1� _ �= L M 'L F7 CHECK VALVE AMEWO.Y NOT TO SCALE N NOT TO SCALE FROM IRRIGATION WATER SERVICE DOUBLE GRADE LEVEL JUMBLE BOX SIZE TO PERMIT 12" MINIMUN CLEAR FROM WALLS TO TEST COCKS; BOLT LOCK LID DOUBLE CHECK VALVE (STATE APPROVED ASSEMBLY) RESILIANT SEATED VALVES AND TEST COCKS; INSTALL ASSEMBLY AS SHOWN OR THE TEST COCKS IN HORIZONTAL POSITION, PER LOCAL REQUIREMENTS. PVC MAINLINE PER PLAN PVC SCH 80 NIPPLE AND FEMALE ADAPTER PVC SCH 80 UNION - TYPICAL PVC SCH 80 NIPPLE - TYPICAL BLOCK AS NECESSARY WITH BRICKS AT BASE OF BOX 1 C.F. 7/8" WASHED GRAVEL SUMP NOTE: INSPECTION OF COMPLETED ASSEMBLY BY CERTIFIED TESTER REQUIRED. VALVE BOX WITH COVER FINISH GRADE QUICK COUPLING VALVE CENTER IN BOX 1 C. U. FT. 7/8" WASHED GRAVEL SUMP MARLEX ELL -TYPICAL PVC SCH 80 PVC NIPPLE PVC SCH 40 PVC SXSXT TEE COMPRESSION FINISH GRADE TEE - TYPICAL FINISH GRADE FINISH GRADE 6" ROUND VALVE BOX �����/ / �/ DRIPLINE - TYPICAL AIR/VACUUM RELIEF VALVE �— 6" ROUND VALVE BOX � ��� � /� SUB -MANIFOLD AUTOMATIC FLUSH VALVE — 1/2' PVC 7EE GALVANIZED TIE -DOWN TYPtCAL / STAKES AT 3' O.C. _ BLANK TUBING COMPRESSION ADAPTER COMPRESSION ELBOW DRIPIINE - TYPICAL m - TYPICAL ' � OR BLANK TUBMIG - TYPICAL� 2, BRICK SUPPORTS 4 PVC TEE TO PVC PIPE� �o WASHED COMPRESSION ADAPTERS { 2 C.F. 7/8" WASHED .O � � �GRAVEL7SUMP � PVC CROSS TO TYPICAL � o 0 0 0 .,;.,: E GRAVEL SUMP = ';::. ( _ COMPRESSION ADAPTERS s � ''•' `• " BRICK SUPPORTS TYPICAL � R 1 AUTOMATIC FL%JCWI VALVE ETAIL - � ( � � PVC SUPPLY MANIFOLD FLOW FROM for������� Q'STAJ�E OF lii�iNGTENJ GI ; NOT TO SCALE NOS: NOTES:VALVE STE D _��Jj(�,��LA CT L�R�' • AIR/VACUUM RELIEF VALVE CANNOT BE CONNECTED LOWER THAN DRIPLINE LATERALS. SEE PLANS & LEGEND FOR ALL DIMENSIONS AND LATERAL SPACING.C� YCXJW FOR USE ON ZONES OF 7 GPM OR LESS ONLY (PLUMBED TO TUBING). RATIO OF LATERALS TO START MAY VARY PER HYDRAULIC DEMAND. 1/Z" AIRNACULAA RELIEF VALVE DETAL CENTER-f�G�V SUPPLY SU13-MANFOLD DETAL CERTIFICATE ABLE 74 i 1-04�424—� �%?.V6 6 15 110NOT TO SCALE NOT TO SCALE rn c No. Dote By Ckd. Revision u�rrys ��v �O�' �lN��Ia 18215 72ND AVENUE SOUTH FCS° T� J� �� `- 3.13.15 100 PERCENT CONSTRUCTION DOCWAENTS � ,�y� ►�;�tol KENT, WA 98032 R'�G/� , �. � I l�.I� 2 6.11.15 JV CFB JSG REVISION N0. 2 �� �� (425)251-6222 p i' CIV►L ENGMiEERMdGG. LAND PLMINING. PA �'�Go I�G/"� I�f� 1 v� ��1�G�� 1 ca • r2-'3s��e3 JJ T T13 O D m Z z� Q z ? = C o � r• -r rM z 07 n� O v Z RI rn M En D I D cT o � Q o � r• -r t� w o O r i o'It rn j I D T D $°cnc rn Cc0 t I FOR LKEA FM Q= 11�E PAWA Q= THE MM/4 Q= ffiC. w%. TMK wM • Q= FEN"llt' KM i WA - UN 1ptolip City of Mlon TREE RETENTION WORKSHEET 1. Total number of trees over 6" in diameter' on project site: 1. 169 trees 2. Deductions: Certain trees are excluded from the retention calculation: Z l C, Trees that are dead, diseased or dangerous2 43 trees c z Trees in proposed public streets 56 trees i 71 v� 73 � r Trees in proposed private access easements/tracts 6 trees T , Trees in critical areas3 and buffers 0 trees O z Total number of fxcludde-d tram: 2. 905 trees 3. Subtract line 2 from line 1: 3. 64 trees 4. Next, to determine the number of trees that must be --- multiply fine 3 by: M 0.3 in zones RC, R-1, R-4, or R-8 0.1 in all other residential zones 0.05 in all commercial and industrial zones 4. 3 trees 5. List the number of 6" or larger trees that you are proposing5 to retain 4: 5. 23 trees 6. Subtract line 5 from Mns 4 for tress to be r1 oad: 6. -20 trees (If line 6 is less than zero, stop here. No replacement trees are required). 7. Multiply line 6 by 12" for number of reirad rtamsnt aches: 7. inches 8. Proposed size of trees to meet Wdi# piing requirement: (Minimum 2" caliper trees required) 8. inches per tree 9. Divide lige 7 by Nm 6 for number of F wt tram 6: (if remainder is .5 or greater, round up to the next whole number) 9. trees ' Measured at chest height. 2. Dead, diseased or dangerous trees must be certified as such by a forester, registered landscape architect, or certified arborist, and approved by the City. 3, Critical Areas, such as wetlands, streams, floodplain and protected slopes, are defined in Section 4-3-050 of the Renton Municipal Code (RMC). 4. Count only those trees to be retained outside of critical areas and buffers. 5. The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-130H7a 6. Inches of street trees, inches of trees added to critical areas/buffers, and inches of trees retained on site that are less than 6" but are greater than 2" can be used to meet the tree replacement requirement. H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\TreeRetentionWorksheet.doc 12/08 KEI%W NOT TO SCALE 1!! STATE OF WASHINGTON REGISTER LA ITECT F M. VARLEY CERTIFICATE No. 774 pmgv�p 93-2-P-1 &P Aft SOW Job Numbor No. Dote ey Ckd. Revision ag*W AW �lHA�I+ 18215 72ND AVENUE SOUTH Cr 1 .1 JV ISUBMITTALPLMv 2 6.11.1IFB FB JV REVISION 2 °i"'" '� �'�orzonfo1 �r :�Z KENT, WA 98032 �A , ��. � i 3 8.10.1 JV J REVISION 3 CFO �'=�ao'-o- � (425)251-6222 (425)251-8782 FAX � �'� WOOD PtIOAD AND REi *Kw%*ET �.r�a TFEE ENTM � PA 1�4�28 KEA �fTON OPWBqT Shoot 'M�10"w JIG =�►p 4 CML ENGINEERING, LAND PLANNING, �� WA � � .. � 06/23/14 N/A tr�'rC EMG���! 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CL to lfi N L0 0 N h c .` c > 0 o coo -41 ® bid ® CD C a fT 00 C> 0C O Z; r m� wZ J J m M. CL to lfi N L0 0 N h c .` c > 0 .c c 00 sm 0 O tD FM MIMI 7M uF M air 7" -IL o zo r-zoI-o• 40 so"w i I TRE_No.10 REG - r, c aim M . w Umlrspr-A . . Revision 1 i JV JIM PERMIT SUBMITTAL 2 6.11.154CFB 18.10.154CFB I JV J REVISION 2 3 verticol I JV A REVISION 3 N/A REG - r, c aim M . w Umlrspr-A . . Revision 1 13.13.15 ICFBI JV JIM PERMIT SUBMITTAL 2 6.11.154CFB 18.10.154CFB I JV J REVISION 2 3 verticol I JV A REVISION 3 ,:am FA k I ki 9 A HCEA Q= 7HE WIA Q= THE W/4 Q= MC. TZZ^n FM WM Akv PIN Q= TrE W/A Q= TrE W/44 ffic. M7 TM9 wM C" F*NTOK KM v 87ATE Q= Wk%*4GTCN MATCHLINE: SEE SI—IFFY TR -3 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 1� _Illy'Al•_c-A7p-x;:*T_��� KEYMAP NOT TO SCAU 15 STATE OF WASHINGTON REGISTERED LAWTELT V4C ) LW JEFF M. VARLEY CERTIFICATE No. 774..i PW0ktr-6 18 s now .. + ...r ..V ... • wait- req •duo . w ;L- . • / . am cln -3a�u00281-7 T scale: vinow *46 Q/0wn *us Horizontol 1 "=209_0« Cpwdad CFe O .. z z verticol 'yAMmv JG CD 2 Ajm N/A Dat 06/23/14 z .n ,:am FA k I ki 9 A HCEA Q= 7HE WIA Q= THE W/4 Q= MC. TZZ^n FM WM Akv PIN Q= TrE W/A Q= TrE W/44 ffic. M7 TM9 wM C" F*NTOK KM v 87ATE Q= Wk%*4GTCN MATCHLINE: SEE SI—IFFY TR -3 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 1� _Illy'Al•_c-A7p-x;:*T_��� KEYMAP NOT TO SCAU 15 STATE OF WASHINGTON REGISTERED LAWTELT V4C ) LW JEFF M. VARLEY CERTIFICATE No. 774..i PW0ktr-6 18 s now .. + ...r ..V ... • wait- req •duo . w ;L- . • / . am cln -3a�u00281-7 T ` > 7 ^ Y, Z ? 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VARLEY CERTIFICATE774 � zs=tb 'w D � a ' I m liiiiliiiiiim r I I ii E rn 1. nd.ed *r-A00*Vd sy i • ..raa .rrrr • .. 10a ! ,:jl AIL CD�,2_ 3Sv')8t Shef D 71 0 1 o C TIo �c � rnn Z m 7]cn O� m ,- �> z z� o 2 S E: Z � m U-1 ^� J-1 z z m C" O D -z M 4 o, Z Z� �o C _j m z m m z rn c� o � � Uq C m z m m z _ oC" D 71 0 1 o C TIo �c � rnn Z m 7]cn O� m ,- �> z z� o 2 S E: Z � m U-1 ^� J-1 z z m C" O D O o z rn c� o � � Uq C 00 z _ m � FM oonNo IE A E M SMT TM -s r=20' --O' o zo .0 80 TRE—No. TRE_No.1 TRE_No.1 FM Q= ll�E MM/A Q= THE NW/4 Q= ffiC. %,, TMK wm NO MW THE PS/4, THE PO/A MC. M7 TM� wm C Q= FENTOKMUM,i • MATCHLAE: SEE SPIFFY TR -5 KEI%W NOT TO SCALE 0! STATE OF WASHINGTON REGISTERQ LAND TECT ,EFF M. VARLEY CERTIFICATE No, 774 VVftw---f> 9-2.60-ltv K"TCHL TR -10 No. I Dote I 8y I Ckd. VW. 26.11.1 FB JV J REVISION 2 3 8.10.1 F6 JV J REVISION 3 Revision EXISTING IKEA BULDNG o�o o� � ao MATCFiLINE: SEE SPIFFY TA -7 VANqlj*' -ow r -cop n0. 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POOR SAVE STREET TREE TRiMDECAY 50x DIE- BACK IN CROWN 17 MAPLE 11.6" 24' x 20' HEALTHY SAVE STREET TREE 18 MAPLE 9.2" 1$t x 16! HEALTHY SAVE STREET E. LEAN" 19 MAPLEE 11.aN 22• x 18! HEALTHY SAVE STREET TREE 20 MAPLE 14 7N 26• x20f HEALTHY SAVE STREET TREE9 LEANG 21 SYCAMORE 17.6* 42f x 35t HEALTHY SAVE STREET TREE »» :.i, E:z .. is r ' .. „. „ S ».a . .;S :Lr« «75«r.7'dxr 2 4 SYC Ar1r1t�RE 17 .a 34 x 29 HEALTHY EAL SAVE STREET TREE 25 SYCAMORE 12.3" 34' x 29' HEALTHY SAVE STREET TREE 26 SYCAMORE MORE 12 5w 26• x24, HEALTHY SAVE STREET TREE 27 SYCAMOREE i0.1w 29! x 24! H EALTHY SAVE STREET TREE 28 SYCAMORE N 1 6.0 • ! 32 x HEALTHY EAL SAVE STREET TREE LEAN" TREE, EA�NMNGG ':'itS«rY C:.7f:SE:: 7':«4»Sr.«««:.•.7Ar:««S:�«::°«• 30 SY k CAMd E N 17.1" 1 • f 7 x 3 28 HEAL THY SAVE STREET «r««.x«Lr«l«:r..r«;.r•••«««7:':ii»«.•rr..«:.z•••rr:»•. TREE. LEAAwNNG 31 SYCAMORE 14aN 33• x34• HEALTHY SAVE SIREET TREE, LEANG 32 SYCAMORE 12.5" 34! x 30' HEALTHY SAVE STREET TREE 33 SYCAMORE 11.4" 28' x 33' HEALTHY SAVE STREET TREE 36 S'1 CA K E 11.4" 32' x 30 HEALTHY SAVE STREET TREE 37 SYCAMORE 10.4" 24' x 26' HEALTHY SAVE STREET TREE 38 SYCAMORE 12.0" 33' x 24' HEALTHY SAVE STREET TREE 39 SYCAMORE 9.3" 26' x 26' HEALTHY SAVE STREET TREE 40 SYCAMORE 9.6" 22' x 26' HEALTHY SAVE STREET TREE 41 SYCAMORE 11.8" 28' x 31' HEALTHY SAVE STREET TREE 42 SYCAMORE 11.4" 20' x 20' HEALTHY SAME STREET TREE, ONE SIDED CROWN TO THE NORTH 43 OR"E 12.6" 34' x 22' HEALTHY SAVE STREET TREE, ONE SIDED CROWN TO THE NORTH : 45 SYCAMORE 9.5" 29' x 26' HEALTHY SAVE STREET TREE 46 SYCAMORE 10.1" 24' x 31' HEALTHY SAVE STREET TREE, LEANING 47 SYCAMORE 10.5" 29' x 30' HEALTHY SAVE STREET TREE 48 SYCAMORE 9.2" 25' x 24' HEALTHY SAVE STREET TREE 49 SYCAMORE 8.2" 25' x 24' HEALTHY SAVE STREET TREE 50 SYCAE 10.7" 29' x 24' HEALTHY SAVE STREET TREE 51 SYCAMORE 10.9" 33' x 27' HEALTHY SAVE STREET TREE 52 SYCAMORE 9.7" 26' x 22' HEALTHY SAVE STREET TREE 53 SYCAMORE 10.4" 28' x 30' HEALTHY SAVE STREET TREE 54 SYCAMORE 11.2" 24' x 26' HEALTHY SAVE STREET TREE W.,s :A.« «5uinii:«•" FF«r :sw. 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VARLEY CERTIFICATE No. 774 r'Xr� f� - 9 -2S ---1u IUD &--V- �& E N ww --1 ~ z C J1 ❑ ❑ z c rr 4 C^ 7 o � rn 'J1 �> s� �� m r. CD �m m r•� a� 00 0 0 E N D 0 C J1 ❑ ❑ � Q o � �> 4x z ma �� ' m CD �m 000 00 0 0 m C n � Z wy CL E N c Job NurMw Jw L- a) c D 0 C J1 ❑ ❑ fOA o _5 c Job NurMw Jw L- a) c �4 LAJ O'n CN U-) 4r - E so c O cu a. i6 LZ 9w 0 20 40 80 w Z 0 ---------- WATER METER (610) 834-OISM CELL 303-549-4623 WhAffifimewu _ftA 10, VA 8"DI FIRE LINE Z F 0 0 S WA 98032 0- CONTACT: JAY GPM. PE c z m c LAJ O'n CN U-) 4r - E so c O cu a. i6 LZ 9w 0 20 40 80 m I -T- -7 ---------- WATER METER (610) 834-OISM CELL 303-549-4623 WhAffifimewu _ftA 10, VA 8"DI FIRE LINE NAL F 0 0 S WA 98032 IN CONTACT: JAY GPM. PE (425)251-6222 z m m cn 9 > "/A(c FPSV (FIRE PROTECTION SERVICE M m : m m 41_v�; m EX. ALL PACKAGN1G rpsv 8 FH I FELINES )I FIR L it _6 LL WATER ..LVE RESS & PAVLN-Q--- ' fie — 0 ss a It - EASEMENT Pot., . . . . . . . . . . . . 1w at.* w w w +— EX 12 Wm — 8 1 10 WAT-__R VALVE FM HODPMT *"LET CV -4 WATER VAULT .. .. . ..... ... 0 cl� iv Roln F INES In EX 10" FIRE SERVICE (FROM SURVEY PAINT MARKS, NOT SHOWN ON RECORDS) WATER VALVE OPP, AND (2) WATER METERS m m m m m W m m m m m al FPSV FPSV - --- -------------- ---------------- 41hompf"ammV 40 41 6 �o■ATER�P���� wN � •• � r � j w IALVE VYA 1 a �`' t" LE VM.&N tN1 IV, I FA VW 'A�Wj, TiA K 'TALV L X it ­11'ER VALVE noon" 0— NEW #X w w w w 'Alk HYDRANT FDC WATER M/1-1 W/12- GV FPSV low I WATER� AE EASEMENT REC. 09020546 -a 8"DI FIRE L A& 11 A IM I WATER VAULT WATER METER { `�m m m M;m m m m I�iMICEA3TOF� Y Il � � 1 WI � EX. WATER AAAIN PLAN VIEW SCALE: 1 "=40' 0 SOL EX Al I AANM ■ PAMACM m -ADM �cT yew VFW Is N- ■ w row= 11 LF r 1"we I TO WJTo �AAMU wm OR OR I= ■ _Wr 8%w FW f WON MEW V CC=A BACOLM FDC'` ■ ■ CV -4 wwfm "WME OF TO wINOW MEM, & K ECT TO Fm ■ 10 P1 DI FIRE LINE ■ w —1w w w w w 111 ■ < 6" WATER VAI. -.V■ F 10" WATER VALVE 8HWT M7CAMING 'nuc: ■ AL M6, A� Ir Fm awwg.;I= rr HYDRANT 0 An j 0%mm WATER VAULT TOM FPSV DMWU" K" PLACE "V61 FPIl�ii`/,r . 5V Ila a 3— Aft wr i i19 4, 4Lv T1 I K!, SCALE: 1 "=20' CALL 2 WORKNG DAYS EJEFOFE VERMCAL DATUM CITY OF RENTON, NAVD 88 BBK>#AAW-. CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) Approved by: Approved by: Approved by: Anaroved bv: it FMFff�CM F =I A&t [4 L J V KEYWAP NOT TO SCALE ------- Oak* -F"- -41t ah V IF 19 a i A A kitim # Is 7 ji L "N'LA- Mli - -e- V V PF V AA"AAIL i* i & 0 "N 4V Sj JF It V ............................. .................. HYDPAW TO w FFInt- I 10 DI FIRE LINE CV -4 LINE FDC wow TO ITY OF RENTON FIRE MW I 4DEPARTMENT r FWA 2 APM0WO TO For To -4 Cwftcfwft imiM in ftd 01wobmmam M7 9V AM" AL Jammmft =�Sfwa "WA7Eqmw IrINEFINEW&VO, e � �r V_ DWVA BACKPIUM A#0 and Z"'Norize the 10 ee�tl FW ViC!- C0T.*7`-"r& Capy of LpproVe� FPS -V 2- EXISTWG FIRE SERVICES TO By I IKEA GAP -AGE TO Dae L J DEMOLISH/ABANDON-IN PLACE ■ ■ ■ ■ �■I i IN 420 EX.west sLAAILI A11EA Litz PLAN VIEW SCALE: in =20' jh, All A Sq COWSHONOCKEN, PA 19426 CONTACT- D1111111GHT E. SLATON -T- -7 ---------- WATER METER (610) 834-OISM CELL 303-549-4623 WhAffifimewu _ftA 10, VA 8"DI FIRE LINE NAL F 0 0 S WA 98032 IN and Z"'Norize the 10 ee�tl FW ViC!- C0T.*7`-"r& Capy of LpproVe� FPS -V 2- EXISTWG FIRE SERVICES TO By I IKEA GAP -AGE TO Dae L J DEMOLISH/ABANDON-IN PLACE ■ ■ ■ ■ �■I i IN 420 EX.west sLAAILI A11EA Litz PLAN VIEW SCALE: in =20' jh, All A Sq COWSHONOCKEN, PA 19426 CONTACT- D1111111GHT E. SLATON CONISiii" WAAM Ro (610) 834-OISM CELL 303-549-4623 WhAffifimewu _ftA 28527 C/ST�ti rg- N CONSULTING ENGWERS 18215 72ND AYEI#A SOUTH KENT, NAL O rn cii WA 98032 rn CONTACT: JAY GPM. PE (425)251-6222 1111111111 -A- V, AL LUA 14 - MK A rt lop 0 �A;�v W, Ask Ask cn T n 0 _0 33 5 m cn z Z oz z m O 0 m z G z c K m m JZ Z m Z Ro c C6 m - z 0 r :0> O rn cii rn —Z z m m cn 9 > cn T n 0 _0 33 5 m cn z Z oz z m O 0 m z G z c K m m cn T 0 0 0 TiM m 0 7V C, m o < M -0 • >n z o7m X c" rb rn � m z m m > O m 14 z 0 r :0> O en rn cn T 0 0 0 TiM m 0 7V C, m o < M -0 • >n z o7m X c" rb rn � m z m m > 0 Q R a W m o 1 OF 10 FRONTAGE ILLUMINATION PLAN - SW43RD­ST - wz O� s B cc 3 III PLAN Ez U 18215 72ND AVE. SOUTH J a rn TION PLAN 15 U S � m' m J c ;• L19 OF 28 c IRRIGATION PLAN F 15 Q a N.I.C. m o 1 OF 10 FRONTAGE ILLUMINATION PLAN - SW43RD­ST - wz O� s 6 L16 28 3 III PLAN Ez TREE RETENTION 18215 72ND AVE. SOUTH HF -1 w U0: a rn TION PLAN 15 c CONTACT: BRIAN GILLOOLY, Lffi OF 28 m' m d c ;• L19 OF 28 c IRRIGATION PLAN F 15 FL CIVIL SHEET INDEX- LANDSCAPE SHEET INDEX; COT OF 42 ASSUILT CML COVER SHEET U LANDSCAPE CO2 OF 42 CONDITIONS OF APPROVAL N.I.c. CO2 -1 OF 42 GENERAL CONSTRUCTION NOTES � � ��� N CO2 -2 OF 42 GENERAL CONSTRUCTION RTES N.I.c L4 28 1 ANDSC PLAN N.I.C.L5 28 LAND PLAN 01>4 OF 49 CML D€IMGLR10N AND TEBG RAN NJ.0 L6 28 APE PLAN n 9 OF 42 CIVIL D€MOLITION AID L TESD PAN NIG L7 28 CAPE PLAN 3 co a- ^� 4a CiIIL D€IMOLMON AND TESL PI AN NIG LS 28 PLAN Z 68-4 OF 42 TEST NOTES AND DETAILS 141C. c LTO 8 -ANDSC PLAN Q CU OF 42 OVERALL SITE PAVING PLAN L71 28 LANDSCAPE C1.3 -i OF 42 CML SITE PLAN LM LANDSCAPE PL CL3-2 OF 42 CML SITE PLAN L13 28 LANDSCAPE PLANT TERIA CL3-0 OF 42 CML SITE PLAN L 28 LANDSCAPE PLANT MA A CL4-1 OF 42 CML GRADING PLAN 28 LANDSCAPE NOTES AND s 01.4-2 OF 42 CML GRADING PLAN CIA -3 OF 42 CML GRADING PLAN 3 0 CL5-1 OF 42 CML STORM DRAINAGE PLAN CT5-2 OF 42 CIVIL STORM DRAINAGE PLAN N.I.C. = DRAWINGS NOT INCLUDED WITH AS BUILT J CL5-3 OF 42 CIVIL STORM DRAINAGE PLAN C1.5-4 OF 42 CIVIL SECTIONS AND DETAILS CL5-5 OF 42 CML SECTIONS AND DETAILS CL8-1 OF 42 SW 41ST ST. IMPROVEMENT PLAN CL6-2 OF 42 SW 43RD ST. IMPROVEMENT PLAN _ PLAN CLI -4 OF 42 UND AVE. 3VN WRB RAMPS 1 , L �[ CL7-2 OF 42 SANITARY SEWER IMPROVEMENTS i[ CL7-3 OF 42 SANITARY SEWER IMPROVEMENTS CL7-4 OF 42 WATER MAN IMPROVEMENTS CL7-5 OF 42 WATER MAIN IMPROVEMENTS C1.7-6 OF 42 WATER MAIN IMPROVEMENTS C1.7-7 OF 42 WATER NOTES AND DETAILS C1.7-8 OF 42 WATER RTES AND DETAILS CL7-9 OF 42 SEWER NOTES AND DETAILS C21 OF 42 CML ONSITE DETAILS C22 OF 42 CML ONSITE DETAILS 02.3 OF 42 CML SITE DETAILS `. < C24 OF 42 ACCESSIBLE RAMP NOTE AND DETAILS C2.5 OF 42 ROAD AND DRAINAGE PATES DETAILS. - C26 OF 42 ROAD AND DRAINAGE NOTES DETAILS C27 OF 42 DRAINAGE NOTES AND DETAILS NEW M' STORE REDEVELOPMENT UiLdT N.I.C. � - 1 OF 10 FRONTAGE ILLUMINATION PLAN - SW43RD­ST - N.I.C. I 6 L16 28 LANDSCAPE III PLAN 5 TREE RETENTION 18215 72ND AVE. SOUTH LO OF LANDSCAPE TION PLAN 15 TREE RETENR PLAN CONTACT: BRIAN GILLOOLY, Lffi OF 28 LANDSCAPE I GATON PLAN TREE PLAN ;• L19 OF 28 4 OF 10 FRONTAGE ILLUMINATION PLAN - SW41ST 8T AND LJND AVENUE 5 OF A FRONTAGE ILLUMINATION PLAN - SW41ST ST IRRIGATION PLAN F 15 TREE ON PLAN E L20 OF 28 DSC IRRIGATION PLAN F 1S PLAN tx Sr L21 OF 28 LAN IRRIGATION PLAN F 15 PLAN I L22 OF 28 LA PE IRRIGATION PLAN 15 PLAN WTFEEFErENnON Ir L23 OF 28 8 OF 10 FRONTAGE ILLUMINATION PLAN - DETAILS IRRIGATION PLAN 15 E PLAN L24 OF 28 NDSCAPE IGATICN PLAN F 15 E PLAN L25 OF 28 APE TION PLAN F 15 TREE PLAN b OF 10 FRONTAGE ILLUMINATION PLAN - SPECIAL PROVISIONS L26 OF 28 LANDSCAPE IRRI ON PLAN F 1 TREE L27 OF LANDSCAPE FIR PLAN TREE RETENTION LEGEND L28 OF LANDSCAPE IRRIGATION 8 TROU TREE RETENTION LEGEND TAX PARCEL NUMBER: 362304-9113 AND 312305-9169 SOOt SO" 212TH STREET KENT, WA 98032 AND PETALS TING ENGINEERS, BEENS REELECrELD VERIFIED INVERT AND RIM EE.LO� F 15 TREE RETEMION PLAN 11LS -TO-SCALE) LEGAL DESCRIPTION: SITE ADDRESS. (253) 395-7065 OF 15 TREE RETENTION EXISTING f (PER CHICAGO TITLE INSURANCE COMPANY OF WASHINGTON SUBDIVISION 3 SCH NEW M' STORE REDEVELOPMENT UiLdT d ro � - 1 OF 10 FRONTAGE ILLUMINATION PLAN - SW43RD­ST - (425) 251-6222 I 6 VERTICAL DATUM: VERTICAL DATUM FOR THIS PROJECT IS NAVD88 PER CITY OF RENTON. CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION. BEING 19.488 FEET (NAVD88) CONVERSION FORMULA: NGVD 29= NAVD88-3.543' UTILmEB/�� Ix CONSTRUCWON MANAGER BARGRAUSEN CONSULTING 2 OF 10 FRONTAGE ILLUMINATION PLAN - SW43RD ST AND LIND AVENUE 18215 72ND AVE. SOUTH KENT, WA 98032 0 800 SW 43RD S1, RENTON, WASHINGTON, 98057 I CONTACT: BRIAN GILLOOLY, 3 OF IO FRONTAGE ILLUMINATION PLAN - LND AVENUE WA 98032 GROSS LOT AREA: PHONE: n a ;• 0 4 OF 10 FRONTAGE ILLUMINATION PLAN - SW41ST 8T AND LJND AVENUE 5 OF A FRONTAGE ILLUMINATION PLAN - SW41ST ST ._ E "s 6 OF 10 FRONTAGE ILLUMINATION PLAN - POLE SCHEDULES o tx Sr 11 G DATED MAY 16, 1995. THE SUBJECT PROPERTY IS IN ZONE X. 7 OF 10 FRONTAGE ILLUMINATION PLAN - NOTES AND DETAILS iLLQ I Ile 1055 SOUTH GRAPY WAY, 1ST FLOOR S Ir My 8 OF 10 FRONTAGE ILLUMINATION PLAN - DETAILS TTrl ': I ZONING (PER CITY OF RENTON): (IM) INDUSTRIAL MEDIUM. 9 OF 10 FRONTAGE ILLUMINATION PLAN - DETAILS I DATE OF SURVEY: vFIELD REFERENCE SURVEY: I g8 b OF 10 FRONTAGE ILLUMINATION PLAN - SPECIAL PROVISIONS I SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED IN FEBRUARY, POWER/ GAS FIRE: - RENTON SHORT PLAT LUA99-103-SHPL200 s . � LEGAL DESC:RPT M 2014. ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. PucEi SWND ENERGY IRIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN TAX PARCEL NUMBER: 362304-9113 AND 312305-9169 SOOt SO" 212TH STREET KENT, WA 98032 o TING ENGINEERS, BEENS REELECrELD VERIFIED INVERT AND RIM EE.LO� > O -TO-SCALE) LEGAL DESCRIPTION: SITE ADDRESS. (253) 395-7065 SANITARY SEWERHAS TIONS OF NE S ORM< AND WATER MAINTO CALL 2 WORKING DAYS SYS EMS. FIELD VER F ED INVERTAND f (PER CHICAGO TITLE INSURANCE COMPANY OF WASHINGTON SUBDIVISION LL RIM ELEVATIONS WERE OBTAINED BY DEACON AND NOWHWEST CONSTRUCTION IN AUGUST 2017. A GUARANTEE/CERTIFICATE NO. 0009723-06 EFFECTIVE DATE FEBRUARY 21, 2014 AT BEFORE YOU DIG FIELD SURVEY BY BARGRAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCED IN OCTOBER 2017. j THE ON-SIIE PRIVATE STORM DRAINAGE FACILITIES AND PUBUC/PRIVATE WATER AND SEWER SYSTEMS 8:OQAM) a WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD ff LOTS 8 AND C. CITY OF RENTON SHORT PLAT NUMBER LUA99-103-SHPL. RECORDED 2 �?T� UNDER RECORDING NUMBER 20000228900001 IN KING COUNTY, WASHINGTON: TOGETHER WITH NON-EXCLUSIVE EASEMENTS FOR VEHICULAR ACCESS, INGRESS AND EGRESS AS CREATED AND MORE PARTICULARLY DESCRIBED IN RECIPROCAL EASEMENT Jill_ AGREEMENTS RECORDED UNDER RECORDING NUMBERS 20000228000507 AND g 20000228000508. 3 V §$ BASS OF BEARINGS: T ON aRENITNINSSURVEY SELOPTOFO OCONTROLPOT NO.186WASHD RDSIION. AND NEBETW NSAID _ NEW M' STORE REDEVELOPMENT UiLdT a a CONTROL POINT NO. 1664 AND 593 WAS HELD FOR ROTATION, BEING SOUTH 40'13b4" - - - - - - - - - - - - I- --- - - - - �4D417 1a wJ WEST. _ _ _ _ _ e n _ _ _ _ _ _ _ _ _ _ _ _ NSB371041V_ _ _ _ _ _ QW AQ17P1 .4+`TT,LCCT_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ o I d ro � - KENT, WA 98032 (425) 251-6222 I 6 VERTICAL DATUM: VERTICAL DATUM FOR THIS PROJECT IS NAVD88 PER CITY OF RENTON. CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION. BEING 19.488 FEET (NAVD88) CONVERSION FORMULA: NGVD 29= NAVD88-3.543' UTILmEB/�� mm CONSTRUCWON MANAGER BARGRAUSEN CONSULTING I 18215 72ND AVE. SOUTH KENT, WA 98032 0 800 SW 43RD S1, RENTON, WASHINGTON, 98057 I CONTACT: BRIAN GILLOOLY, m WA 98032 GROSS LOT AREA: PHONE: n �: ;• 11 E FLOODZONE: FIRM (FLOOD INSURANCE RATE MAP 1 MAP N0.53033C0978F PANEL 978 OF 1725, o tx Sr 11 G DATED MAY 16, 1995. THE SUBJECT PROPERTY IS IN ZONE X. 4151St I , 1055 SOUTH GRAPY WAY, 1ST FLOOR S Ir My AJVICINITYMAP(NO I ZONING (PER CITY OF RENTON): (IM) INDUSTRIAL MEDIUM. I DATE OF SURVEY: vFIELD REFERENCE SURVEY: I z d I SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED IN FEBRUARY, POWER/ GAS FIRE: - RENTON SHORT PLAT LUA99-103-SHPL200 M N 2014. ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. PucEi SWND ENERGY IRIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN TAX PARCEL NUMBER: 362304-9113 AND 312305-9169 SOOt SO" 212TH STREET KENT, WA 98032 o TING ENGINEERS, BEENS REELECrELD VERIFIED INVERT AND RIM EE.LO� > O -TO-SCALE) SITE ADDRESS. (253) 395-7065 SANITARY SEWERHAS TIONS OF NE S ORM< AND WATER MAINTO CALL 2 WORKING DAYS SYS EMS. FIELD VER F ED INVERTAND a a CONTROL POINT NO. 1664 AND 593 WAS HELD FOR ROTATION, BEING SOUTH 40'13b4" - - - - - - - - - - - - I- --- - - - - �4D417 1a wJ WEST. _ _ _ _ _ e n _ _ _ _ _ _ _ _ _ _ _ _ NSB371041V_ _ _ _ _ _ QW AQ17P1 .4+`TT,LCCT_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ o I d ro � - KENT, WA 98032 (425) 251-6222 I w VERTICAL DATUM: VERTICAL DATUM FOR THIS PROJECT IS NAVD88 PER CITY OF RENTON. CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION. BEING 19.488 FEET (NAVD88) CONVERSION FORMULA: NGVD 29= NAVD88-3.543' UTILmEB/�� mm CONSTRUCWON MANAGER BARGRAUSEN CONSULTING I 18215 72ND AVE. SOUTH KENT, WA 98032 0 800 SW 43RD S1, RENTON, WASHINGTON, 98057 I CONTACT: BRIAN GILLOOLY, m WA 98032 GROSS LOT AREA: PHONE: n �: ;• 11 E FLOODZONE: FIRM (FLOOD INSURANCE RATE MAP 1 MAP N0.53033C0978F PANEL 978 OF 1725, o 11 G DATED MAY 16, 1995. THE SUBJECT PROPERTY IS IN ZONE X. I , 1055 SOUTH GRAPY WAY, 1ST FLOOR S Ir My s I ZONING (PER CITY OF RENTON): (IM) INDUSTRIAL MEDIUM. I DATE OF SURVEY: vFIELD REFERENCE SURVEY: I z d I SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED IN FEBRUARY, POWER/ GAS FIRE: - a a CONTROL POINT NO. 1664 AND 593 WAS HELD FOR ROTATION, BEING SOUTH 40'13b4" - - - - - - - - - - - - I- --- - - - - �4D417 1a wJ WEST. _ _ _ _ _ e n _ _ _ _ _ _ _ _ _ _ _ _ NSB371041V_ _ _ _ _ _ QW AQ17P1 .4+`TT,LCCT_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ o I d ro � - KENT, WA 98032 (425) 251-6222 N w VERTICAL DATUM: VERTICAL DATUM FOR THIS PROJECT IS NAVD88 PER CITY OF RENTON. CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION. BEING 19.488 FEET (NAVD88) CONVERSION FORMULA: NGVD 29= NAVD88-3.543' UTILmEB/�� mm CONSTRUCWON MANAGER BARGRAUSEN CONSULTING ENGINEERS. INC. 18215 72ND AVE. SOUTH KENT, WA 98032 0 800 SW 43RD S1, RENTON, WASHINGTON, 98057 FAX (425) 251-8782 CONTACT: BRIAN GILLOOLY, m WA 98032 GROSS LOT AREA: PHONE: n WATERSEWER AND ROADS: , WEST LOT AREA = 612,550± S.F. (14.06± ACRES) RA - E FLOODZONE: FIRM (FLOOD INSURANCE RATE MAP 1 MAP N0.53033C0978F PANEL 978 OF 1725, o EAST LOT AREA = 650,330± S.F. (14.93± ACRES) CITY OF RENTON PUBLIC WORKS DEPT. G DATED MAY 16, 1995. THE SUBJECT PROPERTY IS IN ZONE X. 1055 SOUTH GRAPY WAY, 1ST FLOOR S v c My s TOTAL AREA = 1262880± S.F. (28.99± ACRES) RENTON. WA 98057 (425) 430-6400 ZONING (PER CITY OF RENTON): (IM) INDUSTRIAL MEDIUM. DATE OF SURVEY: vFIELD REFERENCE SURVEY: z d SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED IN FEBRUARY, POWER/ GAS FIRE: - RENTON SHORT PLAT LUA99-103-SHPL200 M N 2014. ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. PucEi SWND ENERGY IRIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN TAX PARCEL NUMBER: 362304-9113 AND 312305-9169 SOOt SO" 212TH STREET KENT, WA 98032 o TING ENGINEERS, BEENS REELECrELD VERIFIED INVERT AND RIM EE.LO� > O SITE ADDRESS. (253) 395-7065 GREENBERG FARROW CENTURY LINK 3 EXECUTIVE DRIVE, SUITE 150• 23315 66TH AVE S SOMERSET, NJ 08873 KEW WA 98032 (253] 372-5361 0 732.584.3961 C 908.625.9195 T 732.537.0811 X8274 CONTACT: ROBERT J WARSHEFSKI JR. AIA, RENTON FIRE ¢ EMERGENCY NCARB, SENIOR ASSOCIATE SERVICES EMAIL: WARSHEFSKIOGREENBERGFARROW.COM 1055 S GRADY WAY RENTON, WA 98057 (425) 430-7000 VERTICAL DATUM± CITY OF RENTON, NAVD 88 BENCHMARK' CIN OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) AS -BUILT by ENGINEER BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 (425) 251-6222 FAX (425) 251-8782 CONTACT: JAY GRUBB. P.E. EMAIL: JGRUBBBBARGHAUSEN.COM aY � 11 l: ■ills BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 (425) 251-6222 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWIGHT E. SLATON FAX (425) 251-8782 601 SW 41ST ST RENTON, WASHINGTON, 98057 SURVEYOR CONSTRUCWON MANAGER BARGRAUSEN CONSULTING ENGINEERS. INC. 18215 72ND AVE. SOUTH KENT, WA 98032 0 800 SW 43RD S1, RENTON, WASHINGTON, 98057 FAX (425) 251-8782 CONTACT: BRIAN GILLOOLY, P.L.S. WA 98032 n I,EeI V - FLOODZONE: FIRM (FLOOD INSURANCE RATE MAP 1 MAP N0.53033C0978F PANEL 978 OF 1725, o ¢ DATED MAY 16, 1995. THE SUBJECT PROPERTY IS IN ZONE X. v c My s ZONING (PER CITY OF RENTON): (IM) INDUSTRIAL MEDIUM. r REFERENCE SURVEY: z d m RENTON SHORT PLAT LUA99-103-SHPL200 M N < IRIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN TING ENGINEERS, BEENS REELECrELD VERIFIED INVERT AND RIM EE.LO� > O SANITARY SEWERHAS TIONS OF NE S ORM< AND WATER MAINTO CALL 2 WORKING DAYS SYS EMS. FIELD VER F ED INVERTAND f LL RIM ELEVATIONS WERE OBTAINED BY DEACON AND NOWHWEST CONSTRUCTION IN AUGUST 2017. A BEFORE YOU DIG FIELD SURVEY BY BARGRAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCED IN OCTOBER 2017. j THE ON-SIIE PRIVATE STORM DRAINAGE FACILITIES AND PUBUC/PRIVATE WATER AND SEWER SYSTEMS n a WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD ff 2 all REVISIONS AND FUNCTION AS INTENDED. GREENBERG FARROW CENTURY LINK 3 EXECUTIVE DRIVE, SUITE 150• 23315 66TH AVE S SOMERSET, NJ 08873 KEW WA 98032 (253] 372-5361 0 732.584.3961 C 908.625.9195 T 732.537.0811 X8274 CONTACT: ROBERT J WARSHEFSKI JR. AIA, RENTON FIRE ¢ EMERGENCY NCARB, SENIOR ASSOCIATE SERVICES EMAIL: WARSHEFSKIOGREENBERGFARROW.COM 1055 S GRADY WAY RENTON, WA 98057 (425) 430-7000 VERTICAL DATUM± CITY OF RENTON, NAVD 88 BENCHMARK' CIN OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) AS -BUILT by ENGINEER BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 (425) 251-6222 FAX (425) 251-8782 CONTACT: JAY GRUBB. P.E. EMAIL: JGRUBBBBARGHAUSEN.COM aY � 11 l: ■ills BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 (425) 251-6222 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWIGHT E. SLATON FAX (425) 251-8782 PLIAiNC:EiS RIDSP. SURVEYOR CONSTRUCWON MANAGER BARGRAUSEN CONSULTING ENGINEERS. INC. 18215 72ND AVE. SOUTH KENT, WA 98032 (425) 251-6222 E: D T%ATONSKEAWN ENGINEER: 18215 HAUSEN CONUELTING ENGINEERS FAX (425) 251-8782 CONTACT: BRIAN GILLOOLY, P.L.S. THE PROJECT IS TO REDEVELOP THE EXISTING IKEA SITE WITH A NEW 399,178 SQUARE FOOT RETAIL STORE AND ASSOCIATED SITE IMPROVEMENTS INCLUDING PARKING. SIDEWALKS, LANDSCAPING, LOT LIGHTING. AND UTILITIES. THE NEW STORE WILL HOUSE A SHOWROOM, RETAIL AREA, RESTAURANT, PUBLIC SELF -SERVE WAREHOUSE SPACE, AND ASSOCIATED NON-PUBLIC WAREHOUSE SPACE. SITE AND DEVELOPMENT DATA: 1. ZONING: MEDIUM INDUSTRIAL (MI) 2. SITE AREA (2 PARCELS APN'S 362304-9113 & 312305-9169) 28.99 ACRES (1,262,880 SO. Fi.) 3. AREA OF SITE DISTURBANCE: 28.99 ACRES (1,262,880 SQ. FT.) 4. BUILDING/STRUCTURES: o. GROSS FLOOR AREA, EXISTING: IKEA RETAIL CENTER: 397,972 SO. FT. b. GROSS FLOOR AREA, PROPOSED: IKEA RETAIL CENTER: 399,178 SQ. FT. 'KEA REMIL CENTER, 25.000 Be. FT. TOM FtOCIR AREA PROPOSED 444, 78 50. ff. t 1,262,804 c. NET FLOOR AREA, PROPOSED: IKEA RETAIL CENTER: 399,178 SQ. FT. MAX SITE COVERAGE: NO REQUIREMENT 5. PARKING CALCULATIONS: a. PARKING, REQUIRED: BIG BOX RETAIL - 2.5 PARKING STALLS PER 1,000 SQUARE FEET OF NET FLOOR AREA b. (444,178 NET SO. FT. W/FUTURE EXPANSION/ 1000 SQ. FT.) P 2.5 = 998 ALLS REQUIRED c. (399,178 NET SO. FT. / 1000 SO. FT.) • 2.5 = 967 STALLS REQUIRED d. PARKING, EXISTIN 1,352 STALLS e. PARKING, PROPOSED: T,578 -,STALLS (NO MORE THAN 1;S STALLS AFTER FUTURE EXPANSION) 1572 1502 I. BICYCLE PARKING AT 10% OF REQUIRED AUTO PARKING = 967 • .10 = 97 BICYCLE STALLS g. BICYCLE STALLS PROVIDED = 54 6. BUILDING SETBACK: o. SETBACK, FRONT YARD ALONG OTHER STREET: 15 FEET D. SETBACK. REAR: 0 FEET c. SETBACK, SIDE YARD ALONG PRINCIPLE ARTERIAL STREET: 20 FEET d. SETBACK, SIDE YARD ALONG OTHER STREET: 15 FEET 7. LOT COVERAGE: o. TOTAL NEW IMPERVIOUS SURFACE: 1,093,074 SO. FT. BUILDING ROOF/CANOPY: 287,950 SO. FT. HARDSCAPE: 790.974 SQ. FT. WETPOND BELOW STATIC: 14,150 S0. FT. b. TOTAL NEW PERVIOUS SURFACE: 169,806 SO. FT. LANDSCAPING, INTERIOR: 119,900 SO. FT. LANDSCAPING. PERIMETER: 28,244 SQ. FT. LANDSCAPING, RAIN GARDEN: 12,650 SO. FT. WET POND: 9013 SQ. FT. (AREA ABOVE STATIC WATER SURFACE EL. 19) c. EXISTING PERVIOUS SURFACE: 88.400 SO. FD. c. EXISTING IMPERVIOUS SURFACE: 1,174,813.2 SQ. FT. d. NET CHANGE IN IMPERVIOUS SURFACE (a -c = CHANGE) - 81,739 SQ. FT. (-1.87 AC) LESS AREA 8. LANDSCAPING: o. REQUIRED LANDSCAPING, INTERIOR: 35 SQ. FT. PER PARKING SPACE _ 58.310 S0. Fi. b. PROVIDED LANDSCAPING, INTERIOR 96.817 SO. R. + (RAIN GARDEN) 35,732 SO. FT. = 132,549 SO. Fi. c. REQUIRED LANDSCAPING PERIMETER: 10 FOOT STREET FRONTAGE SETBACK d. PROVIDED LANDSCAPING, PERIMETER: 10 FOOT STREET FRONTAGE SETBACK, (28244 SQ. FT.) 9. BUILDING HEIGHT: o. MAXIMUM HEIGHT: NONE b. PROPOSED HEIGHT: 48 FEET CITY OF RENTON mP�G14AL��Z DEPARTMENT OF PUBLIC WORKS ASBUILT CIVIL COVER SHEET IKEA REDEVELOPMENT, RENTON, WA. = oENGI cvB DATE 6/11 /z015 FATE No. U15001266 y mm A L4T',T'a ENG%OW CIEQ23) JSG wxE 1••=100' FELDIMK PAGE_ PPRiO®61�IW w42 R-3847100 co N Ln F w d 1 IKEA PROPERTY INC SP pF S B 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWIGHT E. SLATON PLIAiNC:EiS RIDSP. ` CONSTRUCWON MANAGER (610) 834-0180, cu 3m-549-4623 Dole 28527 C q<rf�f'cjs t0.± �.1� 1 E: D T%ATONSKEAWN ENGINEER: 18215 HAUSEN CONUELTING ENGINEERS Dale Dale OVAL f + WA 98032 Dole I,EeI V CONTACT: JAY GRUBB• PE (425)251-6222 THE PROJECT IS TO REDEVELOP THE EXISTING IKEA SITE WITH A NEW 399,178 SQUARE FOOT RETAIL STORE AND ASSOCIATED SITE IMPROVEMENTS INCLUDING PARKING. SIDEWALKS, LANDSCAPING, LOT LIGHTING. AND UTILITIES. THE NEW STORE WILL HOUSE A SHOWROOM, RETAIL AREA, RESTAURANT, PUBLIC SELF -SERVE WAREHOUSE SPACE, AND ASSOCIATED NON-PUBLIC WAREHOUSE SPACE. SITE AND DEVELOPMENT DATA: 1. ZONING: MEDIUM INDUSTRIAL (MI) 2. SITE AREA (2 PARCELS APN'S 362304-9113 & 312305-9169) 28.99 ACRES (1,262,880 SO. Fi.) 3. AREA OF SITE DISTURBANCE: 28.99 ACRES (1,262,880 SQ. FT.) 4. BUILDING/STRUCTURES: o. GROSS FLOOR AREA, EXISTING: IKEA RETAIL CENTER: 397,972 SO. FT. b. GROSS FLOOR AREA, PROPOSED: IKEA RETAIL CENTER: 399,178 SQ. FT. 'KEA REMIL CENTER, 25.000 Be. FT. TOM FtOCIR AREA PROPOSED 444, 78 50. ff. t 1,262,804 c. NET FLOOR AREA, PROPOSED: IKEA RETAIL CENTER: 399,178 SQ. FT. MAX SITE COVERAGE: NO REQUIREMENT 5. PARKING CALCULATIONS: a. PARKING, REQUIRED: BIG BOX RETAIL - 2.5 PARKING STALLS PER 1,000 SQUARE FEET OF NET FLOOR AREA b. (444,178 NET SO. FT. W/FUTURE EXPANSION/ 1000 SQ. FT.) P 2.5 = 998 ALLS REQUIRED c. (399,178 NET SO. FT. / 1000 SO. FT.) • 2.5 = 967 STALLS REQUIRED d. PARKING, EXISTIN 1,352 STALLS e. PARKING, PROPOSED: T,578 -,STALLS (NO MORE THAN 1;S STALLS AFTER FUTURE EXPANSION) 1572 1502 I. BICYCLE PARKING AT 10% OF REQUIRED AUTO PARKING = 967 • .10 = 97 BICYCLE STALLS g. BICYCLE STALLS PROVIDED = 54 6. BUILDING SETBACK: o. SETBACK, FRONT YARD ALONG OTHER STREET: 15 FEET D. SETBACK. REAR: 0 FEET c. SETBACK, SIDE YARD ALONG PRINCIPLE ARTERIAL STREET: 20 FEET d. SETBACK, SIDE YARD ALONG OTHER STREET: 15 FEET 7. LOT COVERAGE: o. TOTAL NEW IMPERVIOUS SURFACE: 1,093,074 SO. FT. BUILDING ROOF/CANOPY: 287,950 SO. FT. HARDSCAPE: 790.974 SQ. FT. WETPOND BELOW STATIC: 14,150 S0. FT. b. TOTAL NEW PERVIOUS SURFACE: 169,806 SO. FT. LANDSCAPING, INTERIOR: 119,900 SO. FT. LANDSCAPING. PERIMETER: 28,244 SQ. FT. LANDSCAPING, RAIN GARDEN: 12,650 SO. FT. WET POND: 9013 SQ. FT. (AREA ABOVE STATIC WATER SURFACE EL. 19) c. EXISTING PERVIOUS SURFACE: 88.400 SO. FD. c. EXISTING IMPERVIOUS SURFACE: 1,174,813.2 SQ. FT. d. NET CHANGE IN IMPERVIOUS SURFACE (a -c = CHANGE) - 81,739 SQ. FT. (-1.87 AC) LESS AREA 8. LANDSCAPING: o. REQUIRED LANDSCAPING, INTERIOR: 35 SQ. FT. PER PARKING SPACE _ 58.310 S0. Fi. b. PROVIDED LANDSCAPING, INTERIOR 96.817 SO. R. + (RAIN GARDEN) 35,732 SO. FT. = 132,549 SO. Fi. c. REQUIRED LANDSCAPING PERIMETER: 10 FOOT STREET FRONTAGE SETBACK d. PROVIDED LANDSCAPING, PERIMETER: 10 FOOT STREET FRONTAGE SETBACK, (28244 SQ. FT.) 9. BUILDING HEIGHT: o. MAXIMUM HEIGHT: NONE b. PROPOSED HEIGHT: 48 FEET CITY OF RENTON mP�G14AL��Z DEPARTMENT OF PUBLIC WORKS ASBUILT CIVIL COVER SHEET IKEA REDEVELOPMENT, RENTON, WA. = oENGI cvB DATE 6/11 /z015 FATE No. U15001266 y mm A L4T',T'a ENG%OW CIEQ23) JSG wxE 1••=100' FELDIMK PAGE_ PPRiO®61�IW w42 R-3847100 co N Ln F w d 1 O Tt Q sw s In It EL Q LL O F,n Z 0 Q Z U s $ 34 �C o 0 S W 0 211 z 0 25 CONDITIONS OF APPROVAL 1. THE APPLICANT SHALL COMPLY WITH THE TWO MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED SEPTEMBER 8, 2014. 2. THE APPLICANT SHALL BE REQUIRED TO PROVIDE ON-SITE LANDSCAPE BUFFERS ALONG THE PERIMETER OF THE SITE ADJACENT TO SW 43RD ST TO A MINIMUM WIDTH OF 20 FEET TO ACCOMMODATE A VARIETY OF VEGETATION. LANDSCAPING ALONG UND AVE SW SHOULD CONTINUE THE LANDSCAPE WIDTH OF 30 -FEET USED ON NEIGHBORING SITES ALONG LIND AVE SW. ADDITIONALLY, ALL PERIMETER PARKING LOT LANDSCAPING SHALL BE REVISE TO INCLUDE THE FOLLOWING: TREES PLANTED AN AVERAGE MINIMUM RATE OF ONE TREE PER 30 LINEAL FEET OF STREET FRONTAGE; SHRUBS PLANTED AT THE MINIMUM RATE OF ONE PER 20 SQUARE FEET OF LANDSCAPED AREA; GROUND COVER IN SUFFICIENT QUANTITIES TO PROVIDE AT LEAST 90% COVERAGE OF THE LANDSCAPED AREA WITHIN 3 YEARS OF INSTALLATION; AND THE USE OF BERMS A MINIMUM OF 3 FEET IN HEIGHT. EXISTING HEALTHY MATURE TREES WHICH ARE LOCATED WITHIN PERIMETER LANDSCAPE BUFFERS SHALL BE MAINTAINED TO THE MAXIMUM EXTENT POSSIBLE AND PROTECTED DURING CONSTRUCTION UNLESS DETERMINED BY AN ARBORIST THAT SUCH TREE IS DEAD, DISEASED, OR DANGEROUS. A REVISED LANDSCAPE PLAN SHALL BE SUBMITTED TO. AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO 3. THE APPLICANT SHALL PROVIDE SCREENING DETAIL FOR ROOF -TOP EQUIPMENT CONSISTING OF CLERESTORIES. PARAPETS, WALLS, OR OTHER SIMILAR SOLID, NON -REFLECTIVE BARRIERS OR ENCLOSURES. THE ROOF -TOP SCREENING DETAIL SHALL BE PROVIDED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER 4. THE APPLICANT SHALL REVISE THE SITE PLAN TO REFLECT A PARKING AREA WHICH OPERATES AT NO LESS THAN 90% OF CAPACITY, OR NO MORE THAN 1,508 PARKING STALLS. THE REVISED SITE PLAN SHALL BE SUBMITTED TO, AND APPROVED. BY THE M N a � a S W 0 211 z 0 25 CONDITIONS OF APPROVAL 1. THE APPLICANT SHALL COMPLY WITH THE TWO MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED SEPTEMBER 8, 2014. 2. THE APPLICANT SHALL BE REQUIRED TO PROVIDE ON-SITE LANDSCAPE BUFFERS ALONG THE PERIMETER OF THE SITE ADJACENT TO SW 43RD ST TO A MINIMUM WIDTH OF 20 FEET TO ACCOMMODATE A VARIETY OF VEGETATION. LANDSCAPING ALONG UND AVE SW SHOULD CONTINUE THE LANDSCAPE WIDTH OF 30 -FEET USED ON NEIGHBORING SITES ALONG LIND AVE SW. ADDITIONALLY, ALL PERIMETER PARKING LOT LANDSCAPING SHALL BE REVISE TO INCLUDE THE FOLLOWING: TREES PLANTED AN AVERAGE MINIMUM RATE OF ONE TREE PER 30 LINEAL FEET OF STREET FRONTAGE; SHRUBS PLANTED AT THE MINIMUM RATE OF ONE PER 20 SQUARE FEET OF LANDSCAPED AREA; GROUND COVER IN SUFFICIENT QUANTITIES TO PROVIDE AT LEAST 90% COVERAGE OF THE LANDSCAPED AREA WITHIN 3 YEARS OF INSTALLATION; AND THE USE OF BERMS A MINIMUM OF 3 FEET IN HEIGHT. EXISTING HEALTHY MATURE TREES WHICH ARE LOCATED WITHIN PERIMETER LANDSCAPE BUFFERS SHALL BE MAINTAINED TO THE MAXIMUM EXTENT POSSIBLE AND PROTECTED DURING CONSTRUCTION UNLESS DETERMINED BY AN ARBORIST THAT SUCH TREE IS DEAD, DISEASED, OR DANGEROUS. A REVISED LANDSCAPE PLAN SHALL BE SUBMITTED TO. AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO 3. THE APPLICANT SHALL PROVIDE SCREENING DETAIL FOR ROOF -TOP EQUIPMENT CONSISTING OF CLERESTORIES. PARAPETS, WALLS, OR OTHER SIMILAR SOLID, NON -REFLECTIVE BARRIERS OR ENCLOSURES. THE ROOF -TOP SCREENING DETAIL SHALL BE PROVIDED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER 4. THE APPLICANT SHALL REVISE THE SITE PLAN TO REFLECT A PARKING AREA WHICH OPERATES AT NO LESS THAN 90% OF CAPACITY, OR NO MORE THAN 1,508 PARKING STALLS. THE REVISED SITE PLAN SHALL BE SUBMITTED TO, AND APPROVED. BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION 5. THE APPLICANT SHALL BE REQUIRED TO PROVIDE A DETAILED INTERIM PARKING PLAN ALONG WITH EXECUTED OFF-SITE PARKING AGREEMENTS PRIOR TO CONSTRUCTION PERMIT OR DEMOLITION PERMIT APPROVAL WHICHEVER COMES FIRST. THE DETAILED INTERIM PARKING PLAN SHALL DEMONSTRATE, TO THE SATISFACTION OF THE CURRENT PLANNING PROJECT MANAGER THAT A SUFFICIENT NUMBER OF PARKING STALLS ARE PROVIDED ON AND/OR OFF SITE AS TO NOT CAUSE ADVERSE IMPACTS ON SURROUNDING PROPERTIES DURING CONSTRUCTION. 6. THE APPLICANT SHALL BE REQUIRED TO SUBMIT A REVISED SITE PLAN DEPICTING THE REARRANGEMENT OF THE SITE IMPROVEMENTS WHICH COMPLY WITH RMC. 4-4-G80 FOR PARKING STALL AND DRIVE AISLE DIMENSIONS ALONG WITH THE RETENTION OF A 20 -FOOT AND 15.5 FOOT LANDSCAPING PERIMETER ALONG SW 43RD ST AND SW 41ST ST RESPECTIVELY. THE REVISED SITE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 7. THE APPLICANT SHALL BE REQUIRED TO SUBMIT SCREENING DETAIL FOR THE REFUSE AND RECYCLABLE DEPOSIT AREA PRIOR TO BUILDING PERMIT APPROVAL. 8. THE APPLICANT SHALL BE REQUIRED TO OBTAIN AND RECORD THE ACTUAL ELEVATION (IN RELATION TO MEAN SEA LEVEL) OF THE LOWEST FLOOR FOR THE NEW STRUCTURE, A FLOOD ELEVATION CERTIFICATE SHALL BE SUBMITTED BY THE APPLICANT TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO THE BUILDING'S FINISHED FLOOR CONSTRUCTION. THE FINISHED FLOOR ELEVATION WOULD BE REQUIRED TO BE VERIFIED BY A PRE -CONSTRUCTION ELEVATION CERTIFICATE AT THE TIME OF CONSTRUCTION OF A SUBSTANTIAL STRUCTURAL. ELEMENT OF THE FINISHED FLOOR (I.E., FOUNDATION FORM FOR THE CONCRETE FLOOR). AN AS -BUILT ELEVATION CERTIFICATE WOULD BE REQUIRED TO BE PROVIDED PRIOR TO ISSUANCE OF FINAL OCCUPANCY. 9. THE APPLICANT SHALL BE REQUIRED TO PROVIDE A LIGHTING PLAN, COMPLIANT WITH RMC 4-4-075, WHICH WILL ADEQUATELY PROVIDE FOR PUBLIC SAFETY WITHOUT CASTING EXCESSIVE GLARE ON ADJACENT PROPERTIES AT THE TIME OF BUILDING PERMIT. THE LIGHTING PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 10. THE APPLICANT SHALL SUBMIT A LIGHTING PLAN WHICH INCLUDES ORNAMENTAL LIGHTING WITHIN THE VICINITY OF THE PRIMARY ENTRANCE AND BICYCLE PARKING IN ORDER TO ADEQUATELY ILLUMINATE THE AREA FOR PEDESTRIANS AND BICYCLISTS. THE LIGHTING PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL 11. THE APPLICANT SHALL PROVIDE IRON -ROD FENCING IN PLACE OF CHAIN LINK FENCING AROUND THE PERIMETER OF THE PROPOSED DETENTION POND. A FENCING DETAIL PLAN SHALL BE SUBMITTED TO, AND APPROVED. BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO UTILITY CONSTRUCTION PERMIT APPROVAL. 12. THE APPLICANT SHALL BE REQUIRED TO PROVIDE AN ADDITIONAL PEDESTRIAN CONNECTION DIRECTLY FROM THE PROPOSED ENTRANCE TO THE SW 43RD ST SIDEWALK. ADDITIONALLY, ALL DESIGNATED PEDESTRIAN AREA SHALL BE DIFFERENTIATED, IN MATERIAL, FROM DRIVE AISLES. A REVISED SITE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 13. THE APPLICANT SHALL BE REQUIRED TO DEMONSTRATE COMPLIANCE WITH THE BLANKET ADJUSTMENT AMERICAST FILTERRA MEMO, DATED JUNE 26, 2014 (EXHIBIT 10). PRIOR TO UTILITY CONSTRUCTION PERMITIN ORDER TO PROVIDE WATER QUALITY TREATMENT USING THE PROPOSED FILTERRA UNIT. 14. THE APPLICANT SHALL BE REQUIRED TO PROVIDE A 5.5 FOOT WIDE DEDICATION (SUBJECT TO A SURVEY) ALONG SW 41ST ST FOR THE ALLOWANCE OF EXISTING IMPROVEMENTS TO REMAIN AS THEY ARE. THE APPLICANT SHALL BE REQUIRED TO PROVIDE STREET LIGHTING ON ALL STREET FRONTAGES ACCORDING THE: CURRENT STREET STANDARDS AND ALL EXISTING TREES WITHIN THE PLANTER STRIP SHALL BE MAINTAINED TO THE MAXIMUM EXTENT POSSIBLE. 15. THE APPLICANT. SHALL BE REQUIRED TO PROVIDE IMPROVEMENTS BACK OF EXISTING SW 43 RD ST CURB TO INCLUDE: 8 -FOOT WIDE LANDSCAPE PLANTER, 8 -FOOT WIDE SIDEWALK, AND 1 FOOT BACK OF SIDEWALK (SUBJECT TO SURVEY). THE APPLICANT SHALL. BE REQUIRED TO PROVIDE STREET LIGHTING ON ALL STREET FRONTAGES ACCORDING THE CURRENT STREET STANDARDS AND ALL EXISTING TREES WITHIN THE PLANTER STRIP SHALL BE MAINTAINED TO THE MAXIMUM EXTENT POSSIBLE. 16. THE APPLICANT SHALL BE REQUIRED TO PROVIDE A 5.5 FOOT WIDE DEDICATION (SUBJECT TO A SURVEY) ALONG LIND AVE SW FOR SUFFICIENT ENOUGH WIDTH TO ACCOMMODATE THE CODE REQUIRED IMPROVEMENTS BACK OF EXISTING CURB TO INCLUDE: 8 -FOOT WIDE LANDSCAPE PLANTER, 8 -FOOT WIDE SIDEWALK, AND 1 FOOT BACK OF SIDEWALK (SUBJECT TO SURVEY). THE APPLICANT SHALL BE REQUIRED TO PROVIDE STREET LIGHTING ON ALL STREET FRONTAGES ACCORDING THE CURRENT STREET STANDARDS AND ALL EXISTING TREES WITHIN THE PLANTER STRIP SHALL BE MAINTAINED TO THE MAXIMUM EXTENT POSSIBLE. 17, THE APPLICANT SHALL BE REQUIRED TO PROVIDE ATRAFFIC IMPACT FEE AT A RATE OF $1.30 PER SQUARE FOOT OF NEW DEVELOPMENT TO BE APPLIED TO THE DIFFERENCE IN SQUARE FOOTAGE BETWEEN THE FUTURE BUILDING AND THE EXISTING 397,972 SQUARE FOOT BUILDING. THE FEE SHALL BE PAID AT THE TIME OF BUILDING PERMIT ISSUANCE AND IS VALID THROUGH TO THE EXPIRATION OF THE SITE PLAN APPROVAL. 18. THE APPLICANT SHALL BE REQUIRED TO SUBMIT A FINAL CONSTRUCTION MITIGATION PLAN WITH MEASURES TO REDUCE NOISE, CONTROL DUST, TRAFFIC CONTROLS, AND REDUCTIONS IN PEDESTRIAN CONFLICTS. THE FINAL CONSTRUCTION MITIGATION PLAN SHALL BE SUBMITTED TO, AND APPROVED BY THE PLAN REVIEWER, PRIOR TO DEMOLITION PERMIT OR CONSTRUCTION PERMIT APPROVAL WHICHEVER COMES FIRST. A8-R&T NOM THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARCHAUSEN CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED I14VERT AND BEFORE ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST .017. A BEr ORE YOU DIG: FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBE2 2017. THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBUC/PRIVATE WATER AND SEWER SYSTEMS pWERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD z AM REVISIONS AND FUNCTION AS INTENDED. s 9 10 It 12 13 14 15 16 17 18 20 21 22 23 24 25 26 EXAMINER FOR THE CITY OF RENTON RE: Ikea FINALDECTSIONUPON site Plan and Modifications RECONSIDERATION LUA14-000951 ) Whores, by letter dated November 10, 2014, the applicant of the above -captioned matter bas requested recovsidersiou in order to request'a modification In Condition We. 4 of the Fined Decision of We above -captioned mttter, and Whereas, the requested modification follows a recommendation submihed by atatEduring the hewing on the aboveeepinoawd matte, admitted into the record ai EX. 15, and Whereas; the staff recommendation was consistent with applicable parking standards and was inndvtttwnly ommitted fcan the FINAL DECISION, NOW, THFREFORE, IT IS ORDERED, ADJUDGED AND DECREED: Condition No. 4 of FINAL DECISION of We abovocaptined answer is hereby modified a follows: SITE PLAN AND MODIFICATIONS- 1 1 4. The apdimlshall revise the site Plan to reflect a puking arca which operates a car Less then 90'/. of capacity, or an more than 1,508 puking stalls, 2 upas full buildout of the facility inaludio proposal expansion areas. Urad such two expanded towns toe constructed Cho applicaut may provide no more 3 than 1,595 parking scalls. The revised site plan sball be submitted m, cab approved, by the Currant Planning Project INareager prior to newarection 4. pecan approval. I 5 BDATED des 13th day of Novem mar.-...®"""' 9 ClrymfRenmn Hearing L•xamintt 1 ' 10 11 12 Appeal Right and Valuation Nations 13 RMC 48-080 provides that This final dadsims upon remnaiderwi et of We hewing werminer is Subject to appeal to We Renreclaims ms City Council. RMC 4-8-1 IO(E)(14) reclas appeals of the herring IA examiner's decision to be filed within tonneau (14) orhadm days Siam We (We of the hearing is examiner's daision. Additional infomudon regarding the append process maybe obtained from the City Clerk's Office, Rrnton City Hall - 7e floor, (425) 43M510. I6 Affected property owners may request a change in valentine for property nor purposes 17 notwilbstanding myprogmm ofsevalusaion is 19 20 21 22 23 24 25 26 SITE PLAT) AND MODRTCATLONS� 2 AS -BUILT AS -BUILT DATED: 12-15-2017 VBITICAL DATUU CHECKED FOR COMPLIANCE CITY OF RENTON, NAVD 88 TO CITY STANDARDB Bf3 CHMIARIO Approved 6Y Date CITY OF RENTON CONTROL Approved ey: Dote POINT NO. 1864 WAS HELD Approved by Dote FOR ELEVATION, BEING 19.488 FEET (NAVD88) proved by, Dote IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWIGHT E. AATON CONSTRUCTION MANAGER P. (610) 634-0188 CELL 303-549-4023 E: GWGITUATIX FA[ BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 CONTACT: JAY GRUBS, PE /ef5lxa _ceao t:p7 CITY OF RENTON nMPARTMENT OF PUBLIC WORKS CONDITIONS OF APPROVAL R-3847101 i F W CL. j 0 ILL-( l� co N O O L0 0 o - SANITARY SEWER NOTES AND 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION, 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTIUTIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. B SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON. PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES. MAXIMUM DEPTH OF 8 INCHES. THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY UTILITY SPECIFICATIONS. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVEUNG OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, T0 UNIFORM GRADE THAT E ENTIRE LENDT H OF THE PIPE WILL 8E SUPPORTED ON A UNIFORMLYDENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES THE PIP ABOVE AND BELOW E E. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. by: mrc m n a o Mi a a m o ;+; m 0 o - SANITARY SEWER NOTES AND 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION, 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTIUTIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. B SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON. PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES. MAXIMUM DEPTH OF 8 INCHES. THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY UTILITY SPECIFICATIONS. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVEUNG OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, T0 UNIFORM GRADE THAT E ENTIRE LENDT H OF THE PIPE WILL 8E SUPPORTED ON A UNIFORMLYDENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES THE PIP ABOVE AND BELOW E E. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN RENEWER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBUC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HASPASSED. 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT. SURFACE WATER UTILITY SECTION. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTIUTY SECTION. 9. ALL PIPE AND APPURTENANCES SHALL BE WD ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE: TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE. UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS 'C°, WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 954 FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT /1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12, ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE 0F SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTINGRAI HA T T THE T DRAINS SHALL BE VIEWER R 0 E S ORM DRAINAGE SYSTEM, UNLESS APPROVED DIMENSIONED, THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. L ACCURATELY TOTHECICERTIFIED MP BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE COY UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD. SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE. HEALTH. AND SAFETY OF THE PUBLIC. AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE INSECT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (APA). AS-S&T NOTC THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND EBIRIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 220/7, A D BEFORE YOU G. FIELD SURVEY BY BARCHAIISEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBUC/PRNATE WATER AND SEWER SYSTEMS O WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PUNS AND THE DOCUMENTED FIELD z Hil REVISIONS AND FUNCTION AS INTENDED. VERnCAL DATIM CITY OF RENTON, NAVD 88 BENCR CITY OF REENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) AS -BUILT wATd PLM OENEMIXm¢ xtiMNuXMNR3m L auwoMAxoRumEasMNILaE NArmmMrcawlmnxumrmmonovTlR:anaFxenoxvuvcw�u nAXDAm sPE6R'AInNRaosPEOALPRw6MX6A1p wsom/APWAnaNAmsICdICATIW{sIAT¢EmIXON K aMMm[D6YTxEanarRFNlaI. ASETaYmArrRwmPlMlssxuLlFlNerArTHFOamEvmrmxsmurnox MwrmDNss. AMXidNORC110xD01xfld4sxAURE HBDmpI1roTIRF1TMFam161MK1101111NmNIM[Idl AlmaRo[w[aPm Puu.xllevtielNFmRSFomwDAuxFOF¢¢.areaRu¢nrnromxsMucRox. 2 ALLF[6TIN6 UIIMR¢4NLLRFMAM WsdVKF WNNDCMISTALKIIDNUIiF%DNERN54NDIm. 1NFmmRALIgISNW ExL LamaussssmvmFrunmrmGTIpMRFraueRD»RxsaravAnox. !. AMMArFANLSFISEDrORTNFCd6RIUC110Nawal¢SFSIEMIMPROYER4R59WlRFxFwANDLRMMAGm.IlD 'eYTaaD CV¢'TmALLMATERWSSXaIREAPPROV®IX WRITING RY1MFmY0F pmiOxepDRTO.NNGNGAxI MATdWSUxENF. £ AIL WATERMAM PIPE MATFRM¢sIMLLNEo3AFNfNNEDDUCfIIEIRax vNF,TNIpd�pABurmAwwacsss ANDc 100.MrtIONI EPUSNOXmMEDMXXAIIOM[. 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ALLXEW WATERMMNPDRSMDNTRNG65Mal HAW A ROAM PIPE PIG RUNTNROII611 H P VBm10RIUM DNIMFCIm,MDTFsim. tlfANING,IAtESSURE ANOPUNIYTEATIN65Xa1MDdEEWTxF»Es[D¢dAxouNodTxF swERNaex DFA alrOreExFox unurr WSPEero£ Tx[txxnlAna sxAusurwr,,Nmeueee AFMe9s PXxs, fDRPORAT10N 6TOP6, RlOW-0iFASREMMId AND1NmnRE6TRAIM(BioE11NGNN1E511N6ANDPWwACFPTAM[E ND TDXNECIIDXfiIMLIBEMADEXE{VlFFX1HENEW MYX OR RETWFm1NFXEW Wn-TAPVNYETDANEXmMOM.VN{MIR 1MENFW PAIR%MASREd FOAMxY6Gm, 06MF[Lliq ftBEHm,ANDPaXFDROd PM85UREAppmRnrT¢11X6. £ IJkVY WATER MMISYIIIUMN6 M MIERA¢6HALLRE MM ATAnAM1R¢SUIXOF160PNAROVEVAX PRE6IAMF WRXAMINMUNOFMPSIIEnPR®IIREfOR 120MdV1¢ WIINAMARRRM10F69PRESSUEDROPUVMW 1NEENdWlF6TPdN0.UroN6MNfACTORYfAMPIETld10FINE PRFSMIREIFn,RO VINSNRMM:D6fiKim,NV6N®, ANDIXd WATd$AM/l¢SIULLRETARm FOI mRITI1FnIN6RYIHEPLXUC WONBRI,PE[mA. 9.T1EmNiM[[WN X0 REMMEM EM WAMUxM MDMMXIEWwD:DdARIRiNRAT1FAnNENM M WYS PRXIRro MAKWGCOWIFGTld6roliff f10SINIG WAlER5Y6DM.IHE WXdACigISMALLLWEFTXFEI%IMG WAId NMIAfA XIiIN6SATTXEmxxM.TIMroMM.POR[dNk%XGTx[x[C¢TRRfO➢AA0%AMMIDYdRmUP�TM THEXIMLCONNECTON. IHFmNIMI'IOXSIWLf1D'AYMA REMWFNLSII%OIIMATWMS,a%P0.04IDENId1XGA1N MLMATERW4RMDIBXDmRTxEcnvaRExrmrovwoxMTxEroxMrnOnTOTIa FI%IRIswATd smNA Tx[ mXdACfORFMALLPRWNFAN[IIISfaILXRGDW. CONCRNF BWORNG,NOmA1xFiE5UNA{FREMdtOTI1H. by Date by. Date by: Date MBUC WORKS�• ALAI( -800.6 DEPARTMENT YtlIAhR W.ANLF4 MARcx Raio IKEA PROPERTY INC 420 AWtl WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWIGHT E. SLATM CONSTRUCTION MANAGER P: (610) 834-018Q CELL M0 S49-4623 E: plY RiIIYGY 1R EeR LSLALG4 IG EA&C ENGINEER BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT. WA 98032 CONTACT: JAY GRUBB, PE (4951741-R919 GENERAL SITE DEVELOPMENT NOTES 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK, 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTIUTIES INVOLVED PRIOR TO CONSTRUCTION. 5. INSPECTION OF BUILDING AND SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTANE OF THE CITY OF RENTON. INSPECTION OF SOILS, SUBGRADE. SUBBASE, PAVEMENTS TRENCH BACKFILL AND GENERAL EXCAVATION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. THE CONTRACTOR SHALL PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED PRE -CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE 72 HRS MIN ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF PRE -CONSTRUCTION MEETINGS. 7. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA. AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC ROW SHALL REQUIRE AT LEAST ONE BAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 9. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTIES, PUBLIC AND PRIVATE, AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS 10. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS: ONE (1) SET SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS., INC., WITH RECORDS OF AS -BUILT INFORMATION AT COMPLETION OF PROJECT. 11. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPUCATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. CITY OF RENTON �GH I � DEPARTMENT OF PUBLIC WORKS mP FZ GENERAL CONSTRUCTION NOTES IKEA REDEVELOPMENT, F ENTON, WA. U Z DEaum cFB DAMb/II/2015 FX.6 IND. 015001266 u' ee• DRANN a G4TANO ENSOl CYCOIID JSC BGLE N/A PBD NDDK PAOF A>NnI oweem 6 w. w s > �2-1w42 R-3847102 0 z inO 7 W U in w a � 3 z 0 O 1- D W z U OJ c Lu Ill 'zR ,a V Y 8 a a a 0 O GENERAL GRADING NOTES: 1. PRIOR TO THE START OF GRADING. ALL EXISTING VEGETATION, DEBRIS. RUBBLE, ASPHALT PAVEMENT, ETC.. SHALL BE REMOVED FROM ME SITE TO THE SATISFACTION) OF ME OWNER. STOCKPILING OF DEBRIS, AND RUBBLE OTHER UNSUITABLE MATERIALS WILL NOT BE PERMITTED DURING GRADING AND UTILITY INSTALLATIONS. 2. UPON COMPLETION OF STRIPPING ND EXCAVATION AND PRIOR TO PLACEMENT OF FILL OR PAVEMENTS NEWLY EXPOSED BASE SHALL BE EVALUATED BY PROOROLLED USING A LOADED DUMP TRUCK OR DRUM ROLLER OR SIMILAR EQUIPMENT AND OBSERVED BY THE GEOTECHNICAL ENGINEER. 3. ALL MATERIAL TO BE USED AS FILL (BOTH ON SITE AND IMPORTED) SHALL BE IN COMPLIANCE WITH THE RECOMMENDATIONS CONTAINED WITHIN THE SOILS REPORT. ORGANIC MATERIAL SHALL NOT BE PERMITTED IN FILLS, EXCEPT AS PERMITTED BY SOILS ENGINEER. STRUCTURAL FILL SHOULD BE FREE OF ORGANIC MATTER ND NO PARTICLES LARGER THAN 4 INCHES. RECYCLED ONSITE MATERIAL SHALL BE PROCESSED AND PLACED AS PER THE SOILS REPORT UNLESS OTHERWISE DIRECTED BY THE GEOTECHNICAL ENGINEER. ALL IMPORTED MATERIAL FOR FILLS BE SHALL BE FOR THE PURPOSES INTENDED, MEETING THE GRADATION REQUIREMENTS CONTAINED WITHIN THE SOILS REPORT. 4. ALL "ENGINEERED FILLS' OR STRUCTURAL FILL SHALL BE COMPACTED TO A MINIMUM OF 92 PERCENT OF THE SOILS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM TEST DESIGNATION D-1577. THE EMBANKMENTS SHALL BE CONSTRUCTED IN SUCCESSIVE HORIZONTAL LAYERS NOT EXCEEDING B INCHES IN LOOSE THICKNESS. UNLESS OTHERWISE DIRECTED BY THE GEOTECHNICAL ENGINEER AND/OR INDICATED IN THE SOILS REPORT. 5. IF ANY UNKNOWN SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION, THEY SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE OWNER'S ENGINEER PRIOR TO PROCEEDING. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING ND/OR EXPORTING ALL MATERIAL AS REQUIRED TO PROPERLY GRADE MIS SITE TO THE FINISHED ELEVATIONS SHOWN HEREON IN ACCORDANCE WITH ME APPROVED PLANS, SPECIFICATIONS, AND THE SOILS ENGINEER'S RECOMMENDATIONS. 7. SOIL STERILIZATION (WEED KILLER) SHALL BE APPLIED IN AREAS TO BE PAVED. KEEP 2 -FOOT MINIMUM CLEAR OF EXISTING AND PROPOSED LANDSCAPE AREAS APPLY AT MANUFACTURER'S RECOMMENDED RATE TO ASSURE 3 -INCH MINIMUM PENETRATION. S. PONDING OR 'BIROBATHS' EXCEEDING ONE-QUARTER NCH IN DEPTH IN ALL PAVED AREAS SHALL NOT BE ACCEPTABLE AND SHALL BE CORRECTED BY THE CONTRACTOR. 9. PRIOR TO FINAL PAVING, PAVEMENT AT MATCH LINES WITH EXISTING PAVEMENTS SHALL BE SAW -CUT IN STRAIGHT LINES TO THE FULL DEPTH OF THE EXISTING PAVEMENT. 10. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED AS REWIRED TO MATCH PROPOSED GRADES ND IN CONFORMANCE WITH APPLICABLE STANDARDS. 11. COMPACTED BUILDING PAO(S) MUST EXTENDING A MINIMUM OF FIVE (5) FEET BEYOND THE NEW BUILDING FOOTPRINT, INCLUDING CANOPIES OR OTHER STRUCTURAL APPENDAGES, UNTIL THE PERIMETER FOUNDATIONS ND WALLS NE CONSTRUCTED AND BACKFILLED. THE EXTENDED PORTION OF THE BUILDING PAD SUBGRADE MUST THEN BE REMOVED/REGRADED TO MEET THE FINAL GRADE AND MATERIAL REQUIREMENTS AROUND THE BUILDINGS' PERIMETER. 12. SUBGRADE ELEVATIONS OF BUILDING PADS TO BE CONFIRMED WITH THE STRUCTURAL DRAWINGS AS FLOOR SUB THICKNESS VARIES. ALL BUILDING PAD SUBGMDES TO BE PREPARED AS PER THE RECOMMENDATIONS CONTAINED WITHIN THE SOILS REPORT. 13. UNLESS OTHERWISE NOTED ALL SIDE SLOPES SHOWN ON THESE PLANS SHALL BE 2:1 (MAXIMUM). 14. ALL SPOT ELEVATIONS SHOWN ON THE PLAN ARE TO TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 15. GRADING OUTSIDE OF THE CRY RIGHT-OF-WAY MUST COMPLY WITH INTERNATIONAL BUILDING VIDE (IBC), APPENDIX J AS AMENDED BY CITY OF RENTON STANDARDS, SWPPP AND GRADING PERMIT CONDITIONS GENERAL DEMOLITION NOTES: 1. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK, INCLUDING DEMOLITION AND ANY SEWER CARING PERMITS. FIRE PROTECTION DEMOLITION PERMIT IF REQUIRED, IS ISSUED BY DRE DEPARTMENT. SEPARATE PERMITS ARE REQUIRED FOR EACH BUILDING AS WELL AS SEPARATE SEWER CAPPING PERMIT. 2. ASBESTOS ABATEMENT, MUST BE APPROVED BY PUGET SOUND AIR POLLUTION CONTROL AGENCY PRIOR TO DEMOUTION, CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS FROM THIS AGENCY. CONTRACTOR IS CAUTIONED THAT ASBESTOS CONTAINING MATERIAL AND OTHER REGULATED MATERIALS EXIST. CONTRACTOR SHALL REVIEW THE LEVEL 1 REPORT OR LATEST ADDENDUM THERETO FOR FURTHER DESCRIPTION. CONTRACTOR SHALL OBTAINAPPROVED REPoRfLI FOR RECOMMENDATIONS AND REQUIREMENTS FOR ADDRESSING THESE ITEMS DURING DEMOLITION ACTIVITY. 3. COORDINATE DEMOLITION AND CONSTRUCTION PHASING WITH PROPERTY OWNER. REFER TO CONSTRUCTION PHASING PIN AGREEMENT BETWEEN OWNER ND DEVELOPER. 4. DISASSEMBLE AND REMOVE INTERIOR OPERATIONAL EQUIPMENT FOR SALVAGE AS DIRECTED BY OWNER. DISIMNTLE AND DEMOLISH BUILDING STRUCTURES. DEMOLITION DEBRIS AND MATERIALS TO BE STOCKPILED AND DISPOSED OF AT N APPROVED SITE. 5. FOUNDATION'S BELOW SLAB AND EXTENDING BELOW GRADE TO BE DEMOLISHED. DEMOLISH ALL WALLS, ETC. TO LEAVE THE AREA FREE FROM NY PROTRUSIONS (STRUCTURAL OR UTILITY). 6. ANY HAZARDOUS SUBSTANCES AND/OR MATERIALS ENCOUNTERED SHALL BE HANDLED AND DISPOSED OF BY MADDED PERSONNEL ACCORDING TO CITY, STATE AND FEDERAL REGULATIONS. 7. EROSION CONTROL IS REQUIRED TO PREVENT DEBRIS FROM ENTERING STORM SYSTEM. B. ANY ENCOUNTERED UNDERGROUND TANKS, VAULTS, ETC.. SHALL BE REMOVED PER COUNTY/STATE REGULATIONS. CRAWL SPACES, TUNNELS, TANK HOLES, ETC., SHALL BE BACKFILLED AND COMPACTED PER SOILS ENGINEERS RECOMMENDATIONS 9. DISCONNECT ALL POWER. TELEPHONE, GAS FROM BUILDINGS. CONTRACTOR SHALL CONTACT AND COORDINATE WITH THE OWNER AND ANY APPROPRIATE UTILITY COMPANIES ON REQUESTING DISCONNECTION'S. REMOVALS ND/OR RELOCATION OF EXISTING SERVICE. CONTRACTOR SHALL COORDINATE WITH THE OWNERS ENGINEER, THE OWNER AND APPROPRIATE UTILITY PURVEYORS TO VERIFY SERVICE LOCATIONS TO EXISTING BUILDING. CONTRACTOR IS CAPTIONED THAT SOME PERIMETER POWER AND TELEPHONE UTILITIES OUTSIDE OF THE BUILDING MAY BE REOUIRED TO REMAIN OPERATIONAL UNTIL RELOCATED BY OTHERS (POTELCO. OWEST). THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR ANY DAMAGES AS A RESULT OF A DISRUPTION OF UTWTY SERVICE ASSOCIATED WITH ND/OR DUE TO HIS ACTIVITIES. 10. PLUG AND (AP ALL EX. FIRE SPRINKLER, DOMESTIC WATER LINES, AND STORM DRAINS AT BLDG. CAP ALL UTILITIES TO THE BUILDING, DISCONNECT ELECTRICAL AND REMOVE ANY WATER METERS AND CAP LINES 11. CONTRACTOR SHALL CONFIRM AND VERIFY WORK SCOPE ITEMS AND BUILDING UTILITY SERVICES TO DEMOLISH WITH THE OWNERS AUTHORIZED REPRESENTATIVE. 12. ALL TREES, GROUND COVER, FENCES, UTILITIES. ETC., INSIDE PROPERTY SHALL BE REMOVED UNLESS OTHERWISE SHOWN ON THE PLANS. 13. UNLESS OTHERWISE, NOTED CONTRACTOR SHALL CAP/PLUG ALL UTIUTIES AT PROPERTY UNE WHICH ARE TO BE ABANDONED OR REMOVED. 14. CONTRACTOR SHALL CONFIRM DEWATERING ND/OR SHORING REQUIREMENTS WITH GEOTECHNICAL ENGINEER AND OWNER FOLLOWING DEMOLITION WORK, 15. CONTRACTOR SHALL PREPARE AND PROCESS APPROVED TRAFFIC CONTROL PLN(S) FOR ALL WORK WITHIN PUBLIC RIGHT OF WAYS PRIOR TO CONSTRUCTION. 16. CONTRACTOR SHALL EMPLOY REASONABLE PRECAUTIONS TO MINIMIZE EMISSIONS OF FUGITIVE DUST OURING DEMOLITION AND DURING LOADING OF DEMOLITION DEBRIS ON TO TRANSPORT VEHICLES. 17. IN THE EVENT OF HIGH WINDS. CONTRACTOR SHALL TEMPORARILY CURTAIL DUST -PRODUCING DEMOLITION ACTIVITIES SO AS TO PREVENT VISIBLE MIGRATION OF DUST OFF-SITE (REF: PSCAA REG I, SECT. 9.15. (A)(1)). a TESC LEGEND: IE - INVERT ELEVATION 9 o Y EL. - ELEVATION RCP - REINFORCED CONCRETE PIPE TEMPORARY CONSTRUCTION CB - CATCH BASIN PVC - POLYVINYL CHLORIDE PIPE FENCE PSE - PUGET SOUND ENERGY BCR - BEGIN CURB RETURN SILT FENCE • • B.O.P. - BOTTOM OF PIPE ECR - END CURB RETURN a a a 0 O GENERAL GRADING NOTES: 1. PRIOR TO THE START OF GRADING. ALL EXISTING VEGETATION, DEBRIS. RUBBLE, ASPHALT PAVEMENT, ETC.. SHALL BE REMOVED FROM ME SITE TO THE SATISFACTION) OF ME OWNER. STOCKPILING OF DEBRIS, AND RUBBLE OTHER UNSUITABLE MATERIALS WILL NOT BE PERMITTED DURING GRADING AND UTILITY INSTALLATIONS. 2. UPON COMPLETION OF STRIPPING ND EXCAVATION AND PRIOR TO PLACEMENT OF FILL OR PAVEMENTS NEWLY EXPOSED BASE SHALL BE EVALUATED BY PROOROLLED USING A LOADED DUMP TRUCK OR DRUM ROLLER OR SIMILAR EQUIPMENT AND OBSERVED BY THE GEOTECHNICAL ENGINEER. 3. ALL MATERIAL TO BE USED AS FILL (BOTH ON SITE AND IMPORTED) SHALL BE IN COMPLIANCE WITH THE RECOMMENDATIONS CONTAINED WITHIN THE SOILS REPORT. ORGANIC MATERIAL SHALL NOT BE PERMITTED IN FILLS, EXCEPT AS PERMITTED BY SOILS ENGINEER. STRUCTURAL FILL SHOULD BE FREE OF ORGANIC MATTER ND NO PARTICLES LARGER THAN 4 INCHES. RECYCLED ONSITE MATERIAL SHALL BE PROCESSED AND PLACED AS PER THE SOILS REPORT UNLESS OTHERWISE DIRECTED BY THE GEOTECHNICAL ENGINEER. ALL IMPORTED MATERIAL FOR FILLS BE SHALL BE FOR THE PURPOSES INTENDED, MEETING THE GRADATION REQUIREMENTS CONTAINED WITHIN THE SOILS REPORT. 4. ALL "ENGINEERED FILLS' OR STRUCTURAL FILL SHALL BE COMPACTED TO A MINIMUM OF 92 PERCENT OF THE SOILS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM TEST DESIGNATION D-1577. THE EMBANKMENTS SHALL BE CONSTRUCTED IN SUCCESSIVE HORIZONTAL LAYERS NOT EXCEEDING B INCHES IN LOOSE THICKNESS. UNLESS OTHERWISE DIRECTED BY THE GEOTECHNICAL ENGINEER AND/OR INDICATED IN THE SOILS REPORT. 5. IF ANY UNKNOWN SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION, THEY SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE OWNER'S ENGINEER PRIOR TO PROCEEDING. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING ND/OR EXPORTING ALL MATERIAL AS REQUIRED TO PROPERLY GRADE MIS SITE TO THE FINISHED ELEVATIONS SHOWN HEREON IN ACCORDANCE WITH ME APPROVED PLANS, SPECIFICATIONS, AND THE SOILS ENGINEER'S RECOMMENDATIONS. 7. SOIL STERILIZATION (WEED KILLER) SHALL BE APPLIED IN AREAS TO BE PAVED. KEEP 2 -FOOT MINIMUM CLEAR OF EXISTING AND PROPOSED LANDSCAPE AREAS APPLY AT MANUFACTURER'S RECOMMENDED RATE TO ASSURE 3 -INCH MINIMUM PENETRATION. S. PONDING OR 'BIROBATHS' EXCEEDING ONE-QUARTER NCH IN DEPTH IN ALL PAVED AREAS SHALL NOT BE ACCEPTABLE AND SHALL BE CORRECTED BY THE CONTRACTOR. 9. PRIOR TO FINAL PAVING, PAVEMENT AT MATCH LINES WITH EXISTING PAVEMENTS SHALL BE SAW -CUT IN STRAIGHT LINES TO THE FULL DEPTH OF THE EXISTING PAVEMENT. 10. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED AS REWIRED TO MATCH PROPOSED GRADES ND IN CONFORMANCE WITH APPLICABLE STANDARDS. 11. COMPACTED BUILDING PAO(S) MUST EXTENDING A MINIMUM OF FIVE (5) FEET BEYOND THE NEW BUILDING FOOTPRINT, INCLUDING CANOPIES OR OTHER STRUCTURAL APPENDAGES, UNTIL THE PERIMETER FOUNDATIONS ND WALLS NE CONSTRUCTED AND BACKFILLED. THE EXTENDED PORTION OF THE BUILDING PAD SUBGRADE MUST THEN BE REMOVED/REGRADED TO MEET THE FINAL GRADE AND MATERIAL REQUIREMENTS AROUND THE BUILDINGS' PERIMETER. 12. SUBGRADE ELEVATIONS OF BUILDING PADS TO BE CONFIRMED WITH THE STRUCTURAL DRAWINGS AS FLOOR SUB THICKNESS VARIES. ALL BUILDING PAD SUBGMDES TO BE PREPARED AS PER THE RECOMMENDATIONS CONTAINED WITHIN THE SOILS REPORT. 13. UNLESS OTHERWISE NOTED ALL SIDE SLOPES SHOWN ON THESE PLANS SHALL BE 2:1 (MAXIMUM). 14. ALL SPOT ELEVATIONS SHOWN ON THE PLAN ARE TO TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 15. GRADING OUTSIDE OF THE CRY RIGHT-OF-WAY MUST COMPLY WITH INTERNATIONAL BUILDING VIDE (IBC), APPENDIX J AS AMENDED BY CITY OF RENTON STANDARDS, SWPPP AND GRADING PERMIT CONDITIONS GENERAL DEMOLITION NOTES: 1. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK, INCLUDING DEMOLITION AND ANY SEWER CARING PERMITS. FIRE PROTECTION DEMOLITION PERMIT IF REQUIRED, IS ISSUED BY DRE DEPARTMENT. SEPARATE PERMITS ARE REQUIRED FOR EACH BUILDING AS WELL AS SEPARATE SEWER CAPPING PERMIT. 2. ASBESTOS ABATEMENT, MUST BE APPROVED BY PUGET SOUND AIR POLLUTION CONTROL AGENCY PRIOR TO DEMOUTION, CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS FROM THIS AGENCY. CONTRACTOR IS CAUTIONED THAT ASBESTOS CONTAINING MATERIAL AND OTHER REGULATED MATERIALS EXIST. CONTRACTOR SHALL REVIEW THE LEVEL 1 REPORT OR LATEST ADDENDUM THERETO FOR FURTHER DESCRIPTION. CONTRACTOR SHALL OBTAINAPPROVED REPoRfLI FOR RECOMMENDATIONS AND REQUIREMENTS FOR ADDRESSING THESE ITEMS DURING DEMOLITION ACTIVITY. 3. COORDINATE DEMOLITION AND CONSTRUCTION PHASING WITH PROPERTY OWNER. REFER TO CONSTRUCTION PHASING PIN AGREEMENT BETWEEN OWNER ND DEVELOPER. 4. DISASSEMBLE AND REMOVE INTERIOR OPERATIONAL EQUIPMENT FOR SALVAGE AS DIRECTED BY OWNER. DISIMNTLE AND DEMOLISH BUILDING STRUCTURES. DEMOLITION DEBRIS AND MATERIALS TO BE STOCKPILED AND DISPOSED OF AT N APPROVED SITE. 5. FOUNDATION'S BELOW SLAB AND EXTENDING BELOW GRADE TO BE DEMOLISHED. DEMOLISH ALL WALLS, ETC. TO LEAVE THE AREA FREE FROM NY PROTRUSIONS (STRUCTURAL OR UTILITY). 6. ANY HAZARDOUS SUBSTANCES AND/OR MATERIALS ENCOUNTERED SHALL BE HANDLED AND DISPOSED OF BY MADDED PERSONNEL ACCORDING TO CITY, STATE AND FEDERAL REGULATIONS. 7. EROSION CONTROL IS REQUIRED TO PREVENT DEBRIS FROM ENTERING STORM SYSTEM. B. ANY ENCOUNTERED UNDERGROUND TANKS, VAULTS, ETC.. SHALL BE REMOVED PER COUNTY/STATE REGULATIONS. CRAWL SPACES, TUNNELS, TANK HOLES, ETC., SHALL BE BACKFILLED AND COMPACTED PER SOILS ENGINEERS RECOMMENDATIONS 9. DISCONNECT ALL POWER. TELEPHONE, GAS FROM BUILDINGS. CONTRACTOR SHALL CONTACT AND COORDINATE WITH THE OWNER AND ANY APPROPRIATE UTILITY COMPANIES ON REQUESTING DISCONNECTION'S. REMOVALS ND/OR RELOCATION OF EXISTING SERVICE. CONTRACTOR SHALL COORDINATE WITH THE OWNERS ENGINEER, THE OWNER AND APPROPRIATE UTILITY PURVEYORS TO VERIFY SERVICE LOCATIONS TO EXISTING BUILDING. CONTRACTOR IS CAPTIONED THAT SOME PERIMETER POWER AND TELEPHONE UTILITIES OUTSIDE OF THE BUILDING MAY BE REOUIRED TO REMAIN OPERATIONAL UNTIL RELOCATED BY OTHERS (POTELCO. OWEST). THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR ANY DAMAGES AS A RESULT OF A DISRUPTION OF UTWTY SERVICE ASSOCIATED WITH ND/OR DUE TO HIS ACTIVITIES. 10. PLUG AND (AP ALL EX. FIRE SPRINKLER, DOMESTIC WATER LINES, AND STORM DRAINS AT BLDG. CAP ALL UTILITIES TO THE BUILDING, DISCONNECT ELECTRICAL AND REMOVE ANY WATER METERS AND CAP LINES 11. CONTRACTOR SHALL CONFIRM AND VERIFY WORK SCOPE ITEMS AND BUILDING UTILITY SERVICES TO DEMOLISH WITH THE OWNERS AUTHORIZED REPRESENTATIVE. 12. ALL TREES, GROUND COVER, FENCES, UTILITIES. ETC., INSIDE PROPERTY SHALL BE REMOVED UNLESS OTHERWISE SHOWN ON THE PLANS. 13. UNLESS OTHERWISE, NOTED CONTRACTOR SHALL CAP/PLUG ALL UTIUTIES AT PROPERTY UNE WHICH ARE TO BE ABANDONED OR REMOVED. 14. CONTRACTOR SHALL CONFIRM DEWATERING ND/OR SHORING REQUIREMENTS WITH GEOTECHNICAL ENGINEER AND OWNER FOLLOWING DEMOLITION WORK, 15. CONTRACTOR SHALL PREPARE AND PROCESS APPROVED TRAFFIC CONTROL PLN(S) FOR ALL WORK WITHIN PUBLIC RIGHT OF WAYS PRIOR TO CONSTRUCTION. 16. CONTRACTOR SHALL EMPLOY REASONABLE PRECAUTIONS TO MINIMIZE EMISSIONS OF FUGITIVE DUST OURING DEMOLITION AND DURING LOADING OF DEMOLITION DEBRIS ON TO TRANSPORT VEHICLES. 17. IN THE EVENT OF HIGH WINDS. CONTRACTOR SHALL TEMPORARILY CURTAIL DUST -PRODUCING DEMOLITION ACTIVITIES SO AS TO PREVENT VISIBLE MIGRATION OF DUST OFF-SITE (REF: PSCAA REG I, SECT. 9.15. (A)(1)). A8-BU_T NOTB THIS CONSTRUCTION RECORD DRAWING IS A COPY OFA D PRP HA " CAD LE EARED VE BUAN ALIEN CONSULTING ENGINEERS AND HAS BEEN EDIT ITARY SEWER A D REELECT FIELD WATER MAIN SYSTEMS. FI INVERT AND RIM CALL 2 WORKING DAYS RIM ELEVATIONS ELEVATIONS OF THE STORM, WERE OBTAINED DEACON AND NORTHWEST CONSTRUCTION N AUGUST ELD VERIFIED IiV1JV17 TAS BEFORE YOU DIG THE ONELD USI�TE PRIVATBy E EPOS OW DRAINAGE FACILITIES AND PUBLIC/ RWSEN CONSULTING ENGINEERS WAS ALSO ATATEDUCTED WATR IND SEWER 2017. SYSTEMS O WERE INSTALLED IN ACCORDANCE WITH ME APPROVED PLANS AND THE DOCUMENTED FIELD Z SII REVISIONS AND FUNCTION AS WENDED, VERTICAL DATUMp CITY OF RENTON, NAVD 88 CITY F CHAMR EENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) GEOTECHNICAL REPORT REFERENCE NOTES 1. THE FOLLOWING GEOTECHNICAL REPORT FOR THE SITE SHALL BE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS: REPORT OF GEOTECHNICAL ENGINEERING SERVICES COMMERCIAL WAREHOUSE BUILDING RENTON, WASHINGTON GEODESK:N PROJECT: GREENBERG-3-01 DATED DECEMBER 2, 2014 ADDENDUM i - MEMORANDUM DATED FEBRUARY 3, 2015 TO FRANK CODA GREENBERG FARROW ARCHITECTS. RE: PERVIOUS PAVEMENTS AND POND SLOPE STABILITY COMMERCIAL WAREHOUSE BUILDING AS PERFORMED BY: GEODESIGN INC. 350 MISSION STREET SE, SUITE 102 SALEM, OR 97302 PH 503.385.5439 CONTACT: JULIO C. VELA, PH.D., P.E. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE REPORT FOR THE SITE BE OBSERVED AND COMPUED WITH DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB. UTILITY NO PAVING CONSTRUCTION. ME CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR HAVING THE LATEST GEOTECHNICAL REPORT AND ADDENDUMS. 3. ANY PROVISIONS OF THE REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REWIRE FURTHER CLARIFICATION. SHALL BE BROUGHT TO THE ATTENTION OF BARGHAUSEN ENGINEERS. 4. A REPRESENTATIVE FOR THE SOILS/GEOTECHNICAL ENGINEER SHALL BE AVAILABLE TO OBSERVE ND APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOBS/GEOTECHNICAL ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND MATERIALS OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATION OF THE GEOTECHNICAL INVESTIGATION AND THAT THE WORK WAS PERFORMED TO THE SATISFACTION OF THE ENGINEER.THE CONTRACTOR SHALL MAKE ALL PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED WITHIN SOILS REPORT. AS A MINIMUM. THIS INCLUDES THE OBSERVATION OF THE FOLLOWING BY A SOILS/GEOTECHNICAL ENGINEER: A STRIPPING, PROOF ROLLING OF SUBGRADE AND REPAIR OF SOFT AREAS. B. ALL FOOTING ND FLOOR SUBGRADE PREPARATION, OBSERVATION OF OVER -EXCAVATION AND REMOVAL OF UNSUITABLE SOIL MATERIALS. C. SUBGRADE OBSERVATION AND EVALUATION. D. PROOFROLLING PAVEMENT SUBGRADE. BASE ROCK AND ASPHALT PLACEMENT AND COMPACTION. 5. THE CONTRACTOR SHALL QUALIFY ANY LIMITATIONS TO SOILS INSPECTIONS WITHIN BID PROPOSAL. DRAINAGE LEGEND EXISTING CATCH BASIN ❑ EXISTING STORM PIPE EXISTING GRADE CONTOUR PROPOSED GRADE CONTOUR------36------ PROPOSED CATCH BASH ■ PROPOSED STORM CATCH BASIN/MANHOLE PROPOSED STORM PIPE 1� UTILITY CROSSING AS -BUILT GRADING LEGEND EXISTING CATCH BASIN ❑ EXISTING STORM PIPE SD EXISTING GRADE CONTOUR --28---- EXISTING GRADE SPOT ELEVATION ,+M1 PROPOSED GRADE SPOT ELEVATION PROPOSED GRADE CONTOUR ------ 6> -__-_- PROPOSED CATCH BASIN ■ PROPOSED STORM CATCH BASIN/MANHOLE IN 91 TOP OF WALL OR WALK ELEVATION 28.913 BL MATCH EXISTING ELEVATION IKEA PROPERTY INC 420 AUDI WOW ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWGHT E. SLAT ON CONSTRUCTION MANAGERP: (�10) SM -018: LxLL N-59-462J E: rytSYU ENGINEER RARGKAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT. WA 98032 CONTACT: JAY GRUBB. PE TESC NOTES: 1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EARTH -DISTURBING ACTIVITY. SEE ALSO TESC NOTES AND DETAILS SHEET CD -4. 2. CONTRACTOR SHALL PREPARE/AMEND AND BE RESPONSIBLE FOR A WDOE (ECOLOGY) CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PER THE REQUIREMENTS FOR THE WDOE CONSTRUCTION STORMWATER GENERAL PERMIT. A SWPPP HAS BEEN PREPARED BY BARGHAUSEN AND IS AVAILABLE FOR USE AS N AID TO THE CONTRACTOR. CONTRACTOR SHALL PERFORM ALL REQUIREMENTS OF THE SWPPP' INCLUDING PLAN PREPARATION, ANY REQUIRED INSPECTIONS, ANY REQUIRED SAMPLING, AND REQUIRED PLAN UPDATES AND REVISIONS. IKEA CONSTRUCTION MANAGER WILL REVIEW AND APPROVE PLAN PRIOR TO PROJECT IMPLEMENTATION. CONTRACTOR SHALL ENSURE PERSONS WITH WDOE 'CESCL' ACCREDITATION PERFORM ANY ACTIVITIES REQUIRING THE CESCL CERTIFICATION. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE CONSTRUCTION STORMWATER PERMIT FOR THIS PROJECT. 3. APPROVAL OF THIS TESC PLAN DOES NOT CONSTITUTE N APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES...) 4. THE IMPLEMENTATION OF THIS TESC AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC PLN FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL SURFACES ARE STABILIZED AS PER FINAL PLANS AND APPROVED. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION FACILITIES TO ENSURE THAT SEDIMENT -LADEN WATER DOES NOT ENTER THE NATURAL OR PUBLIC DRAINAGE SYSTEM. 5. THE TESC FACILITIES REFERRED ON THIS PLN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES (E.G. ADDITIONAL SUMP PUMPS. RELOCATION OF DITCHES... ETC), MAY BE REQUIRED TO ENSURE COMPLETE SILTATION CONTROL OF THE PROJECT. THEREFORE, DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL ADDRESS ANY CHANGED OR NEW CONDITIONS THAT MAY BE CREATED BY THE CONTRACTOR'S ACTIVITIES AND PROVIDE ADDITIONAL FACILITIES THAT MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. THE CONTRACTOR SHALL UPDATE THE SWPPP ACCORDINGLY. 6. PROPOSED WATER QUALITY VAULT AND POND MAY BE USED FOR SEDIMENT TRAP DURING CONSTRUCTION. NO SEDIMENT LADEN WATER TO BE DISCHARGED DOWNSTREAM AS A RESULT OF CONSTRUCTION. ALL SEDIMENT WITHIN THE WATER QUALITY VAULTS OR POND IS TO BE REMOVED AND DISPOSED AT N APPROVED LOCATION. B. CONTRACTOR TO PROTECT ALL EXISTING CATCH BASINS THAT RECEIVE RUNOFF FROM THE PROJECT SITE. CATCH BASIN INSERTS SHALL BE PROVIDED AND PROPERLY MAINTAINED IN ALL EXISTING AND NEW CATCH BASINS WITHIN THE CONSTRUCTION LIMOS. AT NO TIME SHALL MORE THAN 6 INCHES OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEARED PRIOR TO PLACING RIGID OR FLEXIBLE PAVEMENT. THE CLEARING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO DOWNSTREAM SYSTEM. ALL CATCH BASIN INSERTS PROTECTION SHALL BE REMOVED AFTER DISTURBED SURFACES ARE STABILZED AND SEDIMENTATION HAZARDS NO LONGER EXIST. 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 10. WHERE SEEDING IS REQUIRED AS A TEMPORARY STABILIZATION, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 LBS / ACRE). 11. SCRAPING AND SWEEPING OF STREETS, SIDEWALKS AND FLOWUNES MUST BE CONDUCTED AT THE END OF EACH WORK DAY WITH A VACUUM SWEEPER OR OTHER APPROVED MEANS. 12. THE CONTRACTOR SHALL IMPLEMENT LINEAR RUN-ON CONTROLS TO PREVENT WATER FROM ENTERING THE CONSTRUCTION AREA. 13. PROCESS WATER, SUCH AS WATER USED IN CONCRETE WORK OR PUMPED FROM A TRENCH AFTER A RAIN EVENT, SHALL BE HAULED TO AN APPROPRIATE DISPOSAL SITE. PROCESS WATER SHALL NOT BE DISCHARGED TO THE STORM DRAIN. 14. THE CONTRACTOR SHALL REFER TO 'WASHINGTON DEPARTMENT OF ECOLOGY STORMWATER MANUAL FOR WESTERN WASHINGTON, APRIL 2005' FOR NY EROSION AND SEDIMENTATION CONTROLS. THE FOLLOWING LIST CONTAINS SOME COMMON BEST MANAGEMENT PRACTICES (BMPS) . BUT ARE NOT LIMITED TO THE ONES LISTED BELOW: P. BMP C103: HIGH VISIBILITY PLASTIC FENCE b. BMP C123: PLASTIC COVERING c. BMP C203: WATER BARS d. BMP C220: STORM DRAIN INLET PROTECTION e. BMP C233: SILT FENCE 19, THERE SHALL BE NO WASHOUT CONCRETE AREA ON SITE, EXCEPT IF AUTHORIZED BY CONSTRUCTION MANAGER. IF AUTHORIZED THOSE WASHOUT SHALL BE SUCH AS THE ECO -PAN WASHOUT CONTAINMENT SYSTEM AND SERVICED ADEQUATELY PER CASE BY CASE INSTRUCTIONS. 20. NEWLY INSTALLED STORMWATER LINES AND STRUCTURES SHALL BE FLUSHED AND CLEANED BEFORE PLACING IN SERVICE OR CONNECTING TO THE EXISTING STORMWATER SYSTEM. 21. PROJECT SHALL NOT BE DEEMED COMPLETE UNTIL CONSTRUCTION MANAGER DETERMINES THAT THE PROJECT SITE MEETS ALL THE REQUIREMENTS OF FINAL SITE STABILIZATION AS DEFINED BY ECOLOGY. CITY OF RENTON �G_ • A�0 DEPARTMENT OF PUBLIC WORKS mr rf 762 GENERAL CONSTRUCTION NOTES IKEA REDEVELOPMENT RENTON, WA. 6 11 2015 'L CFB DOTE / / FlE xo. U75001 N AJ &e Cfl4WN e• G/T�'YG EN G1tA�A"P a£cX® JSC BCN.E N/A fan900Y�_ APPROVED xmxs wcmR Cs aue Ham!_ R-3847103 (D N 8 5 w W d z O i W U m ABBREVIATIONS TESC LEGEND: IE - INVERT ELEVATION D.I. - DUCTILE IRON PIPE EL. - ELEVATION RCP - REINFORCED CONCRETE PIPE TEMPORARY CONSTRUCTION CB - CATCH BASIN PVC - POLYVINYL CHLORIDE PIPE FENCE PSE - PUGET SOUND ENERGY BCR - BEGIN CURB RETURN SILT FENCE • • B.O.P. - BOTTOM OF PIPE ECR - END CURB RETURN T.O.P. - TOP OF PIPE S/W - SIDEWALK SDMH - STORM DRAIN MANHOLE C&G - CURB & GUTTER CLEARING LIMITS w� tiiw FH -FIRE HYDRANT L.S. -LANDSCAPE STRIP HCL - HYDRAULIC GRADE LINE q - ROW - CENTERLINE RIGHT OF WAY SSCO -SANITARY SEWER CLEANOUT TC - TOP OF CURB CATCH BASIN INSERT SS - SANITARY SEWER CF - CURB FACE STA. - STATION TW - TDP OF WALK /TOP OF WALL EX. TREE TO REMAIN Q S -SLOPE BC - BEGIN CURVE - FL - LT. - FLOW LINE LEFT EC - AC - END CURVE ASPHALT CONCRETE EX. TREE TO BE REMOVED O RT. - RIGHT CMB - CRUSHED MISCELLANEOUS BASE EX. - EXISTING ATB - ASPHALT TREATED BASE EX. CURB TO BE REMOVED SD -STORM DRAIN PSI - POUNDS PER SQUARE INCH PCC - PORTLAND CEMENT CONCRETE SSMH - SANITARY SEWER MANHOLE APWA - AMERICAN PUBLIC WORKS ASSOCIATION CO - CLEANOUTWSDOT - WASHINGTON STATE DEPARTMENT OF EX. PAVEMENT' STRIPING TO BE SCH - SCHEDULE TRANSPORTATION REMOVED STD - STANDARD HMA - HOT MIX ASPHALT SWPPP- STORM WATER POLLUTION WDOE - WASHINGTON STATE DEPARTMENT OF PREVENTION PLAN ECOLOGY DS -DOWNSPOUT DRAIN NIC - NOT IN CONTRACT A8-BU_T NOTB THIS CONSTRUCTION RECORD DRAWING IS A COPY OFA D PRP HA " CAD LE EARED VE BUAN ALIEN CONSULTING ENGINEERS AND HAS BEEN EDIT ITARY SEWER A D REELECT FIELD WATER MAIN SYSTEMS. FI INVERT AND RIM CALL 2 WORKING DAYS RIM ELEVATIONS ELEVATIONS OF THE STORM, WERE OBTAINED DEACON AND NORTHWEST CONSTRUCTION N AUGUST ELD VERIFIED IiV1JV17 TAS BEFORE YOU DIG THE ONELD USI�TE PRIVATBy E EPOS OW DRAINAGE FACILITIES AND PUBLIC/ RWSEN CONSULTING ENGINEERS WAS ALSO ATATEDUCTED WATR IND SEWER 2017. SYSTEMS O WERE INSTALLED IN ACCORDANCE WITH ME APPROVED PLANS AND THE DOCUMENTED FIELD Z SII REVISIONS AND FUNCTION AS WENDED, VERTICAL DATUMp CITY OF RENTON, NAVD 88 CITY F CHAMR EENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) GEOTECHNICAL REPORT REFERENCE NOTES 1. THE FOLLOWING GEOTECHNICAL REPORT FOR THE SITE SHALL BE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS: REPORT OF GEOTECHNICAL ENGINEERING SERVICES COMMERCIAL WAREHOUSE BUILDING RENTON, WASHINGTON GEODESK:N PROJECT: GREENBERG-3-01 DATED DECEMBER 2, 2014 ADDENDUM i - MEMORANDUM DATED FEBRUARY 3, 2015 TO FRANK CODA GREENBERG FARROW ARCHITECTS. RE: PERVIOUS PAVEMENTS AND POND SLOPE STABILITY COMMERCIAL WAREHOUSE BUILDING AS PERFORMED BY: GEODESIGN INC. 350 MISSION STREET SE, SUITE 102 SALEM, OR 97302 PH 503.385.5439 CONTACT: JULIO C. VELA, PH.D., P.E. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE REPORT FOR THE SITE BE OBSERVED AND COMPUED WITH DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB. UTILITY NO PAVING CONSTRUCTION. ME CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR HAVING THE LATEST GEOTECHNICAL REPORT AND ADDENDUMS. 3. ANY PROVISIONS OF THE REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REWIRE FURTHER CLARIFICATION. SHALL BE BROUGHT TO THE ATTENTION OF BARGHAUSEN ENGINEERS. 4. A REPRESENTATIVE FOR THE SOILS/GEOTECHNICAL ENGINEER SHALL BE AVAILABLE TO OBSERVE ND APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOBS/GEOTECHNICAL ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND MATERIALS OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATION OF THE GEOTECHNICAL INVESTIGATION AND THAT THE WORK WAS PERFORMED TO THE SATISFACTION OF THE ENGINEER.THE CONTRACTOR SHALL MAKE ALL PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED WITHIN SOILS REPORT. AS A MINIMUM. THIS INCLUDES THE OBSERVATION OF THE FOLLOWING BY A SOILS/GEOTECHNICAL ENGINEER: A STRIPPING, PROOF ROLLING OF SUBGRADE AND REPAIR OF SOFT AREAS. B. ALL FOOTING ND FLOOR SUBGRADE PREPARATION, OBSERVATION OF OVER -EXCAVATION AND REMOVAL OF UNSUITABLE SOIL MATERIALS. C. SUBGRADE OBSERVATION AND EVALUATION. D. PROOFROLLING PAVEMENT SUBGRADE. BASE ROCK AND ASPHALT PLACEMENT AND COMPACTION. 5. THE CONTRACTOR SHALL QUALIFY ANY LIMITATIONS TO SOILS INSPECTIONS WITHIN BID PROPOSAL. DRAINAGE LEGEND EXISTING CATCH BASIN ❑ EXISTING STORM PIPE EXISTING GRADE CONTOUR PROPOSED GRADE CONTOUR------36------ PROPOSED CATCH BASH ■ PROPOSED STORM CATCH BASIN/MANHOLE PROPOSED STORM PIPE 1� UTILITY CROSSING AS -BUILT GRADING LEGEND EXISTING CATCH BASIN ❑ EXISTING STORM PIPE SD EXISTING GRADE CONTOUR --28---- EXISTING GRADE SPOT ELEVATION ,+M1 PROPOSED GRADE SPOT ELEVATION PROPOSED GRADE CONTOUR ------ 6> -__-_- PROPOSED CATCH BASIN ■ PROPOSED STORM CATCH BASIN/MANHOLE IN 91 TOP OF WALL OR WALK ELEVATION 28.913 BL MATCH EXISTING ELEVATION IKEA PROPERTY INC 420 AUDI WOW ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWGHT E. SLAT ON CONSTRUCTION MANAGERP: (�10) SM -018: LxLL N-59-462J E: rytSYU ENGINEER RARGKAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT. WA 98032 CONTACT: JAY GRUBB. PE TESC NOTES: 1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EARTH -DISTURBING ACTIVITY. SEE ALSO TESC NOTES AND DETAILS SHEET CD -4. 2. CONTRACTOR SHALL PREPARE/AMEND AND BE RESPONSIBLE FOR A WDOE (ECOLOGY) CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PER THE REQUIREMENTS FOR THE WDOE CONSTRUCTION STORMWATER GENERAL PERMIT. A SWPPP HAS BEEN PREPARED BY BARGHAUSEN AND IS AVAILABLE FOR USE AS N AID TO THE CONTRACTOR. CONTRACTOR SHALL PERFORM ALL REQUIREMENTS OF THE SWPPP' INCLUDING PLAN PREPARATION, ANY REQUIRED INSPECTIONS, ANY REQUIRED SAMPLING, AND REQUIRED PLAN UPDATES AND REVISIONS. IKEA CONSTRUCTION MANAGER WILL REVIEW AND APPROVE PLAN PRIOR TO PROJECT IMPLEMENTATION. CONTRACTOR SHALL ENSURE PERSONS WITH WDOE 'CESCL' ACCREDITATION PERFORM ANY ACTIVITIES REQUIRING THE CESCL CERTIFICATION. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE CONSTRUCTION STORMWATER PERMIT FOR THIS PROJECT. 3. APPROVAL OF THIS TESC PLAN DOES NOT CONSTITUTE N APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES...) 4. THE IMPLEMENTATION OF THIS TESC AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC PLN FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL SURFACES ARE STABILIZED AS PER FINAL PLANS AND APPROVED. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION FACILITIES TO ENSURE THAT SEDIMENT -LADEN WATER DOES NOT ENTER THE NATURAL OR PUBLIC DRAINAGE SYSTEM. 5. THE TESC FACILITIES REFERRED ON THIS PLN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES (E.G. ADDITIONAL SUMP PUMPS. RELOCATION OF DITCHES... ETC), MAY BE REQUIRED TO ENSURE COMPLETE SILTATION CONTROL OF THE PROJECT. THEREFORE, DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL ADDRESS ANY CHANGED OR NEW CONDITIONS THAT MAY BE CREATED BY THE CONTRACTOR'S ACTIVITIES AND PROVIDE ADDITIONAL FACILITIES THAT MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. THE CONTRACTOR SHALL UPDATE THE SWPPP ACCORDINGLY. 6. PROPOSED WATER QUALITY VAULT AND POND MAY BE USED FOR SEDIMENT TRAP DURING CONSTRUCTION. NO SEDIMENT LADEN WATER TO BE DISCHARGED DOWNSTREAM AS A RESULT OF CONSTRUCTION. ALL SEDIMENT WITHIN THE WATER QUALITY VAULTS OR POND IS TO BE REMOVED AND DISPOSED AT N APPROVED LOCATION. B. CONTRACTOR TO PROTECT ALL EXISTING CATCH BASINS THAT RECEIVE RUNOFF FROM THE PROJECT SITE. CATCH BASIN INSERTS SHALL BE PROVIDED AND PROPERLY MAINTAINED IN ALL EXISTING AND NEW CATCH BASINS WITHIN THE CONSTRUCTION LIMOS. AT NO TIME SHALL MORE THAN 6 INCHES OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEARED PRIOR TO PLACING RIGID OR FLEXIBLE PAVEMENT. THE CLEARING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO DOWNSTREAM SYSTEM. ALL CATCH BASIN INSERTS PROTECTION SHALL BE REMOVED AFTER DISTURBED SURFACES ARE STABILZED AND SEDIMENTATION HAZARDS NO LONGER EXIST. 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 10. WHERE SEEDING IS REQUIRED AS A TEMPORARY STABILIZATION, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 LBS / ACRE). 11. SCRAPING AND SWEEPING OF STREETS, SIDEWALKS AND FLOWUNES MUST BE CONDUCTED AT THE END OF EACH WORK DAY WITH A VACUUM SWEEPER OR OTHER APPROVED MEANS. 12. THE CONTRACTOR SHALL IMPLEMENT LINEAR RUN-ON CONTROLS TO PREVENT WATER FROM ENTERING THE CONSTRUCTION AREA. 13. PROCESS WATER, SUCH AS WATER USED IN CONCRETE WORK OR PUMPED FROM A TRENCH AFTER A RAIN EVENT, SHALL BE HAULED TO AN APPROPRIATE DISPOSAL SITE. PROCESS WATER SHALL NOT BE DISCHARGED TO THE STORM DRAIN. 14. THE CONTRACTOR SHALL REFER TO 'WASHINGTON DEPARTMENT OF ECOLOGY STORMWATER MANUAL FOR WESTERN WASHINGTON, APRIL 2005' FOR NY EROSION AND SEDIMENTATION CONTROLS. THE FOLLOWING LIST CONTAINS SOME COMMON BEST MANAGEMENT PRACTICES (BMPS) . BUT ARE NOT LIMITED TO THE ONES LISTED BELOW: P. BMP C103: HIGH VISIBILITY PLASTIC FENCE b. BMP C123: PLASTIC COVERING c. BMP C203: WATER BARS d. BMP C220: STORM DRAIN INLET PROTECTION e. BMP C233: SILT FENCE 19, THERE SHALL BE NO WASHOUT CONCRETE AREA ON SITE, EXCEPT IF AUTHORIZED BY CONSTRUCTION MANAGER. IF AUTHORIZED THOSE WASHOUT SHALL BE SUCH AS THE ECO -PAN WASHOUT CONTAINMENT SYSTEM AND SERVICED ADEQUATELY PER CASE BY CASE INSTRUCTIONS. 20. NEWLY INSTALLED STORMWATER LINES AND STRUCTURES SHALL BE FLUSHED AND CLEANED BEFORE PLACING IN SERVICE OR CONNECTING TO THE EXISTING STORMWATER SYSTEM. 21. PROJECT SHALL NOT BE DEEMED COMPLETE UNTIL CONSTRUCTION MANAGER DETERMINES THAT THE PROJECT SITE MEETS ALL THE REQUIREMENTS OF FINAL SITE STABILIZATION AS DEFINED BY ECOLOGY. CITY OF RENTON �G_ • A�0 DEPARTMENT OF PUBLIC WORKS mr rf 762 GENERAL CONSTRUCTION NOTES IKEA REDEVELOPMENT RENTON, WA. 6 11 2015 'L CFB DOTE / / FlE xo. U75001 N AJ &e Cfl4WN e• G/T�'YG EN G1tA�A"P a£cX® JSC BCN.E N/A fan900Y�_ APPROVED xmxs wcmR Cs aue Ham!_ R-3847103 (D N 8 5 w W d z O i W U m co co N LOO O F w W CL t0 c7 GO O 0 Z m 0 7 ui U of R-3847104 T^t l� z 0 r< I 9Z 11 rU 3 \ITI�N I SLO EASELIE 8" 016" 15' POWER EASEMENT REC.N0.7903060824 g WATERLINE EASEMENT 5' 13' 7 EXISTING WRB07 g g k Y R OF >4 3 U CURB z Lo S2i AND C53 STRUCTURAL D F, a LOT/PARCEL LINE Lo TRASH COMPACTOR PER ARCHITECTURAI. DRAWINGS c y m' NOT USED rn c ii 2 c REFUSE AND FENCED/SCREENED RECYCLING AREA FL CART RETURN COUNTED AS PARKING STALL) & 5 I ;ill L0 D (NOT a ,..,... •-#•"•^ HEAVY ASPHALT PAVEMENT Q �•��. D a4 3 w 0 20 40 BD AS PER CITY STD. PIANS 6009. fA10. O EXISTING CONCRETE PAVEMENT O GENERATOR PER ELECTRICAL DRAWINGS 15 PEDESTPoiN PATHWAY/SIDEWALK SEE SHEET CIA AND PER DETAIL 2/C2.1 Q v a Q CONCRETE PAVEMENT O DIRECTIONAL ARROW PER DETAIL 3/C&376 PARKING LOT UGNT PER ELECTRICAL SITE PLAN DRAWING E002. Z GRAVEL ACCESS ROAD w w n 07 LANDSCAPING. SEE LANDSCAPE AND IRRIGATION PLANS(2) - 53' LONG X (8'-5j 8.42' CENTER - CENTER 5- WIDE TRAILER STRIPE J FOR DETAILS. � U MWHwMWI OWN 0 PAI8<WG STALL -PANTED WHITE STRIPES 9'%20' TYPICAL 18 6 FT. WIDE SIDEWALK AS PER DETAILS 2, 4 AND 10 SHEET C2.1 w UNNIRM CEO III ANN HER prom 09 CHAIN UNIX FENCE WITH MESH AS PER ARCHITECTUAL DRAWINGS 19 FRONTAGE SIDEWALK IMPROVEMENTS. SEE SHEETS C1.6-1, C1.6-2, C1.6-3, Q 10 DOCK HEIGHT LOADING OFRONTAGE LUMINAIRE AS PER FRONTAGE ILLUMINATION PIANS SHEETS 1-9. �I �1 VGV\IAP IN�OTGT�OMFSCALEI Y z 0 r< I 9Z 11 rU 3 \ITI�N I SLO EASELIE 8" 016" 15' POWER EASEMENT REC.N0.7903060824 g WATERLINE EASEMENT 5' 13' 7 EXISTING WRB07 g g wz OF Y R OF >4 3 U CURB z S2i AND C53 STRUCTURAL D F, a LOT/PARCEL LINE N TRASH COMPACTOR PER ARCHITECTURAI. DRAWINGS c y m' NOT USED rn c ii 2 c REFUSE AND FENCED/SCREENED RECYCLING AREA FL CART RETURN COUNTED AS PARKING STALL) & 5 I ;ill (1090 SO. FT. GROSS) PER ARCHITECTURAL DRAWINGS D (NOT a ,..,... •-#•"•^ HEAVY ASPHALT PAVEMENT 40 TRANSFORMER PER ELECTRICAL DRAWINGS11 a4 ¢ w z 0 r< I 9Z 11 rU 3 \ITI�N I SLO EASELIE 8" 016" 15' POWER EASEMENT REC.N0.7903060824 g WATERLINE EASEMENT 5' 13' 7 EXISTING BUILDING - NOT A PART • 5 _____ _____________ ) ___--_-_--...._.-_-_____ - - - _..___--_-....._.-_.__ - W 5' PULL G ....�- o D -- --- -- --- -- -m_ o , 81 DING IP 0 0 6W TE ENT 6WA7ER _ (41ID - 1 iO - 1 1 1 }8832'42Y 38.44 BUILDING TIE R ro r FH -: 14 I I L_GRIO LINE ZE Z/1 o_ a e `�bn .,.: N8832'42 -W 9850 - PRNATE SEWER AND ° 17 BR�°fRrtllFN �— '°�— ��>—. 0 PUBUC WATER EASEMENT NI• T1 TALL STRIPING ,� . C.NO. 81090 Sp6 ° - ° - _ ° °� D WAY APPROACH x p ,6 SHEETS C1.6-1 NEW 15* PUBLIC z$ .. a -'� �-- NEW 15� UBLIC s1 r WATER EASEMENT -'+r _ v: ° >2• .� m��p ° FH (/XI// WATER EA$1`MENT 1 �5 {Sa. a3 ° POWER EASEMEN �^ �. /%�• IRV4A ER'EASEMENT - PtEC.N0.86e22 1016 p,m7aFHIB S ALLY < rww8 pn w .°a. 8 LT FARM _. 8 STALLS V ��' / E a W ' L. MERIT 21 El °. s. 21 °' - . y ° 0.4' 31' 22' 0 141E 4050914 8 n 19 IS'r EMENT n 5 17 12 STALIi .r� 7 RECAO.7903060824 7 a 16 15 © TTOR-TRAILER- --- -- LS g WATERLINE EASEMENT LIFT STALL STRIPING 3 • ° 6 B I n� .8 REiN{0.81TO20546 55 ft FT RIACK VWW 0 _ JJIIII BUILDING TIE R TO GRID LINE A /13 0 NEW ■KEA STORE (RETAIL) - - - - - - - - - - - - - - - - - - - - - - - - - - - - MATCHLINE SEE SHEET C1.3-2 AS -BUILT NOTE THIS CONSTRUCTION RECORD DRAWING 6 A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKINGDAYS ELEVATIONS OF THE STORM. SANITARY SEWER AND WATER MAN SYSTEMS. FIELD VERIFIED INVERT AND p� ry FyDKae RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST ::017. A BEFORE YOU 2017, THE ONFIELD -SITE PRIBy VATE STORM DRAINAGE FACILITIES CHAUSEN CONSULTING SAND PUBUERS WAS C/PRNATEE WATER NDUCTED LAND SEWER SYSTEMS p p44 WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD z V11 REVISIONS AND FUNCTION AS INTENDED. AS -BUILT VE RICAL DATUNp CITY OF RENTON, NAVD 88 EAd CITYBENCOF RRENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) Dote Dale Dale IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 634-0180; CELL 303-549-4613 E: D HTc_AUXIQaEA[pl ENGINEER BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 CONTACT: JAY GRUBB, PE (425)251-6222 EXISTING WRB07 RETAIL BUILDING PER ARCHITECTURAL DRAWINGS 17 pL�50AT5EETC51%WAER QUALITY VAULT SEE E�N� 1.5-I AND L1.5-2 R OF a, ALL CURB S2i AND C53 STRUCTURAL D — '- — LOT/PARCEL LINE O TRASH COMPACTOR PER ARCHITECTURAI. DRAWINGS 12 NOT USED UGHT DUTY ASPHALT PAVEMENTO REFUSE AND FENCED/SCREENED RECYCLING AREA 13 CART RETURN COUNTED AS PARKING STALL) O CENT I ;ill (1090 SO. FT. GROSS) PER ARCHITECTURAL DRAWINGS (NOT a ,..,... •-#•"•^ HEAVY ASPHALT PAVEMENT 40 TRANSFORMER PER ELECTRICAL DRAWINGS11 STOP BOR PER DETAIL 2/C2.3. FIT STOP SIGN PER MUTCD. SIGN INSTALLATION ¢ w AS PER CITY STD. PIANS 6009. fA10. EXISTING CONCRETE PAVEMENT O GENERATOR PER ELECTRICAL DRAWINGS 15 PEDESTPoiN PATHWAY/SIDEWALK SEE SHEET CIA AND PER DETAIL 2/C2.1 v a CONCRETE PAVEMENT O DIRECTIONAL ARROW PER DETAIL 3/C&376 PARKING LOT UGNT PER ELECTRICAL SITE PLAN DRAWING E002. _I = GRAVEL ACCESS ROAD 07 LANDSCAPING. SEE LANDSCAPE AND IRRIGATION PLANS(2) - 53' LONG X (8'-5j 8.42' CENTER - CENTER 5- WIDE TRAILER STRIPE FOR DETAILS. PANTED IN TRAFFIC YELLOW. CENTER ON TRUCK STALL - TYPICAL OF 10. MWHwMWI OWN O PAI8<WG STALL -PANTED WHITE STRIPES 9'%20' TYPICAL 18 6 FT. WIDE SIDEWALK AS PER DETAILS 2, 4 AND 10 SHEET C2.1 UNNIRM CEO III ANN HER prom 09 CHAIN UNIX FENCE WITH MESH AS PER ARCHITECTUAL DRAWINGS 19 FRONTAGE SIDEWALK IMPROVEMENTS. SEE SHEETS C1.6-1, C1.6-2, C1.6-3, NUE W 10 DOCK HEIGHT LOADING OFRONTAGE LUMINAIRE AS PER FRONTAGE ILLUMINATION PIANS SHEETS 1-9. �I �1 VGV\IAP IN�OTGT�OMFSCALEI 27 If�i 12' W X % 9' HEIGHT CLINK FENCED AREA FOR WASTE COMPOST COM AND MIX COMMODITIES BINS WITHITH AWL NYL COVERING. MATERIALS AND COLORS i0 MATCH EXISTING EXISTING BUILDING - NOT A PART • 5 _____ _____________ ) ___--_-_--...._.-_-_____ - - - _..___--_-....._.-_.__ - W 5' PULL G ....�- o D -- --- -- --- -- -m_ o , 81 DING IP 0 0 6W TE ENT 6WA7ER _ (41ID - 1 iO - 1 1 1 }8832'42Y 38.44 BUILDING TIE R ro r FH -: 14 I I L_GRIO LINE ZE Z/1 o_ a e `�bn .,.: N8832'42 -W 9850 - PRNATE SEWER AND ° 17 BR�°fRrtllFN �— '°�— ��>—. 0 PUBUC WATER EASEMENT NI• T1 TALL STRIPING ,� . C.NO. 81090 Sp6 ° - ° - _ ° °� D WAY APPROACH x p ,6 SHEETS C1.6-1 NEW 15* PUBLIC z$ .. a -'� �-- NEW 15� UBLIC s1 r WATER EASEMENT -'+r _ v: ° >2• .� m��p ° FH (/XI// WATER EA$1`MENT 1 �5 {Sa. a3 ° POWER EASEMEN �^ �. /%�• IRV4A ER'EASEMENT - PtEC.N0.86e22 1016 p,m7aFHIB S ALLY < rww8 pn w .°a. 8 LT FARM _. 8 STALLS V ��' / E a W ' L. MERIT 21 El °. s. 21 °' - . y ° 0.4' 31' 22' 0 141E 4050914 8 n 19 IS'r EMENT n 5 17 12 STALIi .r� 7 RECAO.7903060824 7 a 16 15 © TTOR-TRAILER- --- -- LS g WATERLINE EASEMENT LIFT STALL STRIPING 3 • ° 6 B I n� .8 REiN{0.81TO20546 55 ft FT RIACK VWW 0 _ JJIIII BUILDING TIE R TO GRID LINE A /13 0 NEW ■KEA STORE (RETAIL) - - - - - - - - - - - - - - - - - - - - - - - - - - - - MATCHLINE SEE SHEET C1.3-2 AS -BUILT NOTE THIS CONSTRUCTION RECORD DRAWING 6 A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKINGDAYS ELEVATIONS OF THE STORM. SANITARY SEWER AND WATER MAN SYSTEMS. FIELD VERIFIED INVERT AND p� ry FyDKae RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST ::017. A BEFORE YOU 2017, THE ONFIELD -SITE PRIBy VATE STORM DRAINAGE FACILITIES CHAUSEN CONSULTING SAND PUBUERS WAS C/PRNATEE WATER NDUCTED LAND SEWER SYSTEMS p p44 WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD z V11 REVISIONS AND FUNCTION AS INTENDED. AS -BUILT VE RICAL DATUNp CITY OF RENTON, NAVD 88 EAd CITYBENCOF RRENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) Dote Dale Dale IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 634-0180; CELL 303-549-4613 E: D HTc_AUXIQaEA[pl ENGINEER BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 CONTACT: JAY GRUBB, PE (425)251-6222 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS CIVIL SITE PLAN ata JSG Iecce AWPUf® R-3847105 co N 9 0 w IL R OF ALL I 39'' 9 E% O CENT I ;ill CITY OF RENTON DEPARTMENT OF PUBLIC WORKS CIVIL SITE PLAN ata JSG Iecce AWPUf® R-3847105 co N 9 0 w IL Tt Q Lfl O$ x $ fr n. y, z O F CJ YK-I a a 's m' � D s 3 1K=40, o 0 20 40 80 s tO L Q CC Z W w m cl) IL w J O U W w W cca Y t � x � OF n. y, z ; a F CJ YK-I a a 's m' � o a s i o s Q t: 0 O LEGEND SITE IMPROVEMENT SCHEDULE EXISTING CURB (`^/---��= Q V J CURB 1 NOT USED 10 NEW FRONTAGE SIDEWALK IMPROVEMENTS. SEE SHEETS C7.8-1, C1.6-2, C1.6-3. ' 19 FRONTAGE LUMINAIRE AS PER FRONTAGE ILLUMINATION PIANS SHEETS I-9. LOT/PARCEL LINE ,,• ST STOP BAR PER DETAIL 2/C2.3. RI STOP SIGN PER MUTCD. SIGN 11 NOT USED A 20 NOT USED I VI.3-' LIGHT DUTY ASPHALT PAVEMENT `vJTALIATpN AS PER CITY SiD. PUNS G009, GOf O. J 1 DRIVEWAY APPROACH SEE SHEETS C1.6-1, C1.6-2, CL6-3. 12 4" WIDE PAINTED WHITE STRIPES AT 2' O.d, PEDESTRIAN 21 RAMP AS PER DETAIL 1/C2A HEAVY ASPHALT PAVEMENT CROSSING U uTI a GATE 13 CART RETURN (NOT COUNTED AS PARKING STALL) 22 END RAMP AS PER DETAIL 7/C2.4 �3 EXISTING CONCRETE PAVEMENT GRAVEL POND MAINTENANCE ACCESS - SEE SHEET C1.4-3 14 NOT USED a CONCRETE PAVEMENT GRAVEL ACCESS ROAD 16 DIRECTIONAL ARROW AS PER DETAIL 3 SHEET C2.3 15 PEDESTRIAN PATHWAY/SIDEWALK �� RAIN GARDEN 1'. 7) LANDSCAPING. SEE LANDSCAPE AND IRRIGATION PLANS FOR DETAILS. 16 PARKING LOT LIGHT PER ELECTRICAL SITE PLAN DRAWING E002 1a� PARKING STALL - PAINTED WHITE STRIPES 9'%20' TYPICAL p NOT USED 15' POWER EASEMENT 10' GAS EASEMENT 19 ORNMNENTAL METAL (IRON ROD) FENCE SEE FENCE DETAILS ON SHEET C2.7 lg RETAINING WALL SEE SHT. C1.4-3 REC.NO.7903060824 8 WATERUNE EASEMENT REC.N0.20120809000800 REC.N0.8109020546 zt M T HLINE: SEE SHEET C1.3-2 KEYMAP NOT 70 SCALE I "os10�EETBEMEN ............. pmiil er!?.. -0 .. .AA9m:.. •!!�:.�....:, :��. . ..... b:.... ... F<:.. .. in:. P: :-::: . IF REC.N0810 2]0]22'jo*: '8 : 20 '. 1 C El. �5: w. w . ,8 ,2®., 8: 219 �+ a: 3 Q �{ 7 1, e o' BSBL 3 R: R G?. i5 .wl la.z3r,c.. ..a ..a.. g. 9• TEL EASEMENT 8 u%-v-+'zti%� i6' 1. �'t�1-:4'.ti::::':::'::c:":.:':::'': �:"' C.N0.79040509 Id P P 7 i J' 9 � •A �O0 .�' POWER 1' :I 5 OWE EASEM a 6 & N vO o 7 ED.ND.]9DJ06082 4 o -o 1 6 mo 0 R o • d P: \ ^ �� � 8 WATERLINE ESMT ... ❑ P ,.. 7 , . ] . \qJ. .. e•o^' -' � 2 ] wp'� ? , .., .._ 6 .( I R CRUX 10902056fi Lo 36' _22 7 I No c/ - zZz. 7 $ 0 7 10 15 o 0 12 ` 15 5.6'. 22 }�' o IS 7 21 ' HICK �. O 5 g 13 I & ORNEWAY/WAI.K 5.. S 9 'P. AhL i K UCS G-. :;,f: 4 6 6 v 7 6 22 i „ I�.� „_ .g�.. ... .._........_. .�.� .......-._.�-._.....�T.. ..,e-.. �z�'`�` - -. :..c1..�._. .....�i�;n` �i '"Re' -...... .�`,iyi.i'i'•:'>.K'��.Er:•&'i:'':i''s�... .. I� � 7 . 18 RETAINING WALL FENCE - � 15' POWER EASEMENT" °: �, ' - m o o Ulb AVENUE SW ' MINOR ARTERULR _ _ _ _ mKC� • ai< _- - WATERLINE EASEMENT 19 __-_- A 054 --_ _ __.= -T----- 19 __.090?:: T i 0 T'��i - s AS—BUILT T� VEAL DAILY AS -BUILT GATED: 12-15-2017 AS-BULD THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN g CITY OF RENTON, NAVD 88 CF TOOiiY ��®F T COMPLIANCEN CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM it CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND Awrwed by; Dote RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BENCHMARK.' BEFORE YOU DIG FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL Approved 6y. Dote THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRWATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD ApprmM �,. Date 8H pp4�WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) rove4 5 . Dote gfi.i C�32 a_e_>_ aa— P - _ _ _ _ _ _ _ - _ --z..- - ---------------- a - ------- T S i" -i---- T Tcw g ---`-i IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN. PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCUON MANAGER P. (610) 834-0180: CELL 30.1-519-1823 E: OWGXTYATWdKI OM ENGINFER- EN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 CONTACT: WY GRUBS, PE (425)251-8222 j0 - - e u_o T � N i T T , I CITY OF RENTON [DEPAPiTMENT OP PUBLIC WORKS CIVIL SITE PLAN R-384710; a ®'" ®®® 23t ME 7"l ®®�mom ®,®®®®®�- 4 1 ° ° ° , 4- ° ° ° PROPOSED SREMCELD ee pg A!1 ° °. (V a S S ���` 0 z ... STA / Z -SEE SHEET CL5-1 ° ,• 1 1 / 2 STA: 5+18.6° ° \ oi- 00 to 22.09 SI KI KOSOVO r 0 20 40 80 ° ° I LMA m IF p STA: 3+]5.4 _1 Q .. _ 'xr w- �— w EW] w ,I�__- 1 W __ _ _ W q . w — W w - �.. P* p ��, n W /[—��D� \ p `'�"PAVEMM sy`SWAiE W Q ;, pI �; p mt2 nL '6' R �.%� \N Q �s+P�/I r /Vk / Z tel- p— (� GRADING LEGEND STA \ p �" \ QPM . -------- CL \ - / - ♦ _ �. EXISTING CATCH BASIN ❑ � � � ' I � ' � ' � , �..' ♦'b. � p � � ♦♦ EXISTING STORM PIPE So ' Y �-- ♦♦p ° ° p ,x(ua EXISTING GRADE CONTOUR R ?g _—_ r/ p / �•l�, "GAJ ♦ -� �� �0 p / EXISTING GRADE SPOT ELEVATION ,+ '' 0 PROPOSED GRADE SPOT ELEVATION (TOP 2&91 I p .�n'h p .. ,• .�'ry N� ` " / `°1' . VRVRVR OF PAVEMENT OR GROUND SURFACE) LL PROPOSED GRADE CONTOUR ----- ti+F-_____ / S,a L _p. ♦ /____- / • 'Q _!�_ ( p "�'� �y�A__ __ _♦ /. / /per p' O: /vr{ Q PROPOSED CATCH BASIN ■ -\C '� �• P ♦, ' �' 1 / _ �__ Q r ` LJLJJCJC PROPOSED STORM CATCH BASIN/MANHOLE ® ' ♦ - ♦ ..� ; ♦ ; ♦ ♦� . '' p' p, U i IW.2891 � 1 ♦♦i ♦�, '---tea ♦�' ♦i ♦i Y TOP OF WALL OR WALK ELEVATION TW -21.83 28915 ME TW=21.91 4 MATCH EXISTING ELEVATION /I— ® ® ® ® ® ® ® TRUCK PARKING ELEVATION DETAIL N a r�t 200000 g MATCH EXISTING PAVEMENT SURFACE AT PROPERTY LINE O p o / e — STA: 6+84 2 t-1_ _ 2 SiA 6+11.0. STA: ]263.4 - STA: 1+81.8STA: 8+5].III I MEN Y°. STA 2+34.4 1... R 1 23.29 ARIOG �yW STA: 3+]54�r P7�ST4A W W � ••♦2+189 y-��1f 5+60 I I 1 _ _ �I 'c ao z a /-�' •p M1 '^� - ',� ,q�/� '/I�) • I , 1� V4i_ \, Iff:— LIN,�� .� �/.ii'I.—r�•?T,i� 8 1,3(1 ' ' I g t I I' __ ! 1 1 , ,Bei - ♦ ♦i ♦i �, • ♦/ ♦. IT ____ � I ° TW -21.68 6 25.00 FF= I 1 REFUSE RECYCLE ME GENERATOR PAD M- 1.32 11 ■ Co Z 1 1 3:1 SLOPE ® ® ® ® 4 T T �' I. 7W.21.33 ' ' ® ® TW -21.28 ' N20�P i Ii �R 4 3 ® ® ® ®PROPOSED STORM VAULT I 3:1 MAX SLOPE IVAM210/ 11 I l` - - - _ _ _ \21M 771% FF ELI gq I lC °• �, , i L I I A 1 ♦ c I & 6 £4 II II ,.fix i _, ', '%% ; ♦ i ; m' m ' .22.N I IIT _iDL r I .' u o of 4 1 I F'CONSTRUCTION KEYNOTES f 1 I 2.0% 't 1 O) CONCRETE GUTTER SWALE (SEE DETAIL 3/C2.2) WATER QUALITY VAULT ELEVATION DETAIL O CONCRETE GUTTER SWALE (SEE DETAIL 3/C2.2) - i0 CAPTURE DRAINAGE -20 AAA Ir E I , 1 FROM ALLIANCE PACKAGING - UPSTREAM TRIBUTARY, DIRECT DRAINAGE TO P C a 6z I� II a sS� , x , EXISTING CATCH BASINS. BYPASSING NEW WENAULT - IKEA WATER GUAOTY 3 t Q _Y II p."l TW=23.39 it =CRO HWAY TO EMERGENCY EXIT. MAXIMUM 4.9R SLOPE WITH 2% Ij vI PE 4 4 II ILO o 10 In hol1 e a � MATCHLINE: SEE SHEET C1.4-JDAINESSIDEVIOPER2 0 AS -BUILT IKEA PROPERTY INC S. s 420 ALAN WOOD ROAD Q�G,Hq(/�to = z z 9 AS -BUILT DATE@ 12-15-2017 �P ( A3 be CONTACT; DKEN, PA 19426 V" z z m A8-BI�.T NO'I5 ygR((Cq(, ppTM,p FOR s,� �y CONTACT: DMIGHT E. AATON a a m THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN � G: a CONSTRUCTION MANAGER CIN OF RENTON, NAVD 88 TCIC"STANDAI a Qi Z O O CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM i P: (610) 634-0180: UU. 3m-649-4623 'D SN O i CALL 2 WORKING DAYS ELEVATIONS OF THE STORM. SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND APDrwro6 M: Dale E: O9tcNT.&Ar"KumM a rRIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST ::017. A BENCHAApG PI8,62 Q BARC� YOU DIG.HAVSEN CONSULTING ENGINEERS FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL APProve6 6Y: Dole 4 4. 0 THE ON-SITE PRIVATE STORM DRAINAGE FACILITES AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD,ySr SIE V'G♦@ / 18215 72ND AVENUE SOUTH KENT, mG WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING Approve6 by.DMe OVAL CW Y WA 88032 X%jM EF'Q ❑ z $11 REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) Approve) by: Date �•I CONTACT:.M,11 Y GRUBB, PE 0 ¢NO1N IT lim mill, CITY OF RENTON DEPARTMENT OF PUBLIC WORKS CML GRADING PLAN z IKEA REDEVELOPMENT, RENTON, WA. m0 ° CPB orae 6/11/201s wE Na U15001266 7 O6AWN GtEC%13) SSG BCME I•-40' MnBOOK FAI APPIIOI'C-0 sffT�i .4-1aF42 v m R-3847108 ® CONSTRUCTION KEYNOTES W TW=23.45 1 2 FT WIDE CURB BREAK FOR DRAINAGE TO LANDSCAPE. INSTALL 4 FT WIDE QUARRY TW=27.]4 / _TW=23.15 TW=23.52 TW'23.61 I O SPALL CHANNEL TO MATCH BACK OF CURB. ALONG SLOPE TO BOTTOM ELEVATION. 'I TW43.64 QUARRY SPALLS PER SURFACE WATER DRAINAGE NOTE AND SPECIFICATION - NOTE 14 TW -23.61 ' 1W=23.36 ON SHEET C0.2-1 1 , v O 3'H:l' SIDE SLOPES (TYPICAL) 1 TW=23.72' /v �TW-13.82 O ADA ACCESSIBLE ROUTE AND PARKING. MAX 2% SLOPE IN ANY DIRECTION TW'23.76 y. _- --T` TW=24.97' O IQ r� 1W=x7.56 2�3 01 \ \=2381 PAVEMENT SWALE AT 1% MINIMUM SLOPE TW=23.77 ` 1W=23.72 iW=24.97 1 TW=23.56-__ \ \ - r 9�_ 4' HITCLEAR WIDTH CART RETURN RAMP. CENTER ON DOOR SEE11 ARCHITECTURAL DRAWINGS, iW'23.30 � iW.12.87 m TW=23.66 I 1 ® ! 8 6' WIDE PATHWAY TO EMERGENCY EXIT. MAXIMUM 4.9% SLOPE WITH 2% mmommom 111 CART RETURN RAMP GRADING DETAIL CROSS SLOPE. E EET C1.4- LANDSC 114 / I" A� 20 1 Ala 6 1 FF EL=25.0 ry i ISR 1W=z3.00 iW.x0.25 TW 24.95 . �,-i - TW.Z5.00 r,W.21.06 I TW=_24.65 T1Y=x4.13 I i /j °x- I Tw.z4.a2lTw'24.�5I- TW.2. I TW=25.00 JJJ TW=24.26 16 TW. b.s6 �I '.. ° 'TW=25.00 °: ° K �60 ° TW=24.19 A �° Tw=22.92 , °.° �Tw=i4.9q :�, Tw=2a.��o -TN=24.39. o°°. 1W=24.26 TW=24.18 \ OB% y �� , 21.45 i- ,,. ° ° - _ _ _ _ ____ ° TW=24.16 =11.71 - �AD� E - 1 Tw-2aa9 Tw 24.2e e ° 4 m s esi ¢ ° �y�pg TW 2403 ' i A nIl nm i ° I 24.82 1e f'-'e.°`� IW=22.15 ° TW=22.78 `� 1W=24.88 ° w d 30 '� 2U� TW=23.60 IeuA - TW=22.74 °TW=23 ppr5.. lTW.23.63 r•. " ' TV'23.40 TW.23. 59 02%2).89 r. `TW=23.46 iW.23.]x t.7%` I m ' 1W=23.4 TW=23.71 -11 W=23.1 _ iW=22.87 1 \ ' 1 =2 733 TW.23.54- j.. P• T x 7 , 4 Al 3 e ,1.5% o w w /w T wiw� w- . w W w\_.=_ _ew W ' r / TW=22.67 P' TW=22.56 o- o •3.t TW=22.41 eeli Is d S rx.22.50 w -n 36 p o V. =22.39 Tw=zx.50 . `\ 4 4 / iW=22.94 TW=22.95 .- I I / 1 1 TW IR I 1 2220 gl �� So 1W=22.4122AI- TW=22.4 K1W=12.50 1W=22.70 - - a : TW 2237 1W=22.67 1 1 - TW=22.25 21 72 ° TW=22.36 ftjvx ° 1 -1' TW=22.21' 14 iz 41 /1 \ 'o / ■■C•f1NE: SEE SHE �.4-3 AS -BUILT r---•�_ Mir °. 1p=2431-�" 2'2; N APE ISLAND: ---- FAIL ABOVE yJll.T�� .19 16 - SIDEWALK GRADING DETAIL 1"=20' AB-BULT NOTES V DAMTHIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAO FILE PREPARED BY BARGHAUSEN CITY OF RENTON, NAVD 88 It I CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MIN SYSTEMS. FIELD VERIFIED INNER AND RIM ELEVATONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017, A BENCMMFKI , GRADING LEGEND w 1l� BEFORE YOU DKa1 FIELD SURVEY BY BARGRAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD EAd Z eplHfA WERE INSTATED IN ACCORDANCE MTH THE APPROVED PLANS MID THE DOCUMENTED FIELD FOR ELEVATION, BEING �I pll REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) ® \ Mir °. 1p=2431-�" 2'2; N APE ISLAND: ---- FAIL ABOVE yJll.T�� .19 16 - SIDEWALK GRADING DETAIL 1"=20' R-3847109 9 M] _i3 AN ir d It I t . , GRADING LEGEND ' �I EXISTING CATCH BASIN 71r ® \ I EXISTING STORM PIPE SD \ 'P' EXISTING GRADE CONTOUR ___28 ---- 1 EXISTING GRADE SPoT ELEVATION : ` PROPOSED GRADE SPoT ELEVATION 2&91 6? 4( PROPOSED GRADE CONTOUR - �6---- PROPOSED CATCH BASIN PROPOSED STORM CATCH BASIN/MANHOLE PROPOSED STORM PIPE tM=28.91 TOP OF WALL OR WALK ELEVATION 26� 911 ME MATCH EXISTNG ELEVATION CITY OF RENTON IKEA PROPERTY INC MMPAR aM OF= PUBLIC WORKS 420 ALAN WOOD ROAD KEN, PA 19428 CONTACT: �GHAVto CONTACT: D LATON E. SLATON �Z CIVIL GRADING PLAN ION M CONSTRUCTION MANAGER mP 4- R. (610) 63A-0160; CELL YM-SA9-A623 E. OWb114Ai0Ni¢A('dl + w IKEA REDEVELOPMENT, RENTON, WA. EER- n CFe 6 2GRMUSEN CONSULTING ENGINEERS I. ? MT 6/11/2015 qpH Q15001266 78215 72ND AVENUE SOUTH KENT, 0&4 eQ. mm WA 98032 T/NG ENQVA U5c gOpyF 1"-a0' ,:gpgppK PACE_ JAY GRUBS. PE (425)251-6222 ARPG'13J g�T�,A%1oF42 R-3847109 9 M] _i3 AN ir d e W CD ccq A O O M 3 Z0 20 40 80 wwjI Z Q GTWm2l 44 ih >_ p it wec.}iW=20.45 , =4II. ' T Www20.40 s I TW=2M.J wz s o0 0 TW r W 6 WcTW=20.68' c 0 GO c C c I TW=2I.41- �I r Sz e TW.2,.13- 3- SEE SHEETS)) Ci.6-2 FOR ! 41ST ST. iI TW=2204 I K 00 U m C m a V rn a a iW.22.17 u Ki t- � -•� o tR a 0 � m O] 0 M 0 o: CONSTRUCTION KEYNOTES O2 FT WIDE CURB BREAK FOR DRAINAGE TO RAIN GARDEN. INSTALL 4 FT WIDE QUARRY SPALL CHANNEL TO MATCH BACK OF CURB, ALONG SLOPE TO BOTTOM ELEVATION. QUARRY SPALLS PER SURFACE WATER DRAINAGE NOTE AND SPECIFICATION - NOTE 14 ON SHEET CO.2-1 O6 FT HEIGHT METAL (SIMILAR TO IRON ROD FENCE) - CONTINUOUS AT TOP OF 3:1 SLOPE 3 15 FT WIDE MAINTENANCE ACCESS; 4" MIN DEPTH CRUSHED SURFACE BASE COARSE OVER 6" MIN. DEPTH GRAVEL BARROW OVER GEOTEXTILE. SLOPE 76H:Iv MIN. O3•H:I' SIDE SLOPES (TYPICAL) OWETPOND QUARRY SPALL STABILIZATION BLANKET. 12" - 18° 'THICKNESS OF QUARRY SPALLS OR OTHER STABILIZATION AS APPROVED BY THE GEOTECHNICAL ENGINEER. GRADATION OF RIP -RAP OR QUARRY SPALLS FOR PIPE OUTLETS AND POND LINING SHALL BE AS PER SURFACE WATER DRAINAGE NOTE AND SPECIFICATION - NOTE 14 ON SHEET CO.2-1 ■ mmw�mm 1� 111111111 111111 11� 1111111111. E 1.Ox 18.60 OVERFLOW ACCESS SURFACE ELEVATION 1 AC GATE 41�' 0.9% _ 's .N ___= --------- =2 - 1.Ox 18.60 OVERFLOW ACCESS SURFACE ELEVATION 1 AC GATE Wi�_ r1�Ox ^20'+19' LBS'_-�_` -�_- - _ _ 's .N ___= BAY - t 1�`` A5�' � ❑ _ _CE 525'05'1 .74' W 3;98,3 A R°R6i'ri' _ �E I.6xZL717.IRr 1.2x --nll -- I -,Iln I r I r I nrnl I - I u -_ InI Ihilil o_ __ _ __CELL NO 2 TW=21.19�� L' °— ° ---R* E "It GRADING LEGEND EXISTING CATCH BASIN ❑ EXISTING STORM PIPE So O3 FT. WIDE BERM AT 3 FT MIN. HEIGHT ALONG LIND AVENUE EXISTING GRADE CONTOUR —_ -28---_ EXISTING GRADE SPOT ELEVATION PROPOSED GRADE SPOT ELEVATION 2&9f � 240 LF 12" TO 18" HEIGHT MODULAR BLOCK WALL A PROPOSED GRADE CONTOUR ------36------ ONOT USED PROPOSED CATCH BASIN ■ MATCHLINE: SEESHEETC1.4-2 21 SS II � r :�', J .ix 11111110 =^i Wi�_ r1�Ox i � _ 's .N - - ° 1Lwi.T N - t 1�`` A5�' � ❑ - 4- - -- - 0 La rJ ' 20.76 I l z R. x 11 IKEA PROPERTY INC `�" 7 1S. c �PHpD pASy`ee 420 ALAN ROAD CONS OHOCKE . PAA 19428 15 14 CONTACT: DWIGHT E. SLAT«, CML GRADING PLAN __ ` CWNSIRUCOON MANAG7RZP: /yQ�` "Date OWGH 834-0180; CEI1 JOS-519-462)IKEA E: 0119 i9 DSY.YpTx YEdaMa! GCilx AaG 0����ro REDEVELOPMENT RENTON, WA.Dole ------------------ • i�r�l 11L1DMATA ir42TM.A ASI NIOTB VERTICAL. DATLA& THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CITY OF RENTON, NAVD 88 CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2'017. A BEFORE YOU DIG FIELD SURVEY BY MICHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED RI OCTOBER 2017. CITY OF RENTON CONTROL THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRP/ATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD Z pn WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING 811 REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) AS -BUILT PROPOSED STORM CATCH BASIN/MANHOLE �.81 TOP OF WALL OR WALK ELEVATION 2&91* ME MATCH EXISTING ELEVATION �— BOTTOM OF WALL AT EXPOSED FACE Je o . NO 1 ` 09% I I_Ox ' N _t-*-t-t-}--`_t-}_'19e0.8%_t_ -*+t .y r+_+t+tl�'.+ +?** + + +++ 7 ++ 1 ++ + + +++++ + RAINGARDON++++++ ++ + + ++�. + + I+ �S I I'I o' o I2 SEE SHEETS 41ST FOR $W' 4757 5T. 40' r 00 69 A=89'4 36 KEYMAP NOT TO SCALE x s TW=19.94% _ 's .N - - ° s_ SEE SHEETS - - 4- - -- - CITY OF RENTON R. IKEA PROPERTY INC DEPARTMENT OF PUBLIC WORKS 1S. c �PHpD pASy`ee 420 ALAN ROAD CONS OHOCKE . PAA 19428 ICOMPLIANCE CONTACT: DWIGHT E. SLAT«, CML GRADING PLAN TANDAFK)S ` CWNSIRUCOON MANAG7RZP: /yQ�` "Date OWGH 834-0180; CEI1 JOS-519-462)IKEA E: 0119 i9 DSY.YpTx YEdaMa! GCilx AaG 0����ro REDEVELOPMENT RENTON, WA.Dole 28527 2 EB IfjI E6: BARGHA2NO L➢SOUTHNG NGIKENT. 0oE� SmG CFB7lS1EQ�``- MlE 6/11/2015 i too. U15001266 ONAL E'IWA 182 AVENUEEN ' IXA NDote 980T.ZJAY ENCA "® TSG SOAIe 1".40' IsneoaKPMIe_ Dola CRUBB, PE14FQ IL (425)251-6222 A D �."OP42 R-3847110 J M3 L J Ii Z 0 --1 (� GENERAL KEYNOTE" o L>] Cos,TYPEI, W/STD GRATE E CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND • I - DRAINAGE LEGEND CB 7, TWE 1. W/STD GRA 9. EX. SANITARY SEWER MAINLINE AND MANHOLES TO REMAIN. CONTRACTOR SHALL POTHOLE OR = 17.29 (8' s Na �rJ IE MA IE AIR - - O 77.05 (8•. - .tet -,_e =='48 LF 6" DUCTILE IRON SD O O.SOS�- O 17.05 (6' E= 17.05(15" EXISTING CATCH BASIN Q 3 CPEP O 090%�Wl. OTHERWISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR 1 O 1•=40' CL O 0 20 40 80 V ().( Q EXISTING STORM PIPE _______ ❑2 EX. STORM DRAIN AND CATCH BASINS TO REMAIN. CONTRACTOR SHALL POTHOLE OR OTHERWISE2O 4" STORM PIPE O 1% MIN. LENGTH AS REQUIRED. PROVIDE AND INSTAL 0 a DD.Z ej FIELD VERIFY LOCATION AN PROTECT FROM DAMAGE BY FENCING, BARRICADE OR OTHER METHOD. 4' TO 3" FLEX COUPLE AT DOWNSPOUT (DS) CONNECTIONS. TYPICAL .J 3 E%. WATER UNE, WATER VALVES AND HYDRANTS TO REMAIN. CONY SHALL POTHOLE OR �+ aftl! x� I OTHERWISE FIELD O W 9z z Z 0 --1 (� GENERAL KEYNOTE" CONSTRUCTION KEYNOTES: a Cos,TYPEI, W/STD GRATE CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND • I - DRAINAGE LEGEND CB 7, TWE 1. W/STD GRA 9. EX. SANITARY SEWER MAINLINE AND MANHOLES TO REMAIN. CONTRACTOR SHALL POTHOLE OR = 17.29 (8' s m �rJ IE MA IE 17.05 (12RIM - - IE 77.05 (8•. - .tet -,_e =='48 LF 6" DUCTILE IRON SD O O.SOS�- Z 0 C054 TWE 1 W/SOLID LID OVEBUILD/SADDLE EX 15" IE= 16.3 +/- RIM = 20.64 IE = 16.39 (12" SE) TT ICHORNIS 5D LF POLYCAST 800 OXW FL1o11A INF GREY IRON GRATE PoM = 20.56 WITH HOLD DOWNS CURB INLET = 20.06 (0.5' BELOW RM) RIM = 19.51 E = 16.56 (12" NW) E = 1&18 (8' E) -I --1 (� GENERAL KEYNOTE" CONSTRUCTION KEYNOTES: Cos,TYPEI, W/STD GRATE CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND • I - DRAINAGE LEGEND CB 7, TWE 1. W/STD GRA 9. EX. SANITARY SEWER MAINLINE AND MANHOLES TO REMAIN. CONTRACTOR SHALL POTHOLE OR = 17.29 (8' m �rJ IE MA IE 17.05 (12RIM - - IE 77.05 (8•. - .tet -,_e =='48 LF 6" DUCTILE IRON SD O O.SOS�- CONNECT TO 3" CANOPY DOWNSPOUT DRAIN. SEE ARCHITECTURAL 17.05 (6' E= 17.05(15" EXISTING CATCH BASIN ❑ CPEP O 090%�Wl. OTHERWISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR 1 O DRAWINGS. FIELD VERIFY AND CONFIRM LOCATION, A"� d* OTHER METHOD. EXISTING STORM PIPE _______ ❑2 EX. STORM DRAIN AND CATCH BASINS TO REMAIN. CONTRACTOR SHALL POTHOLE OR OTHERWISE2O 4" STORM PIPE O 1% MIN. LENGTH AS REQUIRED. PROVIDE AND INSTAL FIELD VERIFY LOCATION AN PROTECT FROM DAMAGE BY FENCING, BARRICADE OR OTHER METHOD. 4' TO 3" FLEX COUPLE AT DOWNSPOUT (DS) CONNECTIONS. TYPICAL EXISTING GRADE CONTOUR ---pg_--- 3 E%. WATER UNE, WATER VALVES AND HYDRANTS TO REMAIN. CONY SHALL POTHOLE OR �+ aftl! OTHERWISE FIELD O SEE SHEET 01.7-2 FORS SEWER CROSSINGS. SEE SHEET VERIFY LOCATION AND PROTECT TITIN DAMAGE BY FENCING, BARRICADE OR FENCING, G N GRADE CONTOUR ------ ----- OTHER METHOD. 01.7-4 FOR WATER MAIN CROSSINGS. CROSSINGS. e pill CATCH BASIN STORM CATCH BASIN/MANHOIE STORM PIPE 9R69NUIXu6 HNWxM KxNH NiH'A MXPXN UTILITY CROSSING /� 1 C054 TWE 1 W/SOLID LID OVEBUILD/SADDLE EX 15" IE= 16.3 +/- RIM = 20.64 IE = 16.39 (12" SE) TT ICHORNIS 5D LF POLYCAST 800 OXW FL1o11A INF GREY IRON GRATE PoM = 20.56 WITH HOLD DOWNS CURB INLET = 20.06 (0.5' BELOW RM) RIM = 19.51 E = 16.56 (12" NW) E = 1&18 (8' E) -I --1 (� Lf� DUCTILE IRON SO ( - Cos,TYPEI, W/STD GRATE CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND • I - 4 RM = 19.54 CB 7, TWE 1. W/STD GRA 9. IE = 17.29 (8' m �rJ IE = 17.29 (12 N)_ IE 17.05 (12RIM - - IE 77.05 (8•. - .tet -,_e =='48 LF 6" DUCTILE IRON SD O O.SOS�- E 17.05 (6' E= 17.05(15" nib. V w wl.-- W.�46 LF 6" CPEP O 090%�Wl. GOWU-% CLEANOUT s 4' WYE RIM = 21.01 _ _ le . m -' WATE IE = 17.33 (4' SE) �° - 63 LF 6" CPEP SO E 1753 (8' PRIVATE 6'X8' FILTERRA UNIT TO MEET BASIC WATER QUALITY REQUIREMENTS PER 2009 KCSV SEE DETAIL SHEET 7/C2.3 A 3' WIDE 274 LF CONCRETE SWALE CBO. TWE 2-48" W/STD GRATE RIM = 20.39 IE = 16.76 (15' SIO E . 17.68 (4" NE) IE 16.76 (15" N) MSO, TWE 1. W/STO GRATE' RM = 19.38 IE = 16.81 (15" S) IE = 1691 (15' NE) R SD 011111_0.20A 120 LF IS' CPEPO 0.20 .R.+BE)WEEA6 23 LF 15' CPEP SO O 0.2 n IF V CKP SO O 3.471 O% DEMO EX 24' CAP NE MATCH E W/MEW 24' IE :14.02 RM . 19.02 E = 14.02 (24" E) Ceat TYPE 1, W/STD GRATE RM 1&99 IE 16.74 (8" E) 48' STD. GRATE -- RM = 19.97 16.55 (15" S). CRO, TYPE 1. W/STD GRATE IE 16.55 (8' W) RM = 19.00 16.55 (15' N) E = 16.56 (8' E) I I I Bill Oki IIIINNi J RM = 420, - 9CONBtl CLE/NOIR 11130DLW-A CLEANOUT IE = 11.56 (24' 4" WYE 21 F 24" CPEI E .1756 (6' S) 17.60 RGA = egg PRIVATE WET VAULT SD O -14.431 IE = 17.56 (6' N) 17.69 IE = 1794 (4" NE) TO MEET BASIC WATER QUALITY DOW-% CLFANWTDELETED 1E = 17.94 (6' S) REQUIREMENTS PER 2009 FIM = 2082 E = 1756 (6' W) 17.54 KCSWDM SEE DETAILS ON SHT WALTHETA SUBMERGEO E = 17.55 (8" S) C1.5-5 RIM = 2052 E = 1&05 (4" NE) E = 1156 (24' N) E = 17.53 (8' W) 48 15' CPEP SD O 2. 401 CLEANOUT 07981. TYPE 1. W/STD GRATE e WWRIM = 20.97 IE = 1&55 (15' E) RIM = 20.96 IE = 18.55 (15' W) IE = 1&19 (4' S) SIPHONIC ROOF DRAINS AS PER IDRF 6 42 lF IS' CPEP 1.35% / FF EL=25.0 03M, TWE 2. 48' W/STD GRATE TO VENTI FG+ 0.28 CONNECT TO SIP110NIC ROOF DRAINAGE. [Em 19.12 SEE P101 RNA = 22.28 E = 19.12 (15" Y) IIIIIIIIIIIY MATCHLINE: SEE SHEET C1.5-2 AS -BUILT CPEP IKEA PROPERTY INC 420 ALAI WOOD ROAD CONSHOHOCKEN. PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-0180; DELL 3113-549-4623 E: DN TYATtINLIKM=M ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 CONTACT: AY GRUBB. PE (425)251-6222 1TrT. IL TYPE 2-48' " STD. GRATE I = 19.97 = 16.29 (15' S) 16.29 (8" W) 16.29 (I8" ME) ii LF Ir CPEP SO O mP�G,HA(i��Z O sm 9' OXrYNG EN GVVAO� IE O( TYPE 1,W/OPEN ME AND GRATE = 20.36 1632 (8 SE) Io 0 I� 0 1. CPEP•� D O LAIRnn Ic �. (SO, TWE 2-60" W/ SOLID COVER RIM = 21.08 E = 15.73(18'S1 E = 15.73(15"E) E = 16.02 (8" MW E = 15.73 (24' S1 I IE 14.54 CURB GAGE �24 LF 2' HV SO O 17.608 160 16 IPSO O O1= 48' RIM21TE 5 = 1&05 15' E) IE = 16.05 (15" W) CITY OF RENTON DEPARTMENT OF PUBLIC WORKS CNIL STORM DRAINAGE PLAN IKEA REDEVELOPMENT. RENTON. WA. I"=40' R-3847111 0 Z O W 0 m AS -BUILT NOTB VBIMAL DATM __ _Lp"d THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CITY OF RENTON, NAVD 88 CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON AID NORTHWEST CONSTRUCTION IN AUGUST 2017. A 8MCHAAW, BEFORE YOU DIG' FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ASO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRNATE WATER AID SEWER SYSTEMS POINT NO. 1864 WAS HELD ZWERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AID THE DOCUMENTED FIELD FOR ELEVATION, BEING$11 REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) CPEP IKEA PROPERTY INC 420 ALAI WOOD ROAD CONSHOHOCKEN. PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-0180; DELL 3113-549-4623 E: DN TYATtINLIKM=M ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 CONTACT: AY GRUBB. PE (425)251-6222 1TrT. IL TYPE 2-48' " STD. GRATE I = 19.97 = 16.29 (15' S) 16.29 (8" W) 16.29 (I8" ME) ii LF Ir CPEP SO O mP�G,HA(i��Z O sm 9' OXrYNG EN GVVAO� IE O( TYPE 1,W/OPEN ME AND GRATE = 20.36 1632 (8 SE) Io 0 I� 0 1. CPEP•� D O LAIRnn Ic �. (SO, TWE 2-60" W/ SOLID COVER RIM = 21.08 E = 15.73(18'S1 E = 15.73(15"E) E = 16.02 (8" MW E = 15.73 (24' S1 I IE 14.54 CURB GAGE �24 LF 2' HV SO O 17.608 160 16 IPSO O O1= 48' RIM21TE 5 = 1&05 15' E) IE = 16.05 (15" W) CITY OF RENTON DEPARTMENT OF PUBLIC WORKS CNIL STORM DRAINAGE PLAN IKEA REDEVELOPMENT. RENTON. WA. I"=40' R-3847111 0 Z O W 0 m Tt STORM PIPE UTILITY CROSSING MATCHLWE: SEE SHEET C1.5-1 111=11 E, CONNECT TO 7181CHORAN4 POLYCAST 700 WCOUd. CONNECT TO OOOOR$ CONNECT TO 3" DS 3" DS 864 E i, W/STD GRATE r WITH HOLD'00=5 R• DS t 19. 8" ) (It"m 20.36 (t" N) RIM = 21.13 I I RIM = 21.33 . 20. 4" ) IE 19.32 (6" N) E =10.38 (6" S) SIPHONIC ROOF DRAINS AS PER IE = 17.77 (Be E) i IE . 20.00 (4" E) IE = 20.36 (6" N) E = 19.32 (6" E) 32 P101 AND RFI 86 OC J P a I 11 LP DO L-4 CONNECT TO 40 TRENCH DRAIN SD j• O 1.195 E _ 7 ( S .. u i OP. TYPE I, W/STD CRATE DBV-E CONNECT TO ) � . ' ° u ( Po4 - 21.16 j• DS ° p 1 c • : 1 IE - 1630 (8' N) 7 4 IE = 1630 (8" W) i i RI 7[ IE 16.5_0 (12" E) L 2 A1■AO■LlFO, TYPE I, W s /BEEHIVE (.1�[) I O 4 R GRA3TI � ♦ ♦ I O e %/: :' o°' T ° 1 a( ° 1 �/ I° t = 1 ♦--S E _ X I 133, LF 8" CPEP SD O O N IIITRIIiI 106 LF B" O " o oI / 704.LF 8_- L005 0 16 LF C TRENCH DRAIN SD O 0.901[ ♦ °. O o[. WQ C011NECT TO TRENCH DRAINS n nn .`\\�`yygj( . 1' ♦. . CONNECT TO 3" DOWNSPOUT uw f �I ° RIM . 21.33 L6 r (2) - 6" 6D PARALLEL -.IE . 19.85 (4" W) § p C3 ED 1 m C8O4 TYPE 2, 48" (8" S) O i 67 LF 6" SD O 0.54 N/BEEHNE E = 19,85 (4" E) I t CRATE O f , ♦ ` ! RIM . 20.76 y:rz. X ," E = 1627 (12" W)- -t �t�----L * ff = 1427 12" E WO3IWOIY/IA POLYCAST 70b, 6 " Aaq ( ) _ _ IRON TION (RATE 1 r.I. a 3 HOLD1. DOWNS :. ✓. . I ' 1 Y . 2 33 f 1 TYPE W ISTD CRATE. J aI T I / 0 ZC :1 4" E_ i0O0 l■���1YPE �2��I8"��' a' 4 CRY = I ... STD. GRAN .• t ..;. ... ;ryti f A-�+ n �.-.-.-. �.• -. •. JE = 1].59 12 N Q I � ,F = 22. 5 I b . .h ] s ; ' .. •:°' :':::::'::'::::::::................::......:.:.�...... ..r,`i`_:.''. ''''.-'. ••'''I"^•''.'..f� ',..' . 1 .90 6 W)..:...:° C;:::::::...:..::. ' .... �. ... •rte.. ''.'.'.'.'.'-. / .....:':' ''''"'' -oa IF V• 90002051:-... .1 .°-^.I ..-.. d.. ti.;;;;:;.,.,..., ...L�:-.�tim'I)p.-^!'.......'•'S".'.'..'y9.Y..:�a'.M..'.. .".-.-ap ^'y:,_ i I� GENERAL KEYNOTE= CONSTRUCTION KEYNOTES: DRAINAGE LEGEND EX. SANITARY SEWER MAINLINE AND MANHOLES TO REMAIN. CONTRACTOR SHALL POTHOLE OR O CONNECT TO 3" CANOPY DOWNSPOUT DRAIN. SEE ARCHITECTURAL EXISTING CATCH BASIN ❑ OTHERWISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR DRAWINGS. FIELD VERIFY AND CONFIRM LOCATION. OTHER METHOD. ::. .: EXISTING STORM PIPE ------_ ❑2 NOT USED •: O4" STORM PIPE O 1 5 MIN. LENGTH AS REQUIRED. PROVIDE AND EXISTING GRADE CONTOUR ---28_--- xx 3 N Mo 00- E . 16.78 12" ( W) " INSTALL 4" TO 3" FLEX COUPLE AT CANOPY DOWNSPOUT (DS) ::FRIM T TE E 0 GRATE ❑3 EX. WATER LINE. WATER VALVES AND HYDRANTS TO REMAIN. CONTRACTOR SHALL POTHOLE OR CONNECTIONS. TYPICAL is OTHERWISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR .:164 - 21 GRADE CONTOUR ------36------ a n OTHER METHOD. (D BEEHIVEGRATE AS PER DETAIL SHEET C2.6 1m 7.25 1 " .'E .1725d (2 CATCH BASIN ■ 0 20 40 80 4 O SEE SHEET CI.7-3 FOR SANITARY SEWER CROSSINGS. SEE SHEET STORM CATCH BASIN/MANHOLE yo�H C1.7-5 FOR WATER MAIN CROSSINGS. STORM PIPE UTILITY CROSSING MATCHLWE: SEE SHEET C1.5-1 111=11 E, CONNECT TO 7181CHORAN4 POLYCAST 700 WCOUd. CONNECT TO OOOOR$ CONNECT TO 3" DS 3" DS 864 E i, W/STD GRATE r WITH HOLD'00=5 R• DS t 19. 8" ) (It"m 20.36 (t" N) RIM = 21.13 I I RIM = 21.33 . 20. 4" ) IE 19.32 (6" N) E =10.38 (6" S) SIPHONIC ROOF DRAINS AS PER IE = 17.77 (Be E) i IE . 20.00 (4" E) IE = 20.36 (6" N) E = 19.32 (6" E) 32 P101 AND RFI 86 OC J P a I 11 LP DO L-4 CONNECT TO 40 TRENCH DRAIN SD j• O 1.195 E _ 7 ( S .. u i OP. TYPE I, W/STD CRATE DBV-E CONNECT TO ) � . ' ° u ( Po4 - 21.16 j• DS ° p 1 c • : 1 IE - 1630 (8' N) 7 4 IE = 1630 (8" W) i i RI 7[ IE 16.5_0 (12" E) L 2 A1■AO■LlFO, TYPE I, W s /BEEHIVE (.1�[) I O 4 R GRA3TI � ♦ ♦ I O e %/: :' o°' T ° 1 a( ° 1 �/ I° t = 1 ♦--S E _ X I 133, LF 8" CPEP SD O O N IIITRIIiI 106 LF B" O " o oI / 704.LF 8_- L005 0 16 LF C TRENCH DRAIN SD O 0.901[ ♦ °. O o[. WQ C011NECT TO TRENCH DRAINS n nn .`\\�`yygj( . 1' ♦. . CONNECT TO 3" DOWNSPOUT uw f �I ° RIM . 21.33 L6 r (2) - 6" 6D PARALLEL -.IE . 19.85 (4" W) § p C3 ED 1 m C8O4 TYPE 2, 48" (8" S) O i 67 LF 6" SD O 0.54 N/BEEHNE E = 19,85 (4" E) I t CRATE O f , ♦ ` ! RIM . 20.76 y:rz. X ," E = 1627 (12" W)- -t �t�----L * ff = 1427 12" E WO3IWOIY/IA POLYCAST 70b, 6 " Aaq ( ) _ _ IRON TION (RATE 1 r.I. a 3 HOLD1. DOWNS :. ✓. . I ' 1 Y . 2 33 f 1 TYPE W ISTD CRATE. J aI T I / 0 ZC :1 4" E_ i0O0 l■���1YPE �2��I8"��' a' 4 CRY = I ... STD. GRAN .• t ..;. ... ;ryti f A-�+ n �.-.-.-. �.• -. •. JE = 1].59 12 N Q I � ,F = 22. 5 I b . .h ] s ; ' .. •:°' :':::::'::'::::::::................::......:.:.�...... ..r,`i`_:.''. ''''.-'. ••'''I"^•''.'..f� ',..' . 1 .90 6 W)..:...:° C;:::::::...:..::. ' .... �. ... •rte.. ''.'.'.'.'.'-. / .....:':' ''''"'' -oa IF V• 90002051:-... .1 .°-^.I ..-.. d.. ti.;;;;:;.,.,..., ...L�:-.�tim'I)p.-^!'.......'•'S".'.'..'y9.Y..:�a'.M..'.. .".-.-ap ^'y:,_ i I� AS -BMT NOTE THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGRAUSEN CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL. 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAR! SYSTEMS. FIELD VERIFIED INVERT AND p� �L RIM ELEVATIONS WERE OBTAINED IIT DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A FORE YOU DIC'* THE ON -SI E PRWAFIELD SUEY ByBTE STORMS DRAINAGETFACIUDES AND PUBLIC/PRNATEDWATER AND STEWER SYSTEMS C) 044 WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD Z O11 REVISIONS AND FUNCTION AS INTENDED- - vERnCAL DATM CITY OF RENTON, NAVD 88 BENCHMARK' CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) Dote Dote Dote HIM = IE = 16.97 = 20.78 ® Ian I IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN. PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 831-01&1: Gilt 603-549-4623 E: o6MEy! ria! yyA{yOEA yOE ENGINEER BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KEN. WA 98032 CONTACT: .MY GRUBB, PE (425)251-6222 HIM = zz.te E 16.31 5" E) E 16.34 (15" W) I IL II I 60" `9884 TYPE 2.^W/STD GRATE I ro VENT. CONNECT ro SIPHONIC DRAINAGE. E= 19.58 SEE PI01 RIM = 24. / IE = 19.58 (18" E) s I /T I9 " '(61! LF 15" CPEP SD O 0.205 / i I / (2) - 6" SD PARALLEL OVER EX. DUCT ;ANU UNDER 18" CPEP r O CCB yq I. W/Sro GRATE ti I M jyPC2�9 L E d18.055(6" E) = 6. (8" E) E = 16.67 (15" W) b �1 � 128 ILF 8" CPEP SD O 0.505 a ' O i W D CRATE A r C , /ST 4 70 A E = 18b1- 8" I W 2V ( W) I I I LL;Z7 c I I P I- 101184 TYPE 2 48" W SOLO COVER RNA = m20 IE7. 7 7.67 18 =1 ' 6 I W) , I E .1]67 fle• F� 011110, TYPE 2. /B" W/STD PIAN y:.:.:.:. ::. .: RIM = 19.75 :;�'p...:-. •: ;-:.;....FRAM TYPE I. E = 15.95(18" E) xx 3 N Mo 00- E . 16.78 12" ( W) " :"r.:.:::::: ::FRIM T TE E 0 GRATE E 16.45 12 5 ( ) O is .:164 - 21 a n v 7.25 1 " .'E .1725d (2 it 4 :F yo�H C064 T(PE 1,1-=»J>5. <:w/sro PLAN :: :::204.30 GRAS::.1■l ° TYPE 2, ;zRIM =20.64 by ;tiiy;:>.::::;;: �:'.'.°.il t i;E;'':"'� -:f:[W/ STD PLAN IE 1664 (11 S) [ '' W8 TYPE 2, 119 LF IS" CPEP SD O 1125' •'<-�CR'ATE ....,.,.... W/Sro CRATE ' ...,.,.;..... .,.>.- ..... ::;RIM 20.62 ' i;'2E . 15.59 1 .:�:......,.. 6>i:;:;:;:;:;:;:; Po4 . 21.115M ''•'' (I ;:;:E . 16.92 (IS" W):.:...... ;:E = 14.84 (i ,IE = 16.92 (15" N)I;-- p -. g. ?: g::::::: i25�'S:5':7.r� ::::�;.:::::::(:.::::A :::: MATCHLINE: SEE SHEET C1.5-3 AS -BUILT AS -BMT NOTE THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGRAUSEN CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL. 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAR! SYSTEMS. FIELD VERIFIED INVERT AND p� �L RIM ELEVATIONS WERE OBTAINED IIT DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A FORE YOU DIC'* THE ON -SI E PRWAFIELD SUEY ByBTE STORMS DRAINAGETFACIUDES AND PUBLIC/PRNATEDWATER AND STEWER SYSTEMS C) 044 WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD Z O11 REVISIONS AND FUNCTION AS INTENDED- - vERnCAL DATM CITY OF RENTON, NAVD 88 BENCHMARK' CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) Dote Dote Dote HIM = IE = 16.97 = 20.78 ® Ian I IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN. PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 831-01&1: Gilt 603-549-4623 E: o6MEy! ria! yyA{yOEA yOE ENGINEER BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KEN. WA 98032 CONTACT: .MY GRUBB, PE (425)251-6222 HIM = zz.te E 16.31 5" E) E 16.34 (15" W) I IL II I 60" `9884 TYPE 2.^W/STD GRATE I ro VENT. CONNECT ro SIPHONIC DRAINAGE. E= 19.58 SEE PI01 RIM = 24. / IE = 19.58 (18" E) s I /T I9 " '(61! LF 15" CPEP SD O 0.205 / i I / (2) - 6" SD PARALLEL OVER EX. DUCT ;ANU UNDER 18" CPEP r O CCB yq I. W/Sro GRATE ti I M jyPC2�9 L E d18.055(6" E) = 6. (8" E) E = 16.67 (15" W) b �1 � 128 ILF 8" CPEP SD O 0.505 a ' O i W D CRATE A r C , /ST 4 70 A E = 18b1- 8" I W 2V ( W) I I I LL;Z7 c I I P I- 101184 TYPE 2 48" W SOLO COVER RNA = m20 IE7. 7 7.67 18 =1 ' 6 I W) , I E .1]67 fle• F� CITY OF RENTON �GH w�� DEPARTMENT OF PUBLIC WORKS mP n�1 �i CML STORM DRAINAGE PLAN IKEA REDEVELOPMENT RENTON, W Z� C CFO DAIS 6/11/2015 sLe w.. U150012f 0' OPIUMbX"IAG ENGXOIIQ CHECKED JSG eq° 1"-40' [BDHOOK PA APmotr� 8;19a�.5'2aP4� R-3847112 0 DO Z Ill Q 7 011110, TYPE 2. /B" W/STD PIAN 204.30 GRATE RIM = 19.75 E = 15.95(18" E) xx 3 00- E . 16.78 12" ( W) " c E 16.45 12 5 ( ) O a n v 4 g yo�H CITY OF RENTON �GH w�� DEPARTMENT OF PUBLIC WORKS mP n�1 �i CML STORM DRAINAGE PLAN IKEA REDEVELOPMENT RENTON, W Z� C CFO DAIS 6/11/2015 sLe w.. U150012f 0' OPIUMbX"IAG ENGXOIIQ CHECKED JSG eq° 1"-40' [BDHOOK PA APmotr� 8;19a�.5'2aP4� R-3847112 0 DO Z Ill Q 7 N OEXISTING a pp e 9 Y A DRAINAGE LEGEND EXISTING CATCH BASIN EXISTING STORM PIPE GRADE CONTOUR _--2g-__ ❑ APWare4 BY: Applore0 Dy: Approvetl lry: Ap rored CALL 2 WORKING DAYS �•A BEFORE YOU DIG: Z O GRADE CONTOUR ------36------ Z CATCH BASIN ■ 1Y-401 Jj LTJ 0 STORM CATCH BASIN/MANHOLE 20 40 BO STORM PIPE �11111110 UTILITY CROSSING Q ' 0 " Z. CONSTRUCTION KEYNOTES O7 15 FT WIDE GRAVEL MAINTENANCE ACCESS DRIVE. SEE ALSO C1.4-3 O SRIP-RAP FOR PIPE OES AND URFACE WATER DRMUTLET NOTE AND POND LINIIGASHA L BE AS PER ON O2 NOT USED SHEET CO.2-1 OSEE BIRD CAGE DEBRI BARRIER DETAIL SHEET CI.5-4 4O BEEHIVE GRATE AS PER DETAIL SHEET C2.6 O DEBRIS BARRIER AS PER DETAIL 223.0 SHEET C2.6 MATCHLINE SEE SHEET C1.5-2 ■ w B E O -z_. • W l __--- _III IT^/ AiN MAX LlI U W r/� W84 TI 1. W/STD GRATE \ Y m IIRIM . 19.96 ♦�♦_<^' \ F i 11E = 16.76 (12• W) \ // Y O 1E • 16.76 (12• SE) a - o I/ - ♦ . 12• CPEP SD O 32 LF 1..P... z cPE sD CPE 00.20x.:�:? z L.. . g Y i �Y a ; 0 1 O Yi OS LF 12• CPEP 3 ...... .. ... T. 80. .. ...::;:Ft;.... ... ... F TWE , w R W 570 GRATE.' . /sou - PoM . 7 .%" 203 z V RIM 1 ,9.96:' D E 15.49 ,2 TYPE 1 W 51D E Y : ( E) I a / I --I W a' f E 15.32 (,2" NW); :::?i :i: ;i';ii :i:'', i ...;: \ I .�r.�l 14.57 16.49 12' S (� aJ t I ry .. E 18" IE - 17.10 B` •' I =I I' E . E 5.32 2 N� d�•�aVoo / ( ) • IL( �'a:�:•: E - 17.10 12' N :- b I :: IE = 14.32 24' E . W .g4 lF 11' CPEP - 1 SD m I F rn ':`o TYPE , 111 'cRATe..::.. I 'c :::RY =20.09 q) c ':?a: ;'::; .yt.: �::[i 011:11 ,:i � :�t�:.. ;:.'IE .15.]8 (8' E) ",:i'::.;' ' :. IE. 15.78 12. ..I'1•:.'U.:K.fJ.h. ( W) LF 8• CPEP SD r.t 2 s m 6' ,I• 8" '::G '.:'64 �LF 8••CPEP�SD �0 �0 ��• W7 TYPE , W CRA '. .SOx Z TE :: SIj �:: ✓ /STU R I 4 TY2 E 8 W i GRATE: � I -/STD ..... ... ......... . . ... ... .. 20.16 .... .. ... .... ... E 6.08 8 W ... .... ... x.... ... .. ..... ... .. ... .. ... ... ... .. .. ... W TYPE ... .... ... • .... ......... .... ....� .. .......... .. .. ... ...,. ...... .. .M TYPE 1 5A .. .. a MIS. 7 ... ... .. .. ..... TYPE 2 2 . t { ...... .:....... ......:., ....,... .. .. W OPE F ....,;.: ..,.,... .; :. .. .. .. N CURB ACE . •..�W 0 N R F PE CUB ACE ' P �( W 0 EN CURB F '. 1 / ACE . }III FRAME AND GRATE I 7.:AND GMIE FRAME AN �y.�y is;$: D GRATE: is ' t 2 . PoM = 19.85 I .� :dBM -10.,3 a - RIM = 19.88'.' 5l LF 38' • Nr'r:.:,:;. _.... CPEP ISD 0.0.70x [' :`•[ C . 13.11 (24' W) ` :i l [ ^.IE = 13.46 30• S �� I I N ( ) . E 3.80 30" 5-:� e ¥ i I S E 11 36' SE 5 b ( :'I 1 � PoP- E PGIDNIlTA RAP DUTIEF.' ' 3.48 30" N :: I E I' 1 c:;r.!�. 3.80 2 Y.� J 30• AlN r ( ) RIM . 16.60'•':•.:.1: N I ... ..............'..:.:.:.:.:.:.:............... ... .E 3.80 2 N :.;.:..,. .... ... .. ..... � .. 'tel ....... .I. E 3.00"-"- i7 8' 8 LF 3p P C EP SD Ofi0 LF 30 CK TA .' P 0.21x. . p.20x.�... SD e - III} I' i I Y. F PP W t ::'i:' \ ♦ e12.-� __-_-_-_-_-2- 1314--_-_--_ -Innl IIIuII'-II_-___-___-___-___ _ --- -- -----_-- _ 1 _3__-___---- ----__________ 'll' --- --------------6 ------- 1:1_____________ _ J { Y I� �. __ ♦ _1lFIODOUIETA. MAINTENANCE DRNN__3_ __________________ ____ ______ __ _______ : O WRIM-8�13R73 m reit yeti a WET POND INLETA r - >' _ _ _ _ IE 12.68 O2• N)- - ..y SURFACE ELENATION y22�LF - 12° CREEP SD O 10Px .--°° ° . � _ M U x f Y a LIND AVEN!t1E SVH wvF aoa9nera TYPE z 7z wrcx OVERFL° LOW TTOOPP = 13.5 •' _ _ 3 IE a 14.00 (38_W)-- ____ E PRIVATE TWO -CELL Tom{}----------- - J._r_ y 4 T WET POND PROVIDE BASIC WATER' = O , ;QUALITY TREATMENT REQUIREMENTS PER 2009 KCSWDM- o' / 3 / m v0 -Si I o z AS -BUILT AS -BUILT DATED: 12 E = 15.59 (IB" W) 1p I HII T -a 54 TYPE 2, 48• PoM W.95 COVER ❑ Fti .4 :..\T\'. ' bR IE - 15.82(115-W {� 1 4 TYPE 2 480 TIT TIT ! \ Wn TYPE 2 \ 11 ' .••::FWRAOMPEENANCDURCBRAFT AECE 5::5::ii:i : :.::::::::; q:;Iy,.;.;.T' I O zF I pPy W/OPEN CURB FA C E 1 - \ AND GRATE Y =20.35 0 1 igl _ 7 TYPE 2. 48• �: E - 1d31 4' RBA - 2 v E=141915 4• FACE 2 E W OPEN CURB :�: O / ACE : � 14 1 4' a i FRMAE AND GRATE E = 14.91 4' .9 2 i it ( W) RBI = 19.83 � m L9 IE .1412 2 4• 6 ( w) _ 0 E 5.22 �'.i'' :�:v �. ( S ) : E . 2 2 E 9 lb VJ I N Y I •,I l Yv::i N ry: q 11 I ldD MRlF TYPE 2 72' WITH BIRDCAGE TRASH .. ' 4 RACK ..:. .:.:.:.:. ..:.: .:..: :.:...,....... ....... I � . �... ......... )) I eA°AROW TOP :18.8 .h�' - II 0 0 oK 3 :::i' E . 11AD I I, N 38' ( 4 0 0 e 2 •M TYPE 254• >K a WO TYPE 2 1 `I W STD PIAN / W SOLID 79 LF 24• CPEP SD O 0 .I�[ / ) :: 204.30 CRATE I 2x I �r 1 °RAI . 19.69 r.:. TYPE :5i1E = 13.59 18• NW :i:i:,'i:Yi:5 1:51'1:;. __ r TYPE 2. 80• :' ( )... - 00 x9 E = 1459 24' S / OPEN f :: E - 13.73 78' E :�:�:�.'::::::::::''' GING ACE :::::::::::::. / e: E S9 2 W N' 'Rfil IlE AN T O GRATE ' I. PE �:::Po4 9.52 0 :. TYPE 2 48• n '�� O . C•:.ISA 3.96 (2 N) 1i $, .. P 'S 1$ :i 'RI SOLD COVER CPE :'. 0.::::::: / �::E = 18.17 12' NE � 2 ( ) . RIM = 20.03 V ❑ I .. 13.96 24' s \ ( ) IE - ,1.33 18' ii i ( W) N ::Y: o IE 16,33 18' SE t 0 L . �. 12 CPEP SD O 1ACV- 0096 I. ♦ ,r •~_a._x _:_3 s_ _a_A_Y:_.ig},+__s _t_t_f_3 _+__ BXWMB, TYPE 2, W STD GRATE __= w ♦}.♦ + + + « + + aB li 3s• cPEv m a osox • / 9' aoAlsr To MATCH +++53 LF ,8• CPEP CO 0+2.95x++ + ++ + EX SOW B e" FINISH GRADE CORE AND CONNECT NEW 36" ++ « « + + + + + +<r+ 00 6<E--t44J-t;-ETCH EX 36". IE= 12.07 ++ to + RIM= 21.59 38" CPEP SD p;« + / • E - J7,83-{36' 3} 12.10 (36" 5) Q ' 20 LF - 6' P F PERF PEDO PVC, _ m- -- -s�� -- -- 17.5: SUB DIR DETAR. '--=-1 , 0 0 -- ADA _ - __ ___ -= . ____ -! ' CONNECT 36• SD TO EXISTING MANHOLE-- . RAM0A1tOBIM1IH°-_- A M77, AT 2 W/90UD COVER TYPE 1, W/BEEHIVE ° PoM m 20.03 I a = 11.90-(56" 5) 12.17 (36• S) P 19.)I PRN�E RAIN GARDE�WTM-OVER6L 8 IE = 12.17 (18•W) 15 LF 38CPEP SD O 10.20% E = 16.67 (12• SW)® TO CONVEYANCE SYSTEM. IE c::1.98-(-36 -h) 12.17 (36" N) -MISS, TYPE 272' 5 __ ---- _------------------------------------- _ W/STD SMD COVERWT T T A SW-.�.^'ArV W W/ GAZED 12` 4ANIENCE DRAW2 .1 i IE T . IE _ ,2.4646 (36• W) IE = 12.46 (12" ) 4' / IE = 12.46 (36" E) 111 IE = 12.46 (36• N) 1 CITY OF RENTON IKEA PROPERTY INC �aRAFRTMENT OF= PUBLIC WORKS It 5. cpm 420 ALAN WOOD ROAD P�G14A(jo '.5-20 t7 ,P OF CONTACT; DWIGHT PA 19428 CIVIL STORM DRAINAGE PLAN < CONTACT: CKEN. E. SLATON TO SAND COISTRUCTION MANAGER Z P: (810) 834-01&1; CELL om-Sag-x823 IKEA REDEVELOPMENT, RENTON, WA. Date g E: DN0)T 04-0180; MU. + •• DMB 3 27 O 4Q O BARGHA= IX3i0� CFR fPISTIL9. at" USEN CONSULTING ENGINEERS iW DATE 6/11/2015 n.E No U15001266 SSfp WG` 18215 72ND AVENUE SOUTH KEW, G Q0' aRsl\N Date_ NAL E /• WA 98032 YTANO ENGVN�� 'SG SCALE 1'-40' lsne PAef_ �/Ni CONTACT: UAy GRUBB, PE Dole (425)251-6222 atFnoVvrmDAMIOR (W NEILE MARKS AIHmO.5-3GF42 R-38471 co co N O F- m Q W EL Z O 7 W U m AS-0ILT NOTE 11l DA11WIk THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY RARGHAUSEN CITY OF RENTON, NAVD 88 CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER AWN SYSTEMS. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BISHIC MANO FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED W OCTOBER 2017. CITY OF RENTON CONTROL THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBUC/PRNATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PVNS MID THE DOCUMENTED FIELD FOR ELEVATION, BEING REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) APWare4 BY: Applore0 Dy: Approvetl lry: Ap rored CALL 2 WORKING DAYS �•A BEFORE YOU DIG: Z E = 15.59 (IB" W) 1p I HII T -a 54 TYPE 2, 48• PoM W.95 COVER ❑ Fti .4 :..\T\'. ' bR IE - 15.82(115-W {� 1 4 TYPE 2 480 TIT TIT ! \ Wn TYPE 2 \ 11 ' .••::FWRAOMPEENANCDURCBRAFT AECE 5::5::ii:i : :.::::::::; q:;Iy,.;.;.T' I O zF I pPy W/OPEN CURB FA C E 1 - \ AND GRATE Y =20.35 0 1 igl _ 7 TYPE 2. 48• �: E - 1d31 4' RBA - 2 v E=141915 4• FACE 2 E W OPEN CURB :�: O / ACE : � 14 1 4' a i FRMAE AND GRATE E = 14.91 4' .9 2 i it ( W) RBI = 19.83 � m L9 IE .1412 2 4• 6 ( w) _ 0 E 5.22 �'.i'' :�:v �. ( S ) : E . 2 2 E 9 lb VJ I N Y I •,I l Yv::i N ry: q 11 I ldD MRlF TYPE 2 72' WITH BIRDCAGE TRASH .. ' 4 RACK ..:. .:.:.:.:. ..:.: .:..: :.:...,....... ....... I � . �... ......... )) I eA°AROW TOP :18.8 .h�' - II 0 0 oK 3 :::i' E . 11AD I I, N 38' ( 4 0 0 e 2 •M TYPE 254• >K a WO TYPE 2 1 `I W STD PIAN / W SOLID 79 LF 24• CPEP SD O 0 .I�[ / ) :: 204.30 CRATE I 2x I �r 1 °RAI . 19.69 r.:. TYPE :5i1E = 13.59 18• NW :i:i:,'i:Yi:5 1:51'1:;. __ r TYPE 2. 80• :' ( )... - 00 x9 E = 1459 24' S / OPEN f :: E - 13.73 78' E :�:�:�.'::::::::::''' GING ACE :::::::::::::. / e: E S9 2 W N' 'Rfil IlE AN T O GRATE ' I. PE �:::Po4 9.52 0 :. TYPE 2 48• n '�� O . C•:.ISA 3.96 (2 N) 1i $, .. P 'S 1$ :i 'RI SOLD COVER CPE :'. 0.::::::: / �::E = 18.17 12' NE � 2 ( ) . RIM = 20.03 V ❑ I .. 13.96 24' s \ ( ) IE - ,1.33 18' ii i ( W) N ::Y: o IE 16,33 18' SE t 0 L . �. 12 CPEP SD O 1ACV- 0096 I. ♦ ,r •~_a._x _:_3 s_ _a_A_Y:_.ig},+__s _t_t_f_3 _+__ BXWMB, TYPE 2, W STD GRATE __= w ♦}.♦ + + + « + + aB li 3s• cPEv m a osox • / 9' aoAlsr To MATCH +++53 LF ,8• CPEP CO 0+2.95x++ + ++ + EX SOW B e" FINISH GRADE CORE AND CONNECT NEW 36" ++ « « + + + + + +<r+ 00 6<E--t44J-t;-ETCH EX 36". IE= 12.07 ++ to + RIM= 21.59 38" CPEP SD p;« + / • E - J7,83-{36' 3} 12.10 (36" 5) Q ' 20 LF - 6' P F PERF PEDO PVC, _ m- -- -s�� -- -- 17.5: SUB DIR DETAR. '--=-1 , 0 0 -- ADA _ - __ ___ -= . ____ -! ' CONNECT 36• SD TO EXISTING MANHOLE-- . RAM0A1tOBIM1IH°-_- A M77, AT 2 W/90UD COVER TYPE 1, W/BEEHIVE ° PoM m 20.03 I a = 11.90-(56" 5) 12.17 (36• S) P 19.)I PRN�E RAIN GARDE�WTM-OVER6L 8 IE = 12.17 (18•W) 15 LF 38CPEP SD O 10.20% E = 16.67 (12• SW)® TO CONVEYANCE SYSTEM. IE c::1.98-(-36 -h) 12.17 (36" N) -MISS, TYPE 272' 5 __ ---- _------------------------------------- _ W/STD SMD COVERWT T T A SW-.�.^'ArV W W/ GAZED 12` 4ANIENCE DRAW2 .1 i IE T . IE _ ,2.4646 (36• W) IE = 12.46 (12" ) 4' / IE = 12.46 (36" E) 111 IE = 12.46 (36• N) 1 CITY OF RENTON IKEA PROPERTY INC �aRAFRTMENT OF= PUBLIC WORKS It 5. cpm 420 ALAN WOOD ROAD P�G14A(jo '.5-20 t7 ,P OF CONTACT; DWIGHT PA 19428 CIVIL STORM DRAINAGE PLAN < CONTACT: CKEN. E. SLATON TO SAND COISTRUCTION MANAGER Z P: (810) 834-01&1; CELL om-Sag-x823 IKEA REDEVELOPMENT, RENTON, WA. Date g E: DN0)T 04-0180; MU. + •• DMB 3 27 O 4Q O BARGHA= IX3i0� CFR fPISTIL9. at" USEN CONSULTING ENGINEERS iW DATE 6/11/2015 n.E No U15001266 SSfp WG` 18215 72ND AVENUE SOUTH KEW, G Q0' aRsl\N Date_ NAL E /• WA 98032 YTANO ENGVN�� 'SG SCALE 1'-40' lsne PAef_ �/Ni CONTACT: UAy GRUBB, PE Dole (425)251-6222 atFnoVvrmDAMIOR (W NEILE MARKS AIHmO.5-3GF42 R-38471 co co N O F- m Q W EL Z O 7 W U m IS a 6 w D to 0 2( POND OUTLET PIPE PROFILE EY IDIN B TYPF 7. W /CID GRATF WET POND OUTLET B, TYPE 2 7 " WITH BIRDCAGE TRASH RACK IT IV MAILH 41SH GRADE CORE AND CONNECT N W 36" SETBACK OVERFLOW TOP - 48:6-18.68 LD = 11.83 +/- MATCH EX 36". AVE - IE T4.00 '(36" E) RIM 21.59 cV '.. - - Y 11.83 36" S LI TOP OF.. iNISM GRACE AT -� TOP OF WATER OUALTY 19 LF 36' SD O 8187 CELL N0. 1 BOTTOM OF '.. POND/SEDIMENT STORAGtl 11 I' 0 INISn GRADE AT N0.,, 2 COMPENSATORY STORAGE 0 SECTION EXISTING I 21'54 Lo ELEVATION AT OTTOM OF WATER Q S) 1.0i 3 �w n� II - w H SEDIMENT STORAGE = 12 O OO OO N II of N POND/SEDIMENT STORAGE 71 oa W II _ o _. _ 00 ,n0 Q _ oda,'' nrn Z M 0 00 M O WETMD B, TYPF 2 72"_WITH BIRDCAGE 60 o,R UJ oe8 om W o� oq = 16.0 OVERFLOW TOP oa oa J_ W 3:1 i cc -- 3:1 U w IE _ .14.00 36" E) Y IS a 6 w D to 0 2( POND OUTLET PIPE PROFILE EY IDIN B TYPF 7. W /CID GRATF 20 25 15 20 ID 15 -0425 0+00 CB 24, TYPE 2 72° 1+00 2+00 3+00 3+50 W/STD SOLID COVER SCALE i° =40 FT HORZ. 1°= 5 FT VERT. W/ GATED 1Y MAINTENCE DRAIN I = 18.64 IE = 12.46 (36- W) IE = 12.46 (12" S) IE = 12.46 (36" E) IE = 12.46 (36" N) L FINISH GRADE AT POND SECTION X PROFILE /- SECTION SITE SECTION D PROFILE 3:1 LANDSCAPE BERM 30 FT LANDSCAPE- - -----,---- WET POND OUTLET B, TYPE 2 7 " WITH BIRDCAGE TRASH RACK IT IV MAILH 41SH GRADE CORE AND CONNECT N W 36" SETBACK OVERFLOW TOP - 48:6-18.68 IE = 11.83 +/- MATCH EX 36". AVE IE T4.00 '(36" E) RIM 21.59 f '.. - - IE 11.83 36" S LI TOP OF.. iNISM GRACE AT -� TOP OF WATER OUALTY 19 LF 36' SD O 8187 CELL N0. 1 BOTTOM OF '.. POND/SEDIMENT STORAGtl 11 I' /TOP INISn GRADE AT N0.,, 2 COMPENSATORY STORAGE FINISH GRADE AT SECTION EXISTING I 21'54 TOP OF WATER DUALITY ELEVATION AT OTTOM OF WATER SECTION = 12 -. o 284 LF 36 SO O 0.20% �w n� II - w SEDIMENT STORAGE = 12 O OO OO N II of N POND/SEDIMENT STORAGE 71 oa II _ o _. _ 00 ,n0 a0 _ oda,'' nrn 0 00 WETMD B, TYPF 2 72"_WITH BIRDCAGE 60 o,R oe8 om om o� oq = 16.0 OVERFLOW TOP oa oa 3:1 -- 3:1 MAX SIDESLOPE IE _ .14.00 36" E) 20 25 15 20 ID 15 -0425 0+00 CB 24, TYPE 2 72° 1+00 2+00 3+00 3+50 W/STD SOLID COVER SCALE i° =40 FT HORZ. 1°= 5 FT VERT. W/ GATED 1Y MAINTENCE DRAIN I = 18.64 IE = 12.46 (36- W) IE = 12.46 (12" S) IE = 12.46 (36" E) IE = 12.46 (36" N) L FINISH GRADE AT POND SECTION X PROFILE /- SECTION SITE SECTION D PROFILE 3:1 LANDSCAPE BERM 30 FT LANDSCAPE- - -----,---- 45 5' STA 45.5' ROW AVE STA SETBACK I"= 5 FT VERT. ROW TOP COMPENSATORY STORAGE = 2 AVE COMPENSATORY STORAGE i = 21.54 SIDESLOPE '.. - - - ELEV = 48:60--18.68 EXISTINGGRADE LI TOP OF.. iNISM GRACE AT -� TOP OF WATER OUALTY ELEV = 18.60-18.68 CELL N0. 1 BOTTOM OF '.. POND/SEDIMENT STORAGtl FEMA FLOOD ELEV. /TOP INISn GRADE AT N0.,, 2 COMPENSATORY STORAGE o�T SECTION EXISTING SECTION 21'54 TOP OF WATER DUALITY ELEVATION AT OTTOM OF WATER RAIN''.. GARDEN = 12 -. o aw �w n� w SEDIMENT STORAGE = 12 O OO OO N 0' N of N POND/SEDIMENT STORAGE 71 25 +72 LIND SECTION •20 0+00 4F00 L SECTION •_� 2100 SCALE 1" =40 FT HORZ. 1"= 5 FT VERT. 0+00 1100 2+00 3+00 4+00 SCALE i" =40 FT HORZ. 1"= 5 FT VERT. 25 20 1( INSTPLL i' THICK QUARRY SPALL LINER ON BOTTOM AND SIDES OF POND UP TO EL= 16.0 x POND SECTION Y PROFILE 3:1 LANDSCAPE BERM 45 5' STA 30 FT LANOSCPPE� ROW AVE SETBACK AND FENCE - SCALE 11 =40 FT HORZ. I"= 5 FT VERT. FEMA FLOOD ELEV TOP COMPENSATORY STORAGE = 2 1.54 COMPENSATORY STORAGE 3:1MAX CELL N0. 1 = 21.54 SIDESLOPE '.. - - - ELEV = 48:60--18.68 EXISTINGGRADE LI TOP OF.. iNISM GRACE AT -� TOP OF WATER OUALTY ELEV = 18.60-18.68 CELL N0. 1 BOTTOM OF '.. POND/SEDIMENT STORAGtl COMPENSATORY STORAGE 3:1 MAX CELL N0.,, 2 o�T AT SECTION TOP OF WATER DUALITY OTTOM OF WATER UALITY/TOP OF SEDIMENT STORAGE = 12 -. BOTTOM OF. WATER''. QUALITY/TOP OF SEDIMENT STORAGE = 12 NISH GRADE AT - CEtrNO _1-BOTTO PONB/SEOIMEYPT STORAGE =. CELL NO. 1 BOTTOM OF SECTION POND/SEDIMENT STORAGE 71 oa _ _ - _. _ _ _ _ 0 00 WETMD B, TYPF 2 72"_WITH BIRDCAGE TRACH RACK TOP BEM = 16.0 OVERFLOW TOP = 18.6 '.. 3:1 -- 3:1 MAX SIDESLOPE IE _ .14.00 36" E) DIVIDING BERM ':2:1 INSTALL 1' THICK QUAR CELL NO. 1 MAX SI SLOPE' CELL NO. 2 SPALL LINER ON SOTTO INSTALL t THICK UARRY CEI -L NO 2 BOTTOM OF POND =12 EL=16. - SPALL LINER ON OTTOM AND SIDES OF POND UP TO E.=16.0 EXISTINGFINISH ELEVATION AT 1- -. -F ELEVATION AT SECTION SECO ON Mry MY NT N b NP hP Y`a q <? I00 p p _ N N N m N ML V ^aV o,+l OO N C; 0+00 1100 2+00 3+00 4+00 SCALE i" =40 FT HORZ. 1"= 5 FT VERT. 25 20 1( INSTPLL i' THICK QUARRY SPALL LINER ON BOTTOM AND SIDES OF POND UP TO EL= 16.0 x POND SECTION Y PROFILE 3:1 LANDSCAPE BERM 25 1+72 CL UND O SECTION = POND SECTION Z PROFILE 3:1 LANDSCAPE BERM 220 U D p INSTALL V THICK QUARRY SPALLLINER ON BOTTOM AND SIDES OF POND UP TO EL -16.0 1 -- 45 5' STA 30 FT LANOSCPPE� ROW AVE SETBACK AND FENCE - SCALE 11 =40 FT HORZ. I"= 5 FT VERT. R AVE � '.. FEMA FLOOD ELEV. /TOP COMPENSATORY STORAGE 3:1MAX CELL N0. 1 = 21.54 SIDESLOPE TOP OF WATER QUALITY - - - ELEV = 48:60--18.68 -- LI TOP OF.. iNISM GRACE AT -� SEDIMENT STORAGE = 1 CELL N0. 1 BOTTOM OF SECTION POND/SEDIMENT STORAGtl COMPENSATORY STORAGE 3:1 MAX CELL N0.,, 2 o�T SIDESLOPE TOP OF WATER DUALITY oa n� BOTTOM OF. WATER''. 25 1+72 CL UND O SECTION = POND SECTION Z PROFILE 3:1 LANDSCAPE BERM 220 U D p INSTALL V THICK QUARRY SPALLLINER ON BOTTOM AND SIDES OF POND UP TO EL -16.0 1 -- 1+00 2100 45.5 STA 30 LANDSCAPE SCALE 11 =40 FT HORZ. I"= 5 FT VERT. R AVE � SETBACK gIJO FENCE fr EIGHT MAX/TOP- OCK WALL COMPENSATORY STORAGE 3:1 MAX CELL N0.,, 2 = 21.54 SIDESLOPE TOP OF WATER DUALITY ELEV = -IA 90 1& BOTTOM OF. WATER''. QUALITY/TOP OF SEDIMENT STORAGE = 12 NISH GRADE AT CELL NO. 1 BOTTOM OF SECTION POND/SEDIMENT STORAGE 71 oa o0 0 00 0+00 1+00 2100 0+00 SCALE 11 =40 FT HORZ. I"= 5 FT VERT. 25 +72 Q LIND SECTION 20 1+00 2+00 SCALE I" =40 FT HORZ. I"= 5 FT VERT. AS -BUILT AS -BUILT N67B VE i11CAL DATURA THIS CONSTRUCTION RECORD DRAWING 6 A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CIN OF RENTON, NAVD BB CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM RO DAY.R ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS FIELD VERIFIED INVERT ANDCALL 2 WOI RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A DENCHMA BEFORE YOU DIG' FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017, CITY OF RENTON CONTROL THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBUC/PRNATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD 2 WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PUNS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING Hm REVISIONS AND FUNCTION AS INTENDED. 9,488 FEET (NAVD88) by 20 ( SIDESLOPE LS D art MAINTENANCE DRAIN PROVIDE MAINT. ACCESS BY WELDING (4) CROSS BARS AS SHOWN. HINGE UPPER ENDS W/ MEC GANI$MO(LW/ OKING ADLOCOK DON GLOWER END. LOCATE LADDER S�EPS DIRECTLY A 3/4" DIA, SMOOTH BARS EQUALLY SPACED (4" O.C. MAX.) DETAIL HOOK CLAMP NO SCALE NOTES: 1. DIMENSIONS ARE FOR INSTALLATION ON 72" DIA. L.B. FOR DIFFERENT DIA. C.B.'S. ADJUST DIMENSIONS TO MAINTAIN 45' ANGLE ON 'VERTICAL" BARS AND 7" O.C. MAX. SPACING OF BARS AROUND LOWER STEEL BAND. 2. METAL PARTS: CORROSION RESISTANT, STEEL PARTS GALVANIZED WITH TREATMENT 2. TYPE 2 CB - DATE 1.25 't (TYP) SEE NOTE i -SHEAR GATE - HANDLE AND HOOK PER 6/2 24" (SEE NOTE i.) NOTE 1) 18.68 EL =T8 -+N WATER QUALNY DESIGN OVERFLOW NO SCALE WETPOND OUTLET B TYPE 2 CATCH BASIN W/ BIRD CAGE DEBRIS BARRIER NOT TO SCALE FROP-T SHEAR GATE NOT TO SCALE CURRY SPPLL SPILLWAY SECTION AND DETNL DELETED NOTES: 1. SHEAR GATE SHALL BE A. SHEAR GATE, CAST IRON BODY AND GATE, OLYMPIC FOUNDRY STANDARD OR EOUAL OR B. SHEAR GATE, ALUMMUM OR CAST IRON, DRAINAGE SPECIALTIES (SAVANNAH,GA.) STANDARD OR EOUAL. 2. DATES SHALL BE e' DIAM. UNLESS OTHERWISE SPECIFIED. 3. GATE SHAD. BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS. 4. LIFT ROD: AS SPECIFIED BY MANUFACTURER WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD. 5. METAL PARTS: CORROSION RESISTANT, STEEL PARTS GALVANIZED WITH TREATMENT 2. WETPOND 32ING DATA WETPOND VOLUME REQUIRED = 70,082 CUBIC FEET < WETPOND VOLUME PROVIDED - 70,082 CF O ELEV 18.60 / 77774 CF O ELEV 19.0 < TOP OF WO - 16.68 18.68 BOTTOM OF WO = 12.0 CELL 2 / 11.0 CELL 1 ASBUILT WETPOND VOLUME PROVIDED = 71,955 CF, OWNERIDEVELO P R. CITY OF RENTON IKEA PROPERTY INC EIEPAFlTMENT OF PUBLIC WORKS ALAN )PAOAD IS AS� BB CONTACT: DIWKEN.. EOOD PA 1942 �GHA(ss C�FOR OOMPl3AN� CONTACT: DA MANAGER m� �'L CIVIL SECTIONS AND DETAILS To P: (610) 834 0180; GELL AU -54e-4523 ENGINEER, I'll I Dote E: DWGH Aft EACDII IKEA REDEVELOPMENT, REWON, W) Dote Y.9 BS27 t� t`"� .I EN CONSULTMG ENGINEERS 2 92°� CFB wre 6/11/2015 FIE Na U1500126 Dote SS/CNA LICEN�\A �s WA 98032 18215 D AVENUE SOUTH KENT. WL<T/ 'V 0�0 JSG SCALE 1'-40' IRP SPaKPM ♦ I� CONTACT: JAY GRUBB, PE A'C ENGIN Dale (TF1 (425)251-6222 APFSoI'® sH.-r 1,55-4oP4i R-3847114 ^0 ILL -I l� a -v r..^r ^✓��- wz C) s 0 EO 53 18" CPEP 4 n 11. Iti w/y W.4 a' rn GRATED REMOVABLE/LOCKABLE DEAD STORAGE c co EL 7 07 = -14.56 - S - C 2 E Pa 4F 0 u S f"R FLOOR EL.7.73_ N e A e Y TYPAT -WALL _ 20 58. MiryS� EL 7.19+- O AL AS -BUILT ANTED: 12 FOOTIN i DRAINS AS 2ER DRAW ND -2 d 25� CONFORMANCE WITH THE REQUIREMENTS OF THE 2009 KING COUNTY PRO ED STORM - E SHi CI.S 7 Nf NN STRU RAL DETAILS (VAULT) LENGTH TO WIDTH RATIOS. O 21 LF 24" CPE SO O -14. % 15 fill -f1 N L _ _ J VALLTOUR.FrIll. FOR ELEVATION, BEING REVERSE SORE r REVISIONS AND FUNCTION AS INTENDED. � Q FLOOR EL TYP Ai W .73 L STA 0+15.90 (X3 J 3 1.=lor QD 5 10 20 2 ((�� ^ .� '��'✓RI = 11.56(2 to N) v\ (�Q M b V r J co J U w Y a -v r..^r ^✓��- wz C) � 0 �ZN♦Q,AGd 53 18" CPEP E" n 11. Iti w/y W.4 a' rn GRATED REMOVABLE/LOCKABLE DEAD STORAGE c Q EL 7 07 = -14.56 - S - C 2 E Pa 4F 0 u S f"R FLOOR EL.7.73_ 2 f o TYPAT -WALL _ 20 58. MiryS� EL 7.19+- O AL AS -BUILT ANTED: 12 FOOTIN i DRAINS AS 2ER DRAW ND -2 d 25� CONFORMANCE WITH THE REQUIREMENTS OF THE 2009 KING COUNTY PRO ED STORM - E SHi CI.S 7 0" 0 EL 7.30 HI PT OF 92' AE IKEA STORE WALL THICKNESS 5 ESTIMATED. TO BE CONFIRMED BY STRUCTURAL DRAWINGS 25 EO 15 TOP E 8.5 10 5 56' PLAN VIEW - BASIN 1 (NWC) WETVAULT REFERENCE PLAN SHEET C1.5-1 SCALE: t"= 10 FT VAULT SECTION A PROFILE FINISH -v r..^r ^✓��- �.-� 00 0 �ZN♦Q,AGd 53 18" CPEP D O 1.088 VW 11. LOCKABLE ACCESS (TYR) r. GRATED REMOVABLE/LOCKABLE DEAD STORAGE FLOOR EL 7.73 EL 7 07 = -14.56 - TYR AT WALL - Pa 14' SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS. CIVIL SECTIONS AND DETAILS FLOOR EL.7.73_ 2 FINAL VAULT DESIGN AND CONFIGURATION BY A STRUCTURAL ENGINEER. TYPAT -WALL _ 20 58. MiryS� EL 7.19+- O AL AS -BUILT ANTED: 12 FOOTIN i DRAINS AS 2ER DRAW ND -2 > CONFORMANCE WITH THE REQUIREMENTS OF THE 2009 KING COUNTY PRO ED STORM - E SHi CI.S 7 Nf NN STRU RAL DETAILS (VAULT) LENGTH TO WIDTH RATIOS. RIM mm 20.52 ell 21 LF 24" CPE SO O -14. % 15 fill -f1 CITY OF RENTON CONTROLTHE POINT NO. 1864 WAS HELD-p�WERE L _ _ J VALLTOUR.FrIll. FOR ELEVATION, BEING REVERSE SORE pll REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) FLOOR EL TYP Ai W .73 L STA 0+15.90 (X3 5 EMERGED 2 ((�� ^ .� '��'✓RI = 11.56(2 to N) v\ EL 7.30 HI PT OF 92' AE IKEA STORE WALL THICKNESS 5 ESTIMATED. TO BE CONFIRMED BY STRUCTURAL DRAWINGS 25 EO 15 TOP E 8.5 10 5 56' PLAN VIEW - BASIN 1 (NWC) WETVAULT REFERENCE PLAN SHEET C1.5-1 SCALE: t"= 10 FT VAULT SECTION A PROFILE FINISH • /Qv�/��fi�����ri���►s��Q�11 ",E7'ti♦ DETAL RIGHT TA I C►�iy� LADDER CUR OF VAULT\ �ZN♦Q,AGd CENTERED OVER STEPS WITH OBSTRUCTIONS 25 VW TAM WATER - LOCKABLE ACCESS (TYR) O6'x10' GRATED REMOVABLE/LOCKABLE DEAD STORAGE FLOOR EL 7.73 EL 7 07 = -14.56 - TYR AT WALL - Pa 14' SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS. CIVIL SECTIONS AND DETAILS FLOOR EL.7.73_ 2 FINAL VAULT DESIGN AND CONFIGURATION BY A STRUCTURAL ENGINEER. TYPAT -WALL _ 20 58. MiryS� EL 7.19+- O WA AS -BUILT ANTED: 12 TO FACILITATE CONSTRUCTION. ADJUSTMENTS SHALL BE IN SECTION 111 CONFORMANCE WITH THE REQUIREMENTS OF THE 2009 KING COUNTY CITY OF RENTON, NAVD 88 7V •1H Nf NN A, nr RR LENGTH TO WIDTH RATIOS. RIM mm 20.52 ell 3. MINIMUM WATER QUALITY (STATIC DEAD) STORAGE VOLUME EXCLUSIVE OF BENCHAAAOBEFOREYOUDKtFIELD 15 fill -f1 EL 7.30 HI PT OF 92' AE IKEA STORE WALL THICKNESS 5 ESTIMATED. TO BE CONFIRMED BY STRUCTURAL DRAWINGS 25 EO 15 TOP E 8.5 10 5 56' PLAN VIEW - BASIN 1 (NWC) WETVAULT REFERENCE PLAN SHEET C1.5-1 SCALE: t"= 10 FT VAULT SECTION A PROFILE FINISH GRADE: AT PROFILE SECTION A - A VIEW - BASIN 1 WETVAULT 2'X2' HINGED ACCESS DOOR LADDER CUR OF VAULT\ ENTERING" COMPLMNCESIGNS.COM MODEL ACE -10005 CENTERED OVER STEPS WITH OBSTRUCTIONS 25 SCALE: T"= 10 FT HERZ. 1" =5 FT VERT. TAM WATER - LOCKABLE ACCESS (TYR) O6'x10' GRATED REMOVABLE/LOCKABLE DEAD STORAGE MAINTENANCE ACCESS DOOR. TYPICAL OF 2 VAULT SOFFIT ESTIMATED EL- = -14.56 - STORM WATER QUALITY VAULTS ME SEPARATE PERMIT. CONTRACTOR - DIMENT STORAGE. CITY OF RENTON SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS. CIVIL SECTIONS AND DETAILS FLOOR EL.7.73_ 2 FINAL VAULT DESIGN AND CONFIGURATION BY A STRUCTURAL ENGINEER. TYPAT -WALL _ 20 58. MiryS� EL 7.19+- O WA AS -BUILT ANTED: 12 TO FACILITATE CONSTRUCTION. ADJUSTMENTS SHALL BE IN SECTION 111 CONFORMANCE WITH THE REQUIREMENTS OF THE 2009 KING COUNTY CITY OF RENTON, NAVD 88 7V •1H Nf NN A, 7.75. RR LENGTH TO WIDTH RATIOS. 0 II IE =15.98 (18" TO CB 18-16) TOP PIPE = 15.2 (24" TO CB 23) FG VARIES 20.7 - 21.1 MORE/LESS SEE SHEET C1.4-1 GRADING PIAN cxm 411RItV XtHwnwt/ O LOCKABLE MAINTENANCE ACCESS DOOR. SEE STRUCTURAL DRAWINGS 2 E = 1. (24" S) 1 IE - I . (IS" E) \ IES 4 (24" W) r 1 100 YR WATER - 1 EVEI STORAGE VAULT SOFFIT EL 17.75. 3 I11 IE =1].6] (15" ROOF BYPASS) 18.0 1 TOP PIPE = 17.45 (18" TO CB 18-16) `i./ 8° FREEBOARD = 15.06 ' I I II PROPOSED STORM -SEE SHT C1.5-1 11 CITYPE 2-60" J 15 LF 2P CPEP SO O -19758 1 W SOLID COVER - Po� = 21.08 STATIC WATER E k 15.73 (18" SW) DEAD STORAGE E k 15.73 (15" E) - 14.56 11 4 k 16.02 (8" NW) tei E F 15.73 (24" ST Z IE =18.87 (15" ROOF BYPASS) 00 1 TOP 7.31 (24" TO WQ) e o A w (za" OUTLET)TOP SEDIMENT STORAGE CB28Y TYPE 1, W/STD GRATE = 8.56 g RIM = 20.97 STORM VAULT WALL THICKNESS IS ESTIMATED. TO BE IT = 18.55 (15" E) SEP MATE PERMIT CONFIRMED BY STRUCTURAL DRAWINGS IE = 18.55 (15" W) SEE STRUCTURAL r i DRAWINGS � � j y' 1 FLOOR EL 773 T P ATWALL . HANDHOLDS. STEPS OR )ER PER CITY L BOTTOM VAULT ELEVATION VARIES SEE STRUCTURAL PLANS - 12" MINIMUM AVERAGE SEDIMENT STORAGE DEPTH WATER QUALITY VAULT OUTLET n SECTION v SCALE: 1" = 3 FT ID WETVAULT MNG DATA WETVAULT VOLUME REQUIRED = 15,450 CUBIC FEET WETVAULT VOLUME PROVIDED - 15,512 C.F. TOP OF WO - 14.56 BOTTOM OF WO = 8.56 $ ASBUILT WETVAULT VOLUME PROVIDED = 15.512 C.F. =07 CONFINED SPACE SIGNAGE. TYPICAL AT MANHOLE PROFILE SECTION A - A VIEW - BASIN 1 WETVAULT 2'X2' HINGED ACCESS DOOR LADDER CUR OF "ICAUTION CONFINED SPACE TEST ATMOSPHERE BEFORE REFERENCE PLAN SHEET C1.5-1 ENTERING" COMPLMNCESIGNS.COM MODEL ACE -10005 CENTERED OVER STEPS WITH OBSTRUCTIONS 25 SCALE: T"= 10 FT HERZ. 1" =5 FT VERT. LOCKABLE ACCESS (TYR) O6'x10' GRATED REMOVABLE/LOCKABLE NOTES: MAINTENANCE ACCESS DOOR. TYPICAL OF 2 K 1 STORM WATER QUALITY VAULTS ME SEPARATE PERMIT. CONTRACTOR CITY OF RENTON SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS. CIVIL SECTIONS AND DETAILS 2 FINAL VAULT DESIGN AND CONFIGURATION BY A STRUCTURAL ENGINEER. AS -BUILT 20 VAULT DIMENSIONS MAY BE ADJUSTED BY THE STRUCTURAL DRAWINGS WA AS -BUILT ANTED: 12 TO FACILITATE CONSTRUCTION. ADJUSTMENTS SHALL BE IN VERTICAL DAnW 111 CONFORMANCE WITH THE REQUIREMENTS OF THE 2009 KING COUNTY CITY OF RENTON, NAVD 88 7V STORM DRAINAGE MANUAL INCLUDING MINIMUM VOLUMES, DEPTH AND A, 7.75. CALL 2 WORKING DAYS LENGTH TO WIDTH RATIOS. 3. MINIMUM WATER QUALITY (STATIC DEAD) STORAGE VOLUME EXCLUSIVE OF BENCHAAAOBEFOREYOUDKtFIELD 15 SEDIMENT STORAGE IS 15,450 CUBIC FEET CITY OF RENTON CONTROLTHE POINT NO. 1864 WAS HELD-p�WERE L _ _ J S\\ FOR ELEVATION, BEING ID WETVAULT MNG DATA WETVAULT VOLUME REQUIRED = 15,450 CUBIC FEET WETVAULT VOLUME PROVIDED - 15,512 C.F. TOP OF WO - 14.56 BOTTOM OF WO = 8.56 $ ASBUILT WETVAULT VOLUME PROVIDED = 15.512 C.F. =07 6'x10' GRATED REMOVABLE/ LOCKABLE MAINTENANCE VAULT OUTLET ACCESS DDDR r1 PLAN VIEW Y 1"= 2Fi IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-0180; CELL SDi649-4623 E: DINKNTSLAT(WOKFACM ENGINEER BARGNAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 CONTACT: JAY GRUBB, PE (425)251-6222 O1 CONFINED SPACE SIGNAGE. TYPICAL AT MANHOLE PROFILE SECTION A - A VIEW - BASIN 1 WETVAULT ACCESS 10" X 7" ALUMINUM ANSI 2535.1 "ICAUTION CONFINED SPACE TEST ATMOSPHERE BEFORE REFERENCE PLAN SHEET C1.5-1 ENTERING" COMPLMNCESIGNS.COM MODEL ACE -10005 Q O2 SCALE: T"= 10 FT HERZ. 1" =5 FT VERT. ACCESS WITH LADDER O6'x10' GRATED REMOVABLE/LOCKABLE MAINTENANCE ACCESS DOOR. TYPICAL OF 2 K = =FOOTINGCONNECT TO CB 28 IE = CITY OF RENTON DEPARTMENT OP PUBLIC WORKER CIVIL SECTIONS AND DETAILS IKEA REDEVELOPMENT. AS -BUILT ENTON. WA AS -BUILT ANTED: 12 A&9ULT NOTE VERTICAL DAnW THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAO FILE PREPARED BY BARCHALISEN CITY OF RENTON, NAVD 88 CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT MO RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BENCHAAAOBEFOREYOUDKtFIELD SURVEY BY BARGKMSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBUC/PRNATE WATER AND SEWER SYSTEMS CITY OF RENTON CONTROLTHE POINT NO. 1864 WAS HELD-p�WERE Ll INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING pll REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) 6'x10' GRATED REMOVABLE/ LOCKABLE MAINTENANCE VAULT OUTLET ACCESS DDDR r1 PLAN VIEW Y 1"= 2Fi IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-0180; CELL SDi649-4623 E: DINKNTSLAT(WOKFACM ENGINEER BARGNAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 CONTACT: JAY GRUBB, PE (425)251-6222 O1 CONFINED SPACE SIGNAGE. TYPICAL AT MANHOLE ACCESS 10" X 7" ALUMINUM ANSI 2535.1 "ICAUTION CONFINED SPACE TEST ATMOSPHERE BEFORE ENTERING" COMPLMNCESIGNS.COM MODEL ACE -10005 OR APPROVED EQUAL O2 LOCKING FRAME AND COVER (COR 204.5) ACCESS WITH LADDER O6'x10' GRATED REMOVABLE/LOCKABLE MAINTENANCE ACCESS DOOR. TYPICAL OF 2 4" PVC SDR SS O 2E = =FOOTINGCONNECT TO CB 28 IE = CITY OF RENTON DEPARTMENT OP PUBLIC WORKER CIVIL SECTIONS AND DETAILS IKEA REDEVELOPMENT. F ENTON. WA R-3847115 7) z O 7 W U m to a co W 04 $ 0 0 N Z 3 .j O w ® STA: ARREST +/ MATCH Ex 4 2 RECD! C&G x AT .NEAREST JOIN — — — »> O v 3 DRIVEWAY MAI --'--- rnAl 4 ,. , . a7�1 .mac+, • BEGIN C&C �' pk wriT P(UG GGLj °L 9i _ P(UG) P, __ Pte-____ P( Lllc) m 1v��, 4 4 D/W-� - _P L40.38 D�/W-I ~O1-' ELECTOR AT NEAREST JOINT ,G 0 20 a0 80 — - - -lo - I C R _ }I —� _ 0 6 o STA:) 56+B9 +/- MATCH EX. $ >< $ 6' 9 91' a- �6^ WwDSCAPE REST JOINT "' oGAS MARKER ROW TO DEE 4 2ON CB =' ST CB ------ --- co HTVKANI G 3 WAFER M/H - - - ___.- _ - _ .�•�___ _ ,�� - 3t[AE" - - - - - 39.00'R r HYDNANI R 1 _ OWER S LIGHT �� , BVSTA. , r o\`5WER AU 1 NEW 6' STANOARD.'� /--X / t +63.2STk 56+94.58<4>T WIDE C .T `-� ( W/ABOVE GROU 0 ER AULT SIDEWALK > TRA FORM R� 5' / ` END NEVNEW 6' SIDEWALK t NEW SIDEWALK 510 ALK 1 b0 0 TEL. EASEMENT r RA IF F RMER N STk TU6+42 _______________� /REGNO.79040,599-W-----1 NEW PRIVATE SIDEWALK ----- BEGIN/ NEW 6' SIDEWALK __ I / r 0 Fz r.r w a 0 willv _ Gi UG ,. :n.SIGNALPl00 (TYP a W° _ 7 a g L-47.41 D/W�- COLLEC70R ----` 53400�DjYVj A. 66+10.21 v( 5 k e8 GWAT$R M/H (NP.) 8 AT NEAREST JOINT 8 yp• 8 6 g $ v FF SSS STA: 62+79 +/ C X. h _____ STA: ARES J MATCH E . L Z W {V IIT -REAR INT 4 RN TO DEED B' 6' 2 END C&G •ri AT NEAREST J ` P o I o 7 0 7 � o ER _ a _____ 4 2 -L BOX 7 9 .. a - - NEW9tOW UNE •— -{- - .9. !._ LIGHT STANDARD II 'A. 63'(66 +/-PMATCH EX. 8 NEW LANDSCAPE ' 4 4 J�YDRANT WATER VALVE (TYP.) AT NEAREST JOINT 3 EW DRIVEWAY A:71 + E%� 4 1 TYPE C3B /�` BEGIN NEW 6' WIDE T ST JOINT ) 1 1 EW SIDEWALK'" !STA: 66+50 +/- MATCH EX. STA: 67 `g SIDEWALK 1 ``. 1e -4a \ END 6FT WIDE NEW SIDEWALK STA: 65+66.72 I ) �" AT NEAREST JOINT I, A7 NEAR 1 r 15' POWER EASEMENT 1 ' r nOEND NEW 6 FT WIDE / 0 20 40 80 MATCH EXISTING SIDEWALK r ` REC.NO.7903060824 - Q! SIDEWALK MATCH EXISTING WATERLINE EASEMENT r (� SIDEWALK -DyEWALK WIDTH REC.N' J 0.8109020146 I'- J i NEW PRIVATE SIDEWALK fl4.5' R/W q45• NEW ROW LINE .. I' 39' TFZ IN(O EX ROW UN E-A 5.5' 1 *i O N 7' + - VARIES I EX PAVEMENT VARIES 5.5'+/- 6' ' y 1' SIDEWALK VARIES 1]'+/- TO 26'+/- 27' +/- ptkryTEg EXISTING SIDEWALK �M'iEs 0.5' SAWCUT - SEE 0.5' SIDEWALK A, __ _ VARIES STD PLAN 103 --VARI_ 22 4 .____________y____S ____�`-VARI__________--_____________ 7 ONEW VERTICAL CONC. CURB & TSIDEWAUK GUTTER WHERE SHOWN ON PLAN. MATCH WITH EXISTING SECTION A -A SW 41st STREET 6 NOT TO 5CALE STA 55+66.00 TO STk 70+00 LANDSCAPE AB-BULT NOM VB111CAL DATUd THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CITY OF RENTON, NAVD 88 CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM. SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT MID RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTOR IN AUGUST 2017. A BB11CFMI BEFORE YOU M- FIELD SURVEY BY BARGRAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CIN OF RENTON CONTROL THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD Z WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PIANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING 811 REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) SW DRIVEWAY -LIND iIDEWALK MATCH NO WIDTH +/- MATCH EX. JOINT IKEA S k"I r - / vITYPE C28 ^ FIRE LOOP (1 CONSTRUCTION KEYNOTES: 1 PCC PUBLIC SIDEWALK AS PER COR STD PLAN DETAILS 102. SECTION ADJACENT TO BUFFER STRIP. SEE DETAIL SHEET C2.5 ONEW CURB & GUTTER AS PER C.O.R. STD. PLAN 101. REPLACE AS PER C.O.R. STD. PLAN 103 SEE DETAIL SHEET C2.5 ONEW PCC DRIVEWAY ENTRANCE AS PER C.O.R. STD. PLANS 104.2 AND 104.5 TYPE AS NOTED ON PLAN. SEE DETAIL SHEET 02.5. SAWCUT AND REPLACE ASPHALT AS PER COR STD PLAN 103. Oq MATCH WITH EXISTING CURB GUTTER AND SIDEWALK AT NEAREST EXPANSION JOINT. FIELD VERIFY AND CONFIRM EXACT LOCATION. ONEW SIDEWALK, C&G. OLANDSCAPE, SMOOTH SURFACES AND LANDSCAPE INCLUDING STREET TREES AS PER COR. SEE LANDSCAPE PLANS. O7 FRONTAGE LUMINAIRE AS PER MONTAGE ILLUMINATION PLANS SHEETS 1-9. 8 NOT USED ONOT USED 10 NOT USED e1 GENERAL NOTE: W 1 TREET UTILITIES) HALL BE AS PER THE CITY N D RENTON�CODEIC CHAPTERN101NG SECTION 9 -OF -11 MUNCH RESTORATION AND Ny 3 STREET OVERLAY REOUIREMENTS. TRENCH RESTORATION SHALL BE EITHER BY A PATCH OR OVERLAY METHOD. AS REOUIRED AND INDICATED N CITY OF E Z RENTON STANDARD PLANS H032, H032A, AND H033. 7 II 2. ANY VAULT OR J -BOX LIDS REMAINING IN THE SIDEWALK SHALL BE ADJUSTED TO MATCH FINISH GRADE/FLUSH WITH SIDEWALK SURFACE AND WITH NON-SKID I UDS. O GV A 3 WIDEN EXISTING DRIVEWAY -49.5 / JBOX -7 i�wr If7 �ti' SW 41st STREET STA: 56 89/- MATCH Ex. N o X -AT NEARt ST INT OO T 1All .�wYs �1 I = 20 FT CITY OF RENTON AS -BUILT IKEA PROPERTY INC EDEPARTMENT OP PUBLIC WORKS N S. Gq 420 ALAN WOOD ROAD rNA& AS -BUILT DATED: 12-15-2017 SP p1 5 A CONSHOHOCKEN.DIGHT PA 19428 �� S0, SW 41ST ST. IMPROVEMENT PLAN CONTACT: DWIGHT E. SLATON CFECKID F v� CNSi1KOl10N 4ANAGER To CITY aTAFDAFDB P: (810) 634-0180: OA ]05-Ne-4E2J m Z IKEA REDEVELOPMENT, RENTON, WA. Approved 6y. Date E: over: Te�eaarKre S+�M - Approved 6Y: Date 6527 p .x EBC4NEER: 0 = 0E CM Approved try: Dole TSS ONA LOISIEC"G\�� y01 182&215 72ND AVENUE IEN TSOUTH KING ENT. Z0 4Qg DATE 6/11/2015 faF:xo. 015001266 �At CONTACWA 32JAY GRUBS. PE It END aEQ® JSG BCA1P 1-=40' FHt)BOOK PAGE_ roved Dote (425)251-6222 APPS G`1,8-1 GF42 R-3847116 to s N x O O U() a 3 a �- NO PARKING Iv °N""' `" •�, tttc.rvu.aluauw «'� O 5 VALVE STA_ 25+40.21.•1 nPF ANE �_ REC.N0.20120809000800 _ v CB -T kAULT� VALVE �� CB -R I NEW SID VALVE BEGIN WITH MATCHING NEW DRIVEWAY WITH POWER. cv NEW DRIVEWAY 3 1 Z 1e-�1 `� FACE OF EXISTING CURB. MAINTAIN 6" FULL - 588'3]'04 7.89' t v"` TYPE CI 0 I 6 LAN E W W 0 20 40 6o — 9 i NEW PRIVATE ONSITE CURB HEIGHT _ 10' CUR MINIMUM -- BOTTOM OF t ,- i - - .1 W TER - 3 NEW DRIVEWAYCCURB TAPER TO EDGE OF LIGHT -Wv SIDEWALK, _ _ 8 T �— POLE E�51D AmCc - W TAPER NEW S/W TO MATCH <w r - - - e 8 ' w _ _ C MATCH EX. S/W AT NEAREST _ .Gi -' 8 LIG OX 7AN0 - - _ 0 8 ' 0 3 9 w d EXPANSION JOINT "= s9 �, _s -- ----__ __ss _ 8 _ y _ _ 8 - » _ _�--- _ _ u F o 6 99' A 6R VALVE ��.'D'�I�W t9 I W + MH W — W —Cw _— wCBST +33 + - TCH EX w a 2 w WA 8 A(PH IN _ Wv-- � w`' 3 ' 04" ' 4 2 BEGIN C&CSr7�IF0! aJ rk ° Q ERNE WATER /H OR IKEA Q LINER M/ STA: 26+33 ++/- MATCH EX. ROW WATER VALVE STA: 31+57.49 C� - AT NEAREST JOINT cv ER M WATER M/H R W 25+59 42 8 g 3 r -MATCH E%. Q-------------- ______ ____ ___________ 4 2 __.. __ ________ __ ______ ______ __ ___ __- -,. 4 2 A;-p�RE�eJgy�- , _ _ _ - CONSTRUCTION KEYNOTES W Y25+34 +/- CH EX. � ' 3RDF _ M O CH - 1 NEW PCC PUBLIC SIDEWALK AS PER COR STD PIAN DETAILS STA AT NEAREST JOINT 102. SECTION ADJACENT TO BUFFER STRIP. SEE DETAIL SHEET 42 AT NEAREST JOINT(DQC&G PRINCIPLE ARTERIAL 4 2 BEGIN C&G C2.5 E%5T DRIVEWAY 5 : 2 NEW CURB & GUTTER AS PER C.O.R. STD. PLAN - 101. REPLACE O AS PER C.O.R. STD. PUN 103 SEE DETAIL SHEET C2.5 y c ONEW PCC DRIVEWAY ENTRANCE AS PER C.O.R. STD. PUNS 104.2 AND 104.5 TYPE AS NOTED ON PLAN. SEE DETAIL SHEET C2.5. z SAWCUT AND REPLACE ASPHALT AS PER COR STD PUN 103. wY 0(D O MATCH WITH EXISTING CURB GUTTER AND SIDEWALK AT NEAREST Ey EXPANSION JOINT. FIELD VERIFY AND CONFIRM EXACT LOCATION. V IF -I W ti O NEW SIDEWALK, ASPHALT �i 15' POWER EAS EME VT ve 'n' : 5 EXIST 1 RECN0.7903060824 GV 1 STA: 37+23 +/- M X '- �_ DRIVEWAY_ NEW SIDEWALK & WATERLINE EASEME Vi NEW DRIVEWAY v NEW SIDEWALK AT NEAREST JOINT 4 2 e (L O LANDSCAPE, SMOOTH SURFACES AND LANDSCAPE INCLUDING REC.N0.8109020546 TYPE C28 31 11 a q CMN C� 1 m STREET TREES AS PER COR. SEE LANDSCAPE PIANS. d c i POWER VAULT o Z g EXIS7 m ii c - ppo- �WtK VAil[P-� DRIVEWAY -- -- F' O7 EXISTING BUS STOP. 10' WIDE. o 8 ° LIi ° ° 37'O4'W 1 0.25' O A: OB_ANGLE PT 41 u -- 8*) -� ° ° ° -. 8 B o0 8 o BUS SIGN o . B Q I GA L 8 Z V 8 FRONTAGE LUMINAIRE AS PER FRONTAGE ILLUMINATION PLANS SHEETS 1-9. 0 20 40 80 F�F 4 2 HYDRANT 8 n STA 35+54 +/ MAT@ X. CB 8 - -- -_ HYDRAN 39.72 D/ -------- ---- RAM O E W " » AT NEAREST JOINT LIGH )BOX E D� / io is SIGNAL POLE $ END u&G 4 2 STA 36+35 +/- MATCH EX. BEGIN C&G LIGHT ST NDARD SIA: SS+99.89 7 EX BUS 4 v u5 _ _ AT NEAREST JOINT 4 2 ONCE C� _ _STOP r_� _ 4 8 WATER 7 8 8 �l3`-8 STA 33+60 NEW BUS m STA 37+88 +/- MATCH EX. I GENERAL NOTE: STOP PAD AT NEAREST JOINT GW a� SIDEWALK EXTENSION 0.30 D 6 SOUTH 180TH STREET 4 2ND c&G i `•e ys ' STREET -< i. E 0 OF TERIFL 5497 RENTON CODE, SECTION _t_ TRENCH OSHD $ 3RD Z_:=40 40+00.0� SW 4STREET DUIREMENTSTRENCH RESTORATION EITHER A UND AVENUE SW: 80+00.00 T PATCH OR OVERLAY METHOD, REQUIRED AND INDICATED ON CITY OF FOUND MONUMEN+-� \ ry RENTON STANDARD PUNS H032,2, H032A AND H033. 3" SURFACE BRASSY IN SIGNAL POLE BASE STAMPED "F-11' 2. ANY VAULT OR J -BOX LIDS REMAINING IN THE SIDEWALK SHALL BE ADJUSTED TO MATCH FINISH GRADE/RUSH WITH SIDEWALK SURFACE AND WITH NON-SKID LIDS. 90' R/W 48' D 42' Jyy. o CITY OF RENTON CITY OF KENT TAPER NEW S/W TO MATCH 8 2 K TOTAL WIDTH VARIES 56'-68' EXPANSION )DIKTAT NEAREST EX PAVEMENT VARIES VARIES1 5' + - 1• PLANTER 28' VARIES 28' TO 41' OS 0 - 6.5' SIDEWALK SAWCUT - SEE ES ' I t� i ------10' CUR. MINIMUM - BOTTOM OF - 0.5' a L -STD PIAN 103_ _EEEEE _ _ _ _ _ _ _ _ J - —' �t R APER TO EDGE OF LIGHT ,o VARIES % I POLE T 4'{ ^ 1O 1- w V. ______�_ _ „_ s =c ___ _ __ =_s_ __ _V_ARIES-r____L_ ____s__--__ � R W.LINE _ _ V \ _ _ a0 Oj FS EX UND�CAP� Q6 ' NEW 8 FT WIDE 5" THICK t ' ^ EW VERTICAL W ERE S CURB & 2 — �� NE�I18' W M m CEMENT CONCRETE SIDEWALK. GUTTER WHERE SHOWN ONO `°-- — "— — U U mLL PLAN. MATCH WITH EXISTING E - n_ 6 39.1 `D/W Br 6 HYDRANT S NEW LIGHT POLE NEW LANDSCAPE TO 8 R IN WIDTH SW 43rd STREET N WATER VALVE ^ i MAXIMUM 12 1 SLOPE Ivor To SCALE STA: 25+40 TO STA: 39+50 ACROSSTAPER. rc CONCRETE THICKNESS - DWTp080UiHWE8TE3iJ DRIVEWAY PLAN DETAL ALL AS b p STANDARDSR CITY D/W SW 43RD STREET / V 20 FT CITY OF RENTON g ? u rn n w AS -BUILT IKU PROPERTY INC �EPAFI' MEIJT OF PUBLIC WORKS m G✓: _ N S. G/?420 ALAN WOOD ROAD GHgv AS -BUILT DATED: 12-15-2017 SP p AS G9� CONTACT: OUGHT PA L19428 ATON mQQ' `�k� SW 43RD ST. IMPROVEMENT PLAN m Z = m A8�1LT NOTE V�F((;/iL DATll6k A• H CONTACT: 01W/i1i E. AAT(X2 i Z m THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CIN OF RENTON, NAVD 88 •�� CONSTRUCTION MANAGER $ O CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RM : R (610) 834-0180; CELL 303-549-4623 IKEA REDEVELOPMENT, RENTON, WA. O CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MART SYSTEMS. FIELD VERGED INVERT AND APWoved by: Ta Dote E: DUGH .Tj O 4 RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 201]. A 52, Q ENGINEER: o O C®ID1J� CFB v ¢ ~ BEFORE YOU DIG FIETHE E PRIVEY By ATE GSTORSEN CONSULTING M DRAINAGE FACILITIES ENGINEERS AN0 PUBLIC PRrvN EDWA ER LAND OCTOBER 2017. CITY OF SYSTEMS POINT NO. RENTON N864 WAS CONTROL HELD APPLovetl by. Dole Ff f /SI EAE�\.(`v�" 18815 ]2!q AVENUE SEN LTI�THNOKEERNT, y'PG 9 ptAwN pl ODM 6/11/2015 q -e xo. U15001266 O WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PUNS MID THE DOCUMENTED FIELD FOR ELEVATION, BEING Approved by. Dote d 'T70NAL EWU �'� WA 98032 4T/p EES oi<eK® d50 scAut I"'a0' rgpgpaK—PAGE_ Z 844 REVISIONS AND FUNCTION AS INTENDED. �F A CONTACT: JAY GRUBB, PE 0 ENGIN 19.488 FEET (NAVD88) roved Dole (IA1 (425)251-6222AHfuAID atEET- 6-2cfA2 R-384711% W J LL W SW 41ST STREET: ]0+00.00. Y UND AVENUE SW: 89+9259If , \? m R9 C CONSTRUCTION O cD LL KEYNOTES I _ 3 SW 43RD STREET: 40+00.00= W P O C Tl 0 O C N W 1 a C2.5 O NOT USED Z NEW CURB & E g ER C.O.R. STD. PLAN 10 AIL SHEET SEE TC 10 NE URBLELCALSO RAMPN F- EA.L OAND EWP PCC DRIVEWAY ENTRAIN E3 AS PER C.O.R. S DCPLA14SR 1042E 104.5 TYPE AS NOTED ON PLAN. SEE DETAIL SHEET C2.5. TYPE SEE RAMP DETAIILSHEET CII..6 4x0.12-02 z Z SAWCUT AND REPLACE ASPHALT AS PER COR SD PLAN 103. 11 FRONTAGE LUMINARIES AS PER FRONTAGE ILLUMINATION PUNS SHEETS 1-9. W WITH EXISTING CURB GUTTER NEAREST EXPANSION JOINT. W FIELD VERIFY AND CONFIRM EXACT LOCATION. W USED. n O SMOOTH SURFACES AND LANDSCAPE INCLUDING Q STREET TREES AS PER COR. SEE LANDSCAPE PUNS. Oj EXISTING STREET TREES TO REMAIN. PRESERVE AND PROTECT. SEE m b co Q Z W J LL W SW 41ST STREET: ]0+00.00. Y UND AVENUE SW: 89+9259If , \? m R9 C CONSTRUCTION O wz DE Y KEYNOTES I SIDEWALK 3 SW 43RD STREET: 40+00.00= W P y C Tl 0 6 C PCC PUBLIC SIDEWALK AS PER COR STD PLAN DETAILSO 102. SECTION ADJACENT TO BUFFER STRIP. SEE DETAIL SHEET W 1 a W J LL W SW 41ST STREET: ]0+00.00. Y UND AVENUE SW: 89+9259If , \? m R9 C R O STA 81+84 +/- MATCH EX. W. ,o J AT REARREST JOINT LIND AVENUE SW j; MINOR ARTERIAL _ PQ Q �. �'�¢_.:-:e�---. �................` °_ _ ...... ....." ._: _ .d.-- .i..v—s4 P( G) �.. ai.�_..._�l._h--1_.___•____1_ �'"_"'tt_"'' z v o NEW DRIVEWAY STA: 85+03.53�� a z a STA 82+35.74 TYPE )C 3 s �— J STA 85+49 +L\-�A4TCH EX. o $ ^ A 84+60 +/- MATCH EX. m AF-NEpWEST JOINT _ q 2 NW'Ck0 _ _ eT u _ _ _ -� o M 6+39 +/- MAT x `-' m m NEW RB 2 AT NEAREST JOINT BUS SIG 1 IDEWALK SDMH-E 6 m > .i � cSt 04 2"W 76086'-, � C6� I 8•/ g & GIITTkIf 17� CONSTRUCTION KEYNOTES I SIDEWALK SW 43RD STREET: 40+00.00= UND AVENUE SW: 80+00.00 ONEW PCC PUBLIC SIDEWALK AS PER COR STD PLAN DETAILSO 102. SECTION ADJACENT TO BUFFER STRIP. SEE DETAIL SHEET NOT USED C2.5 O NOT USED O NEW CURB & E ER C.O.R. STD. PLAN 10 AIL SHEET SEE TC 10 NE URBLELCALSO RAMPN F- EA.L OAND EWP PCC DRIVEWAY ENTRAIN E3 AS PER C.O.R. S DCPLA14SR 1042E 104.5 TYPE AS NOTED ON PLAN. SEE DETAIL SHEET C2.5. TYPE SEE RAMP DETAIILSHEET CII..6 4x0.12-02 SAWCUT AND REPLACE ASPHALT AS PER COR SD PLAN 103. 11 FRONTAGE LUMINARIES AS PER FRONTAGE ILLUMINATION PUNS SHEETS 1-9. OMATCH WITH EXISTING CURB GUTTER NEAREST EXPANSION JOINT. FIELD VERIFY AND CONFIRM EXACT LOCATION. ONOT USED. n OLANDSCAPE. SMOOTH SURFACES AND LANDSCAPE INCLUDING STREET TREES AS PER COR. SEE LANDSCAPE PUNS. Oj EXISTING STREET TREES TO REMAIN. PRESERVE AND PROTECT. SEE LANDSCAPE PLANS. R O STA 81+84 +/- MATCH EX. W. ,o J AT REARREST JOINT LIND AVENUE SW j; MINOR ARTERIAL _ PQ Q �. �'�¢_.:-:e�---. �................` °_ _ ...... ....." ._: _ .d.-- .i..v—s4 P( G) �.. ai.�_..._�l._h--1_.___•____1_ �'"_"'tt_"'' z v o NEW DRIVEWAY STA: 85+03.53�� a z a STA 82+35.74 TYPE )C 3 s �— J STA 85+49 +L\-�A4TCH EX. o $ ^ A 84+60 +/- MATCH EX. m AF-NEpWEST JOINT _ q 2 NW'Ck0 _ _ eT u _ _ _ -� o M 6+39 +/- MAT x `-' m m NEW RB 2 AT NEAREST JOINT BUS SIG 1 IDEWALK SDMH-E 6 m > .i � cSt 04 2"W 76086'-, � C6� I 8•/ g & GIITTkIf 17� �Au tow__ _ o u ___ ___ kv��' - _ ___7 �___7 _________ __ p3. NEW ROW _ ______ ______ 6 _ _________ _ 9 ___ _ ___ ___ _____�___ °_______ __ ____ _ 7_ ______ __ _ _ _____ _ 1 ______ rBOLLARD (TYP. G+00 ) �,___________ ____ ____ __) /SEET k' li STA: 85+74 + -MATCH EX: _--____--- ---- - --------_-_-___-__ "SEE SHEET C1.7-6 7 1„___________AT NEAREST JOINT'------------------------------ _ __ ___ __ IFOR WATER DETAILS__ ==ti3 rai IO1Z'2 ` w j m FOR WATER DETAITsS: W__ 7 �` to nn-__ ______ ___________________________14,1, „ ___�n__�s SHEET Ct.6-/EE CU P T +� u o W i+ 1 �`� mUz„inlll--_ 4 2 BEGIN CffiF______________________________________Ijn�i iiiiii�_-___________'_-__a_��+�`S+11� E'RAMP DTAIL C1. GENERAL NOTE: SHEETT C1.6-4 1. ANY PUBLIC STREET TRENCHING (OF UTILITIES) SHALL BE AS PER THE CITY OF RENTON CODE, CHAPTER 10 SECTION 9-10-11 TRENCH RESTORATION AND STREET OVERLAY REOUIREMENTS. TRENCH RESTORATION SHALL BE EITHER BY A PATCH OR OVERLAY METHOD, AS REOUIRED AND INDICATED ON CITY OF RENTON STANDARD PLANS H032, H032A AND H033. 2. ANY VAULT OR J -BOX LIDS REMAINING IN THE SIDEWALK SHALL BE ADJUSTED TO MATCH FINISH GRADE/FLUSH WITH SIDEWALK SURFACE AND WITH NON-SKID LIDS. 9t.5' R/W ROW DEEDED PER a6W ROW UNE 45551.5' W 40' STAKE 83+00 ' W ROW o SL VESECTION PROFILE 25 { SURVEY 11.5' X ROW LINE 40' (EXISTING) 25 $_ 7+/- I TOTAL WIDTH 56' 12' +/- -- EXISTING SIDEWALK AT011 CL ROW 3. 8' a 6.5' + ' + - I SECTION TO DEMOLISH as I PLANTER 28' +/ 28'+/- VARIES SIDEWALK 1' S — — — — V. 0.5' SAWCUi - SEE O.5' � 'm — W 2% VMIES_ STD PIAN 103 VARIES X •� \— _ -- N __ _ _ G x _ -_a VARIES _ _J r____ — --_sK` 1 gi GRADE 20 nNIS GRACE/ o 17.5 O _ _ __ _ -----------------�_J y� GRADE PROPSA�SEC ION BREAK BREAK EXISTING ADE AT NEW SIDEWALK 67' NEW 8 FT WIDE 5” THICK CEMENT NEW VERTICAL CONC. CURB & SECTION VCONCRETE SIDEWALK. GUTTER WHERE SHOWN ON O 15 PUN. MATCH WITH EXISTING SECTION B -B LANDSCAPE PI -ANTER LIND AVE SW 0+00. 0+75 NOT TO SCALE SECTION A -A STA 0+83 VIEW NORTH SCALE I” =10 FT HORZ.. 1" = 5' VERT O N 0 OWNER/DEVELOPER: CITY OF RENTON AS -BUILT IKEA PROPERTY INC EDEPAPTTMENT OF PUBLIC WORKS S. C 420 ALAN WOOD ROAD ED: 12-15-2017 94G,1igV j AS -BUILT DATSP 91 g Om 111 CONSHOHOCKEN, PA 128 I 0 ABm8XT NOTB V�AL DAIM CHECKMFOR COMPLIANCE CONTACT: DWIGHT E. %ATOM qPW 0 LIND AVE. SW IMPROVEMENT PLAN THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CITY OF RENTON, NAVD 88 CYiY srANDAroe CONSTRUCWON MANAGER 4T Z CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RN : P. (810) Bae -018P. CELL 303-519-48D IKEA REDEVELOPMENT, RENTON, WA. CALL 2 WORKING DAYS ELEVAT ONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND Approved by Dote E. DWWe1TSAT(*IIKEAcOM LL RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BBQ' < 8527 0; ENGINEER; o _i Deep® CFB plE Na 015001266 �p IG FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL Approved by: Date 'Af f� W„`• BARGHAUSEN CONSULTING ENGINEERS 9 WTE 6/11/2015 BEFORE YOU DIG: THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD f 7Ci $TL9W6 18215 72ND AVENUE SOUTH KENT, �L ey. A p WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING Appmwd by: Dote OWAL E L� WA 98032 YTyN gF• cllerx® JSG eaµe t'=a0' EgpgppK p,YC1� z STI REVISIONS AND FUNCDON AS INTENDED. i(9 CONTACT: JAY GRUBB, PE G ENGWN 19.488 FEET (NAVD88) d by: Date(425)251-6222 AItAG1'HJ afffCL" opt R-3847118 CID N O Ln W d O Z 8 W m I 6100 I SIDEWALK SW 43RD STREET: 40+00.00= UND AVENUE SW: 80+00.00 n czi Q �Au tow__ _ o u ___ ___ kv��' - _ ___7 �___7 _________ __ p3. NEW ROW _ ______ ______ 6 _ _________ _ 9 ___ _ ___ ___ _____�___ °_______ __ ____ _ 7_ ______ __ _ _ _____ _ 1 ______ rBOLLARD (TYP. G+00 ) �,___________ ____ ____ __) /SEET k' li STA: 85+74 + -MATCH EX: _--____--- ---- - --------_-_-___-__ "SEE SHEET C1.7-6 7 1„___________AT NEAREST JOINT'------------------------------ _ __ ___ __ IFOR WATER DETAILS__ ==ti3 rai IO1Z'2 ` w j m FOR WATER DETAITsS: W__ 7 �` to nn-__ ______ ___________________________14,1, „ ___�n__�s SHEET Ct.6-/EE CU P T +� u o W i+ 1 �`� mUz„inlll--_ 4 2 BEGIN CffiF______________________________________Ijn�i iiiiii�_-___________'_-__a_��+�`S+11� E'RAMP DTAIL C1. GENERAL NOTE: SHEETT C1.6-4 1. ANY PUBLIC STREET TRENCHING (OF UTILITIES) SHALL BE AS PER THE CITY OF RENTON CODE, CHAPTER 10 SECTION 9-10-11 TRENCH RESTORATION AND STREET OVERLAY REOUIREMENTS. TRENCH RESTORATION SHALL BE EITHER BY A PATCH OR OVERLAY METHOD, AS REOUIRED AND INDICATED ON CITY OF RENTON STANDARD PLANS H032, H032A AND H033. 2. ANY VAULT OR J -BOX LIDS REMAINING IN THE SIDEWALK SHALL BE ADJUSTED TO MATCH FINISH GRADE/FLUSH WITH SIDEWALK SURFACE AND WITH NON-SKID LIDS. 9t.5' R/W ROW DEEDED PER a6W ROW UNE 45551.5' W 40' STAKE 83+00 ' W ROW o SL VESECTION PROFILE 25 { SURVEY 11.5' X ROW LINE 40' (EXISTING) 25 $_ 7+/- I TOTAL WIDTH 56' 12' +/- -- EXISTING SIDEWALK AT011 CL ROW 3. 8' a 6.5' + ' + - I SECTION TO DEMOLISH as I PLANTER 28' +/ 28'+/- VARIES SIDEWALK 1' S — — — — V. 0.5' SAWCUi - SEE O.5' � 'm — W 2% VMIES_ STD PIAN 103 VARIES X •� \— _ -- N __ _ _ G x _ -_a VARIES _ _J r____ — --_sK` 1 gi GRADE 20 nNIS GRACE/ o 17.5 O _ _ __ _ -----------------�_J y� GRADE PROPSA�SEC ION BREAK BREAK EXISTING ADE AT NEW SIDEWALK 67' NEW 8 FT WIDE 5” THICK CEMENT NEW VERTICAL CONC. CURB & SECTION VCONCRETE SIDEWALK. GUTTER WHERE SHOWN ON O 15 PUN. MATCH WITH EXISTING SECTION B -B LANDSCAPE PI -ANTER LIND AVE SW 0+00. 0+75 NOT TO SCALE SECTION A -A STA 0+83 VIEW NORTH SCALE I” =10 FT HORZ.. 1" = 5' VERT O N 0 OWNER/DEVELOPER: CITY OF RENTON AS -BUILT IKEA PROPERTY INC EDEPAPTTMENT OF PUBLIC WORKS S. C 420 ALAN WOOD ROAD ED: 12-15-2017 94G,1igV j AS -BUILT DATSP 91 g Om 111 CONSHOHOCKEN, PA 128 I 0 ABm8XT NOTB V�AL DAIM CHECKMFOR COMPLIANCE CONTACT: DWIGHT E. %ATOM qPW 0 LIND AVE. SW IMPROVEMENT PLAN THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CITY OF RENTON, NAVD 88 CYiY srANDAroe CONSTRUCWON MANAGER 4T Z CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RN : P. (810) Bae -018P. CELL 303-519-48D IKEA REDEVELOPMENT, RENTON, WA. CALL 2 WORKING DAYS ELEVAT ONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND Approved by Dote E. DWWe1TSAT(*IIKEAcOM LL RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BBQ' < 8527 0; ENGINEER; o _i Deep® CFB plE Na 015001266 �p IG FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL Approved by: Date 'Af f� W„`• BARGHAUSEN CONSULTING ENGINEERS 9 WTE 6/11/2015 BEFORE YOU DIG: THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD f 7Ci $TL9W6 18215 72ND AVENUE SOUTH KENT, �L ey. A p WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING Appmwd by: Dote OWAL E L� WA 98032 YTyN gF• cllerx® JSG eaµe t'=a0' EgpgppK p,YC1� z STI REVISIONS AND FUNCDON AS INTENDED. i(9 CONTACT: JAY GRUBB, PE G ENGWN 19.488 FEET (NAVD88) d by: Date(425)251-6222 AItAG1'HJ afffCL" opt R-3847118 CID N O Ln W d O Z 8 W m 00 Fli Qo N O a ° O y S. GqL 420 ALAN WOOD ROAD U) SPy p1 AS 4e CONSHOHOCKEN, PA 19428 SAI DATII�k CHECKED P� Q � CITY OF RENTON, NAVD 88 3 < o O Approved by. Dote E: DIIXHT.O ob ,y��FywP L BENCH CITY OF�IREENNTON CONTROL Approved by: Dote 42 SIER�� 4'y� BARGRAUSEN CONSULTING ENGINEERS I w m 18215 72ND AVENUE SOUTH KENT. FOR ELEVATION, BEING j pate '! WA 98032 Z AP rovM U w CONTACT: JAY GRUBB, PE (425)251-6222 ° m O ° LLI J Q Z w Q J w Y z 0 7 w CONSTRUCTKNI KEYNOTES: 6' SIGNAL LOOP 1 NEW PCC PUBLIC SIDEWALK AS PER COR STD PLAN DETAILS 102. SECTION ADJACENT TO BUFFER STRIP. SEE DETAIL SHEET C2.5 LIGHT JBOX -_ O NOT USED I (4) GAS VALVES \ (2) CAS VALVES I GAS BLOWOFF OEXISTING SIGNAL CONTROL CABINET TO REMAIN SIGNAL LOOP ------ \\\'(��)) I (2) GAS V�� OWE OEXISTING CONCRETE WALL TO REMAIN "PHOTO ENFORCED" RED LIGHT SIGN (D NOT USED ONEW SIDEWALK LANDING AT LESS 2% SLOPE, Oj 6" HEIGHT PEDESTRIAN CURB AS PER WSDOT STD PLAN F-40.12-02 SEE DETAIL SHEET C2.4 1e=10' 0 5 10 20 GAS VALVE A=26'17'30' 4` -EX CURB/GUTTER (3) GAS VALVES R=10.00 L=4.59 4=16'45'25" LIND AVENUE SW R=39.00 -GAS VALVE L=1 1.41 g _ .______________ _______ __ _______ _ _____________ MINOR ARTERVL______ ----- GAS BLOWOFF ---� _ i TOP !_72� STA: 90+18.85 BREAK •• \ OFF: 44.50'RTT m . \ _ �:7_. P _a-. zz _ _ —� ati� + mw—rq 3 �r mb nw --cer ` GAS MIH �. F: 44.50'RTi OFF: 4 — `♦-_ STA 90+08.39) -------�� - OFF. 46.50'RTF/ ROW LINE _ .OFF: 45,50'M 1 -------------- OFF: 45.50'RTf GAS VALVE 5A,89+83.39 "505• ______________ I �\ OFF: 46'.�O'RF- l \(. AS A PART OF _______________________ THIS PROJECT \ \� O ._____________________________________________________�_________________________- ---------------- ______ ----------------------------- --------------------- ---------- ----- ----------------------------------- _ - - --------------- -- --, ---------------------------------------------------------- -I-------,�., -------------------- ------------ -------------------------- ------------- ----------------- \ LIND AVE SW / SW41Bt ST INTERSECTION SIDEWALK DETAIL — CURB RAMP DETAIL AS -BUILT NOTE; THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST :017. A BEFORE YOU DIG FIELD 2017. THE ONUS PRIVABy TE STORM DRAINAGE FACILI CONSULTING ITIES AND UBUC/PRNGINEERS WAS ALSO � WATER AND 5 WDUCTED IN BEF? SYSTEMS pp44 WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PVJ4S AND THE DOCUMENTED FIELD z OII REVISIONS AND FUNCTION AS INTENDED. I I m v ♦ R-10.00 L=5.41 I I / L=5.41� 1 '.`�N35'12'34'N 5.45' A=12'02'45' L/17' SIGNAL POLE ROTTO ( 'I , I° R=31.00 ✓ BREAK =6.52 3 r i 41' RII R=82.00' ♦` CONTROL CABINET ` C ` 4=10'4549` R--10DO'1fi R=54.00 7 \\R=10.00' � L=10.14 .11 b5.52' O K R A �EAK `P E TOP \ RADE A 3R=t0A0 , BREAK a' �I N89'A92�'IIt 111.04' LIND AVE SW / SW43RDT INTERSECTK)N ISDEWALK - CURB RAMP DETAIL 10 =IOU R ry V F, CITY OF RENTON C>EPAIFU T OF PUBLIC WORKS mP V�N�1 _t�Z LIND AVE. SW CURB RAMPS µ IKEA REDEVELOPMENT RENTON, WA. = C�lF3o CFB 4� MlE 6/11/2015 Ii.EIII U15001266 g` aawx N G`r4NG ENG\NN�p ° ® JSG ea'lP AS SHOWN PBDBOCK PAGE_ ^P^�® 6� cTe aGP42 T-384711 R-3847119 (p N O u) F— w (O 00 z m O w U Ed AS—BUILT IKEA PROPERTY INC y S. GqL 420 ALAN WOOD ROAD AS -&HLT DATED: 12-15-2017 SPy p1 AS 4e CONSHOHOCKEN, PA 19428 SAI DATII�k CHECKED P� CONTACT: E. 541TON CITY OF RENTON, NAVD 88 TO CITY STANDARDS < IMM caxsTRucnoN MANAGER P: (610) BN -018 QLL 103-549-4623 Approved by. Dote E: DIIXHT.O ob ,y��FywP L BENCH CITY OF�IREENNTON CONTROL Approved by: Dote 42 SIER�� 4'y� BARGRAUSEN CONSULTING ENGINEERS POINT NO. 1864 WAS HELD Approvetl S70NAL EVIG♦� 18215 72ND AVENUE SOUTH KENT. FOR ELEVATION, BEING q„ pate '! WA 98032 19.488 FEET (NAVD88) AP rovM Dote 4: �` CONTACT: JAY GRUBB, PE (425)251-6222 R ry V F, CITY OF RENTON C>EPAIFU T OF PUBLIC WORKS mP V�N�1 _t�Z LIND AVE. 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Dole -- - - -- Dy Dole 15 _ _. -- — i' : IS 1 I ICal I -� ►� �_ - - 31 CB 29 f -;- I I0 �r ;� .�... . aopfrj® "� ��L►r_.��IGByyy�n rl.l J -� _ : _ �� 411111111111111114 LLL ♦ •ti I �0 14 Ij . 2 Cs 5.rl �♦L;-CS �i_Rii♦ -- It' 1♦ o • DRAINAGE_ T - •� • • - e C1.7-2 SANITARY �BEWER IMPROVEMENTS I ER I PROV- .:,. N No �♦ • - I� 1' N 64I 67L I ICB ICS TRENCH DMN B CEI. C8 10ss w ss ss u .. EX 36" SAN SEWER (KING CO. METRO) "_.•.fit ,—.. ' ' - " A8-B(!LT NOTE; VERTICAL. DATM THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAVSEN CITY OF RENTON, NAVD 88 CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED DIVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BENCHMARK: BEFORE YOU DIG FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRNATE WATER AND SEWER' SYSTEMS POINT. NO. 1864 WAS HELD p pp�H4 WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PIANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING 2 plT REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) AS—BUILT IKEA PROPERTY INC 420 ALAN WOOD ROOD CONSHOHOCKEN. PA 19428 CONTACT: DOW E. SLATON CONSTRUCTION MANAGER P: (610) 1IN-01611: CEI. 303-519-4633 E: Dw..,Ta ATM9K eEpM ENGINEER B.CRCRAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT. WA 98032 CONTACT: JAY GRUBS. PE (425)251-6222 A. w H-. CITY OF RENTON f�EPARTMENT OP PUBLIC WORKS OVERALL UTILITY PLAN BCAIE 1.-�. S-384705 W-384707 R-3847120 C w 91. CHECKED FOR COMPLIANCE TO CRY STANDARDS by: Dote 9y. Dole Dy Dole IKEA PROPERTY INC 420 ALAN WOOD ROOD CONSHOHOCKEN. PA 19428 CONTACT: DOW E. SLATON CONSTRUCTION MANAGER P: (610) 1IN-01611: CEI. 303-519-4633 E: Dw..,Ta ATM9K eEpM ENGINEER B.CRCRAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT. WA 98032 CONTACT: JAY GRUBS. PE (425)251-6222 A. w H-. CITY OF RENTON f�EPARTMENT OP PUBLIC WORKS OVERALL UTILITY PLAN BCAIE 1.-�. S-384705 W-384707 R-3847120 C w 91. a to Y (D .. s N a O 0 � � 3 LL W W W 7N J Q ir W Y W N - a PER CDR wz OE Y b v e[A: 1l+3o'i - - - - - SMH-B J - 5 LF 6"� e--{- W Wo- W --}- W W& W W W-i--e.t W -sF O zmt'- 3 SANITARY SIDE SEWER PROFILE DETAIL z a COMECFTOEXBBB. IE,.," WN ti W a fi• IE=14.15 +/- FIELD c c b v IE -15.92 15" SD f n IE = *.4S (6" NE) 14.51 10 a 'R ip s 6" 55 BBMZ 48" TYPE 1 O 2% IE=15.92 $ o TOP = 1528 _ IE= 14.72 - 6" SS ' 16.47 I ---- THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN m 4 m 4 -RICH BLDG SEWER, IE - i N• m B CALL 2 WORKING DAYS 1 0 z I IIIII� 11=49 I X 6" SAN SEWER Gi 1 SS ° ' o EX. ALLIANCE SEE SANITARY SIDE PACKAGING BUILDING SEWER DETAIL BELOW SCO3,CLEAN OUT PER COR NECT TO E% 855. SADDLE PER D DTL 403.1 sT CITY STD Ott 406.1 M = 20.18 LE. u=11.3)' IE=J1aFiIELD = S (67LE. E-n.n ; 4 1 VERIFY 211SET •I1 I.E. W-1 b14+1p.6. a IE (6" E) ' + - MM3, CLEAN OUT PER CDR 9 W b v e[A: 1l+3o'i - - - - - SMH-B J - 5 LF 6"� e--{- W Wo- W --}- W W& W W W-i--e.t W -sF O zmt'- IE = j$ (6' SANITARY SIDE SEWER PROFILE DETAIL z 4 -NCH BLD08EWSL IE. COMECFTOEXBBB. SADDLE PER 15 Cm STD DTL 4061 fi• IE=14.15 +/- FIELD b v IE -15.92 15" SD f n IE = *.4S (6" NE) 14.51 10 Q TOP = 15.28 -6" SS , ti 6" 55 BBMZ 48" TYPE 1 O 2% IE=15.92 - 15" SD TOP = 1528 _ IE= 14.72 - 6" SS ' 16.47 I ---- THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN m 4 m 4 -RICH BLDG SEWER, IE - i N• m 83 iF 0 z I IIIII� 11=49 I X 6" SAN SEWER Gi 1 SS ° ' o EX. ALLIANCE SEE SANITARY SIDE PACKAGING BUILDING SEWER DETAIL BELOW SCO3,CLEAN OUT PER COR NECT TO E% 855. SADDLE PER D DTL 403.1 sT CITY STD Ott 406.1 M = 20.18 LE. u=11.3)' IE=J1aFiIELD = S (67LE. E-n.n ; 4 1 VERIFY 211SET •I1 I.E. W-1 b14+1p.6. a IE (6" E) ' + - MM3, CLEAN OUT PER CDR STD DTL 403.1 W RIM = 20.18 v e[A: 1l+3o'i - - - - - SMH-B J - 5 LF 6"� e--{- W Wo- W --}- W W& W W W-i--e.t W -sF O zmt'- IE = j$ (6' SANITARY SIDE SEWER PROFILE DETAIL 0 14.61 4 -NCH BLD08EWSL IE. COMECFTOEXBBB. SADDLE PER 15 Cm STD DTL 4061 fi• IE=14.15 +/- FIELD VERIFY v IE -15.92 15" SD f IE = *.4S (6" NE) 14.51 10 Q TOP = 15.28 -6" SS , 6" 55 BBMZ 48" TYPE 1 O 2% IE=15.92 - 15" SD TOP = 1528 _ IE= 14.72 - 6" SS ' 16.47 I ---- THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CITY OF RENTON, NAVD 88 BACKFLOW 4 -RICH BLDG SEWER, IE - i N• 83 iF CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND '. SEE PLUMBING PLANS 6" SS I 1 I BEFORE YOU DIG FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL ry n . STA 11�.oi I, I' 1 I ! lol O OFF: 38.11'RTT ,k�.L i% 1 E; Ilm 1 IKEA 1 FF EL=25.0 SANITARY SEWER IMPROVEMENTS PLAN �•�`� �.� \ ®._.®,®._._._._ SCALE: 1"-40* �� •=.�. m. m. m. m. m. IKEA WEST SIDE SEWER PROFILE FINISH GRADE AT SEWER 25 MM3, CLEAN OUT PER CDR STD DTL 403.1 IE- 14.72 - 6" SS -0+200+00 1-m RIM = 20.18 IE = j$ (6' SANITARY SIDE SEWER PROFILE DETAIL 0 14.61 4 -NCH BLD08EWSL IE. COMECFTOEXBBB. SADDLE PER 15 Cm STD DTL 4061 fi• IE=14.15 +/- FIELD VERIFY RIM = 20.17 IE = *.4S (6" NE) 14.51 10 Q 5 LF 6" 55 BBMZ 48" TYPE 1 O 2% IE=15.92 - 15" SD TOP = 1528 -6" SS I ---- THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CITY OF RENTON, NAVD 88 BACKFLOW - 83 iF CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND '. 6" SS BENCHMARK' RIM RIM = 21.09 BEFORE YOU DIG FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL O 2.00% IE -(6" W) POINT NO. 1864 WAS HELD '` _ EXISTING'. GRADE AT Q 16.32 APprovetl by: OFF m --Mu A roves b N� EML_- m pnp wall .ls 1 IKEA 1 FF EL=25.0 SANITARY SEWER IMPROVEMENTS PLAN �•�`� �.� \ ®._.®,®._._._._ SCALE: 1"-40* �� •=.�. m. m. m. m. m. IKEA WEST SIDE SEWER PROFILE FINISH GRADE AT SEWER 25 16.47 TTIq 20 2 M 25 MM3, CLEAN OUT PER CDR STD DTL 403.1 IE- 14.72 - 6" SS -0+200+00 1-m RIM = 20.18 IE = j$ (6' SANITARY SIDE SEWER PROFILE DETAIL 0 14.61 4 -NCH BLD08EWSL IE. COMECFTOEXBBB. SADDLE PER 15 Cm STD DTL 4061 fi• IE=14.15 +/- FIELD VERIFY RIM = 20.17 IE = *.4S (6" NE) 14.51 10 Q 5 LF 6" 55 BBMZ 48" TYPE 1 O 2% IE=15.92 - 15" SD TOP = 1528 -6" SS 25 16.47 TTIq 20 2 M IE- 14.72 - 6" SS -0+200+00 1-m TIM SANITARY SIDE SEWER PROFILE DETAIL 4 -NCH BLD08EWSL IE. R 15 fi• REFERENCE CITY OF RENTON RECORD DRAWING NO S-251 PIAN AND PROFILE SANITARY SEWER BENAROYA CO WAREHOUSE AS -BUILT AUG 7, 1978 BBMZ 48" TYPE 1 -BUILT GATED: 12 AS -METAS ---- THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CITY OF RENTON, NAVD 88 BACKFLOW - 83 iF CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND '. 6" SS BENCHMARK' RIM RIM = 21.09 BEFORE YOU DIG FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL O 2.00% IE -(6" W) POINT NO. 1864 WAS HELD _ EXISTING'. GRADE AT Q 16.32 APprovetl by: OFF m 19.488 FEET (Ni A roves b N� m pnp 25 16.47 TTIq 20 2 M TO E% 8 SI Cm IE=14 4.! R = 5 LF 6"� WO 2.788 W 4 -RICH BLDG SEWEgi SEE PLUMBING m �EI�E PROTECTION ROOM :LECTRICAL ROOM_ _ SSCO 3, CLEAN=OUT PER COR STD DTL 403.1 RIM - 20.18 IE a Di (6) 1 4 _p ©14.61 I 1 6 1 = o STA 9.5 e • = o l 7 LJ W 1f' __W _W 1 83 LF 55. O 2.0I0%-1� lJ SSMH 2. 48" TYPE 1 WITH 6" SEWER BACKFLOW VALVE RIM = 21.09 IE = 15.96 (6" W) I v I FLit I II SANITARY SIDE SEWER DETAIL SCALE: 1"=20' -.-IFR`'i IKEA PROPERTY INC 420 ALAN WOOD ROM CONSHOHOCKEN. PA 19428 CONTACT: DWGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-Olft CELL .103-549-4623 E: OWGHT.YATON41 GW ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT. WA 98032 CONTACT: JAY GRUBB. PE (425)251-6222 1 1 1 W O EXISTING SSMH TO REMAIN. CITY OF RENTON �G"AVS DEPARTMENT CDP PUBLIC WORKS m'r ,FZ SANITARY SEWER IMPROVEMENTS IKEA REDEVELOPMENT, RENTON, WA. ? OE901!® CFB DATE 6/11/2015 FILE U15001266 Q9' GUWN GCT2N0 EN6MYv� CEEgf® IS tKALE 1".40• FHDBOCK PAS_ ArFRow® iiPiii -2w42 S-384706 R-3847121 IV z O W U Eli IE- 14.72 - 6" SS -0+200+00 1-m TIM SANITARY SIDE SEWER PROFILE DETAIL R REFERENCE CITY OF RENTON RECORD DRAWING NO S-251 PIAN AND PROFILE SANITARY SEWER BENAROYA CO WAREHOUSE AS -BUILT AUG 7, 1978 -BUILT GATED: 12 AS -METAS VEB T!i DATUMI THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CITY OF RENTON, NAVD 88 CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND App o etl by: RIM ELEVATIONS WERE OBTAINED BY DEMON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BENCHMARK' BEFORE YOU DIG FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL Appravetl by: THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD pp44�4 WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PIANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS FOR ELEVATION, BEING APprovetl by: OFF INTENDED. 19.488 FEET (Ni A roves b TO E% 8 SI Cm IE=14 4.! R = 5 LF 6"� WO 2.788 W 4 -RICH BLDG SEWEgi SEE PLUMBING m �EI�E PROTECTION ROOM :LECTRICAL ROOM_ _ SSCO 3, CLEAN=OUT PER COR STD DTL 403.1 RIM - 20.18 IE a Di (6) 1 4 _p ©14.61 I 1 6 1 = o STA 9.5 e • = o l 7 LJ W 1f' __W _W 1 83 LF 55. O 2.0I0%-1� lJ SSMH 2. 48" TYPE 1 WITH 6" SEWER BACKFLOW VALVE RIM = 21.09 IE = 15.96 (6" W) I v I FLit I II SANITARY SIDE SEWER DETAIL SCALE: 1"=20' -.-IFR`'i IKEA PROPERTY INC 420 ALAN WOOD ROM CONSHOHOCKEN. PA 19428 CONTACT: DWGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-Olft CELL .103-549-4623 E: OWGHT.YATON41 GW ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT. WA 98032 CONTACT: JAY GRUBB. PE (425)251-6222 1 1 1 W O EXISTING SSMH TO REMAIN. CITY OF RENTON �G"AVS DEPARTMENT CDP PUBLIC WORKS m'r ,FZ SANITARY SEWER IMPROVEMENTS IKEA REDEVELOPMENT, RENTON, WA. ? OE901!® CFB DATE 6/11/2015 FILE U15001266 Q9' GUWN GCT2N0 EN6MYv� CEEgf® IS tKALE 1".40• FHDBOCK PAS_ ArFRow® iiPiii -2w42 S-384706 R-3847121 IV z O W U Eli ► W ° SEWER KEYNOTES � J Ny a 20 40 80 MEA BUILDING O EXISTING SSMH ADJUST TO MATCH FINISH GRADE (TYPICAL) a 2 2000 GALLON OLDCASTLE MODEL 612 -GA OR APPROVED EQUAL IE 19.14 O SAN. SEWER GREASE INTERCEPTOR. 12'-B" L X 6' - 8" W X 7'- 9" D. (OUTSIDE DIMENSIONS). am LO SEE ALSO BUILDING PLUMBING PLAN SHEETS P101 AND DETAIL 2/P605 Q O EX. SAN SIDE SEWER PLUG WITH CONIC. SEE ALSO DEMOLITION PLANS T -40T W Z ® NOT USED 0 4" VENT PIPING W IZ- O EXISTING SIDE SEWER SHOWN AS PER RECORD DRAWINGS. NOT FIELD VERIFIED.' a ] W _ CONTRACTOR SHALL POTHOLE OR VIDEO SEWER TO CONFIRM LOCATIONS AND °ewwwxxxN lWq RINwI NwwN O Er — ABANDON/DEMOLISH AT MAIN THOSE SIDE SEWERS NOT BEING USED. . NNNN4lwlwq RHMON MOON OWI61 Q NwxwNNwwq aR M KNNH ww d 2 W Wa't6' vENr Pw Nc iL n 3 WNW 0 a 4"" TEE VENT PIPING m wQ � 11 •I A EX 36` SAN SEWER (KING CO. METRO) GREASE INT£RC£PTOR. AS BU/LT DETAIL "A' I ^ 8 °i • IKEA FF EL=25.0 jsN z Y • p SCALE.• T =10 FT BUILDING SEWER, SEE PLUMBING PIANS O F ; IE = t42Tt (6" E) IE . 19.14 Eaaaia I"1 W I s LF 6 SSCO 4, TWO WAY CLEAN OUT PER SS O 2.00% \ J - •' C> L�' • x PLUMBING PLANS I n SEE BUILDING PLUMBING M f SSCO 1, TWO WAY CLEAN OUT PER " o v, ( n PLAN SHEET PIOI PLUMBING PLANS m 'fir I RIM =RIM 24.3 �( f NON GREASE WASTE WATER d 4 S ° SSCO 5 , CLEAN OUT TO GRADE iE s , $ a. SSCO 2, CLEAN OUT PER COR _ VAULT, SEWER GREASE INTERCEPT f • STD DTL 403.1 —SEE BUILDING PLUMBING PUNS F t RIM = 23.77 RIM - 24.23 I o p• p 3 p I IE = 47:Of) (6" E) IE _ WY 8 E = 18.56 ._-=--.o.:�cG' F-� I g E = 18.59 £ LENGTH AS REQUIRED O 2X MINIMUM a o II g O.O(P+p Ip•p o r v m ¢A¢ W m r Bp F SSMH 1, 48" TYPE T= 100 LF 6" ~ a Ir 3 2� W/BACKFLOW VALVE— 55 O 22 IT -7 y �+ • WATERLINE EASEMENT R ML ---,-s=.. ^^ (6• ,A,) 4.21 —"u° 8 ! $ < REC.NO. 14,03"(8--3) v e f a. IE 14.27 = - - 155 SS" I � I " F x EX B" SAN SEWER _ =1 aa. p _ _ _ _4, 11" PVC I.E. S=14.02' 8` SS2 0.4 1wa� pp a w F— -_ W W' W W V W W W -�- W 5 ; a W w w— W w w w w w ; w— w TEL M/R' f $ 8.2 ZZ Cal ° EX 6" SAN SIDE SEWER TO PLUG - SEE ALSO DEMOLITION PUNS 73+18++0 p ,4 b w © r Rm n p^ N < t to P w64 LF 8" SS O 1.1X CONNECT TO SSMH-E E Wat m RECIPROCAL INGRESS, EGRESS & ARKING EASEMENT " v u �—REC.N0.20000228000508 8 vi 3 b ro Z oz ia REFERENCE Cltt OF RENTON RECORD CITY OF RENTON DRAWING NO S-251 PUN AND PROFILE R SANITARY SEWER BENAROYA CO WAREHOUSE AS -BUILT IKEA PROPERTY INC HEPAR MENT OP PUBLIC WORKS yO K j AUG 7, 1978 AS -BUILT DATED: 12-15-2017 �P� SWAS RSO CON OSH HOCC420 ALAN K ND PPAA119428 Q'GHA�Is z d m A&BI&T NOTE: VERTrAL DATUM, : °F "�y CONTACT: DWIGHT E. AATON Q' SANITARY SEWER IMPROVEMENTS S Z m ¢ THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHNUMEN CITY OF RENTON, NAVE) 88 SAND ," CONSTRUCTION MANAGER Q% Z 0 CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM P. (610) 834-0186, CG1 .MM -549-4623 '" CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND APDro e4 by: Date z E: DWI r T sa axa EAmM b IKEA REDEVELOPMENT, RENTON, WA o RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST •2017. A BENCHMARK- nENGINEER' o n 4 FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL Approw:e D : Date 27 0 .,� o d Dtmaa� cre BEFORE YOU DICT Y J f STCWt \� 82155 72ND AVENUE CONSULTING SOUTH�IKENT,S ZPp W E 6/11/2015 aE Na 015001266 THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD J'/ WG 0g Z pp44�4 WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING Approve4 By: Dote OWAL E A� WA 98032 YJ7 0� Olga Usc BCa11? f'.40' Fgp6ppL_paDE-- V II REVISIONS AND FUNCTION AS INTENDED. •v� CONTACT: JAY GRUBB, PE a'G ENGIN 79.488 FEET (NAVD88) a Date (�' (425)251-6222 A''� eI�rCL7-3 oF4�' S-384707 R-3847122 ✓tj N 0 LF) D H Q W d w a wZ n o w a oo z x H y, 2 - 12" GATE VALVES (MJ) ❑D z 0 { IFr W.y � Y4.1 a rn H ® o USED c � 91 EX WATER ELEVATIONS ARE ESTIMATED. STA 13+35.8 STA 16+90 1- 12" X 10" TEE (MJ X FL) " a rc G V 0 in t -- z I n s z x � 2 - 12" GATE VALVES (MJ) ❑D CUT -IN EXISTING WATER MAIN. A t -- z I n s z x � 2 - 12" GATE VALVES (MJ) ❑D CUT -IN EXISTING WATER MAIN. x { I ❑j xa ® N USED PLAN 12" CL 52 LENGTH AS REQUIRED 2 - INDICATOR POSTS (3FT ABOVE GRADE). TAMPER EX WATER ELEVATIONS ARE ESTIMATED. STA 13+35.8 STA 16+90 1- 12" X 10" TEE (MJ X FL) " BENDS (MJ z MJ) .� SERVICE TO IKEA AT 12" MAIN LINE. COR STD DTL M m t WATER V VE 3 )TA: 11+35.7 W IW mlW1- W --- I W W 3 /5' -EX 12" WM 11 f/4" VERT BEND LF Q RECIPROCAL INGRESS, NEW 15 FT. WATER EGRESS PARKING MAIN EASEMENT EASEMENTT ,i HYD � W/6' BURRY REC N0.20000228000507 STA: 11+36.01, 6.01 _ r_7 I ' O �eW a3j4-a-I W W �-a3ZiY.,.._ _J WATERLINE EASEMENT REONO.8109020546 W WATER/H W/12" GV - MAINTAIN 7.5' CLEAR SEPARI BETWEEN ATER AND STORM II -w1 -- 12" GATE COUPLING VALVE( FL) © 2 - 12" GATE VALVES (MJ) ❑D CUT -IN EXISTING WATER MAIN. 11 2 - 10" 45' VERTICAL 1- 6" DI SPOOL (18" MIN) ❑j CUT AND CAP EXISTING 2" WATER ® NOT USED PLAN 12" CL 52 LENGTH AS REQUIRED 2 - INDICATOR POSTS (3FT ABOVE GRADE). TAMPER EX WATER ELEVATIONS ARE ESTIMATED. STA 13+35.8 STA 16+90 1- 12" X 10" TEE (MJ X FL) " BENDS (MJ z MJ) .� SERVICE TO IKEA AT 12" MAIN LINE. COR STD DTL 1-F.H. ASSEMBLY PER CITY STD. 12° GATE SWITCH MONITORED - SEE FIRE PROTECTION PLANS VALVE (MJ X 2-12" SOLID SLEEVES (MJ) ELEVATIONS PRIOR TO CONSTRUCTION TOP NEW 10" WM = 15.2 TOP NEW 12" WM = 15.10 4 LF - 10" DI SPOOL STD DTL 330.2 CAUTION! ADJACENT ALLIANCE PACKAGING COR STD OTL 330.2 ` `g 12° CL 52 LENGTH AS REQUIRED 1-10" GATE VALVE (FL X FL) m WATER SERVICE IS TO REMAIN.8m EX. ALLIANCE PACKAGING BUILDING AND (2) WATER VALVE WATER METERS EX WATER SERVICE OF F FSTT CL 52 TO _FDCABV. RECORD DRAWING NO W -500B TOP NEW W 6" WM = 15.0 TOP NEW 6" WM = 15.0 2- 10" 45' VERTICAL BEND (FL X MJ) FPSV "UI401VGL-kJ ON SITE WATER PIAN YA STA 16+51 6 STA 16+51 Q O ' El PER PLAN SHEET FP 800. FIELD VERIFY PIPEDE PAINT MARKS, NOT FPSV 1- 10" DI SPOOL (18° MIN) 114GS BUSINESS PARK BUILDINGS 1,2,AND 3. AS -BUILT DATED OCT E%. 24" STORM DRAIN IE = 15.1 +/- EX 8" SS TOP = 15.14 AS -BUILT IKEA PROPERTY INC 0 NOT USED m SHOWN ON 19. 1978 TOP NEW 10" WM = 13.6 IE NEW 10" WM = 16.64 ROAD ALAN �N, Rpee LENGTH AND LOCATION FDC. MIN 3 FT CLEAR OF z 10" CL 52 LENGTH AS SHOWN ON PLAN L I " - - j RECORDS) +/ 19 EX. WATER MAIN CONNECTION SEPARATE PERMIT OBSTRUCTIONS. OBSTRUCTIONS. 1-10" DDCVA AS PER CITY STD PLAN 360.20 (SEPARATE z 0 4y REQUIRED. --' " ER VALVE32 EX ` WATERLINE EASEMENTPROTEC PERMIT, DESIGN BY OTHERS - WA. STATE FIRE MARSHALL EX 12" {{II� (FfI�RO RE 0 N T 6 CUT INTO EX 12" DI WATER WEST SHOWN ® CUT -IN EXISTING WATER MAIN. LF, ENT AL 15' `jl I 5H N U CERTIFIED SPRINKLER DESIGNER) O WATER CUT -IN EXISTING WATER MAIN. RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2047. A BENCHMARK' W. P qe' 2 27 `'& 2 - 12" X 12" TEES (FL) 11 CUT -IN 1- 12" X 6" TEE (MJ X FL) WATER 'CONCRETE THRUST BLOCKS AS PER COR STD DTL 330.2 IV TE STORMDMWITHETHEIIUTIES N PUBUC/PRIVATEAND SEWER SYSTEMS POINT NO. 1864 WAS HELD Appro M fS7pWA TE HGa��� 18215 72ND AVENUE SOUTH KEN. THE OINSTALLED I- 12" X 6" TEE (MJ X FL) E\. 12' WATER 2 - 12" GATE VALVES (FL X MJ) 2-12" SOLID SLEEVES (MJ) ll - --- THE DATER Dole FOR ELEVATION, BEING WA 58032 2-12" SOLID SLEEVES (MJ) ELD VERIFYL _ _ - - - - t - 12" GATE VALVES (FL X FL) 817 REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) ApOrove4 DMa 4pN.014 CONTACT: ,AY GRUBB. PE 1-6" GATE VALVE (FL X R)10 _ _ - - _ - LL 1-6" GATE VALVE (MU X FL) 2 - 12" MJ COUPLING LONG PATTERN SLEEVE - - 2- 6" 45 VERTICAL BEND (FL X MJ) - - _ - -- NOT USED - - - _wrw WATER V VE 3 )TA: 11+35.7 W IW mlW1- W --- I W W 3 /5' -EX 12" WM 11 f/4" VERT BEND LF Q RECIPROCAL INGRESS, NEW 15 FT. WATER EGRESS PARKING MAIN EASEMENT EASEMENTT ,i HYD � W/6' BURRY REC N0.20000228000507 STA: 11+36.01, 6.01 _ r_7 I ' O �eW a3j4-a-I W W �-a3ZiY.,.._ _J WATERLINE EASEMENT REONO.8109020546 W WATER/H W/12" GV - MAINTAIN 7.5' CLEAR SEPARI BETWEEN ATER AND STORM II -w1 12° MJ 12" GATE COUPLING VALVE( FL) 12" MJ O IN 6" CL 52 LENGTH AS SHOWN ON 1 - 12" DI SPOOL 18" MIN LENGTH 3 1- 6" DI SPOOL (18" MIN) UTUN ELEV. CONRKT RESMUnON PLAN 12" CL 52 LENGTH AS REQUIRED 6" CL 52 LENGTH AS SHOWN ON PLAN EX WATER ELEVATIONS ARE ESTIMATED. STA 13+35.8 STA 16+90 " .� 1-F.H. ASSEMBLY PER CITY STD. CONCRETE THRUST BLOCKS AS PER COR STD DTL 1-F.H. ASSEMBLY PER CITY STD. 12° GATE VALVE (MJ X CONCRETE THRUST BLOCKS AS PER 330.2 ELEVATIONS PRIOR TO CONSTRUCTION TOP NEW 10" WM = 15.2 TOP NEW 12" WM = 15.10 CONCRETE THRUST BLOCKS AS PER COR STD DTL 330.2 SCHE41ATIC DETAIL 175 COR STD OTL 330.2 ` `g m OFF S17k eU EX. ALLIANCE PACKAGING BUILDING AND (2) WATER VALVE WATER METERS EX WATER SERVICE OF F FSTT RECORD DRAWING NO W -500B TOP NEW W 6" WM = 15.0 TOP NEW 6" WM = 15.0 ( OINC FPSV "UI401VGL-kJ ON SITE WATER PIAN YA STA 16+51 6 STA 16+51 Q O ' ul PAINT MARKS, NOT FPSV 114GS BUSINESS PARK BUILDINGS 1,2,AND 3. AS -BUILT DATED OCT E%. 24" STORM DRAIN IE = 15.1 +/- EX 8" SS TOP = 15.14 AS -BUILT IKEA PROPERTY INC In m SHOWN ON 19. 1978 TOP NEW 10" WM = 13.6 IE NEW 10" WM = 16.64 ROAD ALAN �N, Rpee z L I " - - j RECORDS) +/ o EX. WATER MA HOLE HYD. W/8' BURY FT. A8-BUl.T NOTE YBRICAL DATUM CFfCI® FOR COMPLIANCE,\W CONTACT: DWIGHT E. SLAION $ z 0 4y _ 2 ( - (2) 45' VERT BENDS MAIN 4;NE5 --' " ER VALVE32 EX ` WATERLINE EASEMENTPROTEC I I EX 12" {{II� (FfI�RO RE 0 N T 6 R_EC.NO 8709020546 WEST SHOWN (P INT UNE NOT ON AS BUILT) LF, ENT AL 15' `jl I 5H N U ) 00 O WATER V RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2047. A BENCHMARK' W. P qe' 2 27 `'& LL 9 31 LF 4+ .6. I_ 12" WATER VALVE 11 CUT -IN WATER FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS AL50 CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL App4oVe4 0Y: Doh A. BMiGHAUSEN CONSULTING ENGINEERS BEFORE YOU DIG - - IV TE STORMDMWITHETHEIIUTIES N PUBUC/PRIVATEAND SEWER SYSTEMS POINT NO. 1864 WAS HELD Appro M fS7pWA TE HGa��� 18215 72ND AVENUE SOUTH KEN. THE OINSTALLED E\. 12' WATER VALVE, I I WATER V VE 3 )TA: 11+35.7 W IW mlW1- W --- I W W 3 /5' -EX 12" WM 11 f/4" VERT BEND LF Q RECIPROCAL INGRESS, NEW 15 FT. WATER EGRESS PARKING MAIN EASEMENT EASEMENTT ,i HYD � W/6' BURRY REC N0.20000228000507 STA: 11+36.01, 6.01 _ r_7 I ' O �eW a3j4-a-I W W �-a3ZiY.,.._ _J WATERLINE EASEMENT REONO.8109020546 W WATER/H W/12" GV - MAINTAIN 7.5' CLEAR SEPARI BETWEEN ATER AND STORM II -w1 12° MJ 12" GATE COUPLING VALVE( FL) 12" MJ O IN COUPLING 3 UTUN ELEV. CONRKT RESMUnON EX WATER ELEVATIONS ARE ESTIMATED. STA 13+35.8 STA 16+90 " .� TEE (FL) Oj O CONTRACTOR SHALL FIELD VERIFY EX. 15" STORM DRAIN IE = 16.7 +/- NEW 15" STORM DRAIN IE = 16.6 +/- 12° GATE VALVE (MJ X ELEVATIONS PRIOR TO CONSTRUCTION TOP NEW 10" WM = 15.2 TOP NEW 12" WM = 15.10 EX FL) SCHE41ATIC DETAIL 175 -�- ^ Wu..�_1F W 4V W y w _3vi -- - - _ $ EX 12" W40 LF3 15' 87 LF / 5 MAIN EASEMENT ® 7 � IKEA I�'B` I�NWSIIDAW�E BUILDING INSTALL OF BACKFLOW PREVENTIO FF EL=25.0 AT PLAN RSHEET TFPSOONBY 0 HERSE FIRE PROTECTION 6r (W 12" SOLID SLEEVES (MJ) 12" X 6" -W - TEE (MJ X FL) 6" GATE VALVE (MJ X FL) F.H SCHEMA 71C DETAIL M3 mP�GHq(tpS�Z s Py. GXT/N0 ENG\N�4c Ed CITY OF RENTON EDEPAPT MENT OF PUBLIC WORKS WATER MAIN IMPROVEMENTS 1"=40' W-384707 R-3847123 fD C4 N 0 to INC L� cr_ TLT w W d (O Z O W U m FINISH GRADE 0- EX. WATER LINEialro Ez. GRADE O IN UTUN ELEV. CONRKT RESMUnON EX WATER ELEVATIONS ARE ESTIMATED. STA 13+35.8 STA 16+90 Oj O CONTRACTOR SHALL FIELD VERIFY EX. 15" STORM DRAIN IE = 16.7 +/- NEW 15" STORM DRAIN IE = 16.6 +/- ELEVATIONS PRIOR TO CONSTRUCTION TOP NEW 10" WM = 15.2 TOP NEW 12" WM = 15.10 EX WATER MANHOLE STA 14+14.6 STA 1 ® O ` `g m REFERENCE CITY OF RENTON EX. 7 STORM DRAIN IE = 76.5 +/- NEW 155"" STORM DRAIN IE = 16.5 +/- ' RECORD DRAWING NO W -500B TOP NEW W 6" WM = 15.0 TOP NEW 6" WM = 15.0 p ON SITE WATER PIAN YA STA 16+51 6 STA 16+51 Q O ' ul 114GS BUSINESS PARK BUILDINGS 1,2,AND 3. AS -BUILT DATED OCT E%. 24" STORM DRAIN IE = 15.1 +/- EX 8" SS TOP = 15.14 AS -BUILT IKEA PROPERTY INC In m 19. 1978 TOP NEW 10" WM = 13.6 IE NEW 10" WM = 16.64 ROAD ALAN �N, Rpee z j XISTING STORM DRAIN (' WEST OF WATER LINE) +/ o EX. WATER MA HOLE m A8-BUl.T NOTE YBRICAL DATUM CFfCI® FOR COMPLIANCE,\W CONTACT: DWIGHT E. SLAION $ z 0 CONI VANAGIrR THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CIN OF RENTON, NAVD 88 TO CRY STANDARDS EX WATER M14HOLE I I EX 12" WA ER VALVE LINE WEST SHOWN (P INT UNE NOT ON AS BUILT) > yj O z I` RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2047. A BENCHMARK' W. P qe' 2 27 `'& LL EX. 12" WATER VALVE NEW CUT -IN 9 FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS AL50 CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL App4oVe4 0Y: Doh A. BMiGHAUSEN CONSULTING ENGINEERS BEFORE YOU DIG - - IV TE STORMDMWITHETHEIIUTIES N PUBUC/PRIVATEAND SEWER SYSTEMS POINT NO. 1864 WAS HELD Appro M fS7pWA TE HGa��� 18215 72ND AVENUE SOUTH KEN. THE OINSTALLED E\. 12' WATER VALVE, I I ll - --- THE DATER Dole FOR ELEVATION, BEING WA 58032 E% 12' DII�iF - - - - III-INIJ1 ELD VERIFYL _ _ - - - - - _ 817 REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) ApOrove4 DMa 4pN.014 CONTACT: ,AY GRUBB. PE _ _ - - _ - LL - - - - - - - - _ - -- - - - _wrw _- - - - - - 8 l_l EX. 12" DI WATER FINISH EEEVATION. O ELEVATION EK ..ELEVATION O X -IN 8 12" IE - 17.6 TOP . 16.9 - X= 6 SS IE = TOP -151 14.6 EW CUT -IN 5 -. NEW CUT -1 3 X - TNG EX: 24 S NEW 30" IE- D IE 14.39 - 14.39 E% f21 DI WA R EX. LINE NEW CUT -I 9 E%, WATER LINE 1Y WM IE = 16 0 n m Om nu rw vl "1 nmN o'$N NamN ^N �H - rvm aHQ nN.�N na Nry1tOV n_rnry+o Q, -_ ,ory 1V N�o OWOo N ry - mP�GHq(tpS�Z s Py. GXT/N0 ENG\N�4c Ed CITY OF RENTON EDEPAPT MENT OF PUBLIC WORKS WATER MAIN IMPROVEMENTS 1"=40' W-384707 R-3847123 fD C4 N 0 to INC L� cr_ TLT w W d (O Z O W U m 9+5D D+00 TF+00 12+00 15+00 14+00 15+00 15+05 17+00 18+00 le UTUN ELEV. CONRKT RESMUnON EX WATER ELEVATIONS ARE ESTIMATED. STA 13+35.8 STA 16+90 Oj O CONTRACTOR SHALL FIELD VERIFY EX. 15" STORM DRAIN IE = 16.7 +/- NEW 15" STORM DRAIN IE = 16.6 +/- ELEVATIONS PRIOR TO CONSTRUCTION TOP NEW 10" WM = 15.2 TOP NEW 12" WM = 15.10 oz ` STA 14+14.6 STA 1 ® O ` `g m REFERENCE CITY OF RENTON EX. 7 STORM DRAIN IE = 76.5 +/- NEW 155"" STORM DRAIN IE = 16.5 +/- ' RECORD DRAWING NO W -500B TOP NEW W 6" WM = 15.0 TOP NEW 6" WM = 15.0 p ON SITE WATER PIAN YA STA 16+51 6 STA 16+51 Q O ' ul 114GS BUSINESS PARK BUILDINGS 1,2,AND 3. AS -BUILT DATED OCT E%. 24" STORM DRAIN IE = 15.1 +/- EX 8" SS TOP = 15.14 AS -BUILT IKEA PROPERTY INC In m 19. 1978 TOP NEW 10" WM = 13.6 IE NEW 10" WM = 16.64 ROAD ALAN �N, Rpee z j CONSIpOHOCKE420 AS -BUILT DATED: 72 -15 -ton 3P�atS pg PA 19428 o d m A8-BUl.T NOTE YBRICAL DATUM CFfCI® FOR COMPLIANCE,\W CONTACT: DWIGHT E. SLAION $ z 0 CONI VANAGIrR THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CIN OF RENTON, NAVD 88 TO CRY STANDARDS 4 CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT ANO RIM `< P (610 834-0180; MUL 303-549-4623 z CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND App4o e4 M Dole E: ONG TsuTx 0zeamu > yj O z I` RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2047. A BENCHMARK' W. P qe' 2 27 `'& LL 0= r FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS AL50 CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL App4oVe4 0Y: Doh A. BMiGHAUSEN CONSULTING ENGINEERS BEFORE YOU DIG IV TE STORMDMWITHETHEIIUTIES N PUBUC/PRIVATEAND SEWER SYSTEMS POINT NO. 1864 WAS HELD Appro M fS7pWA TE HGa��� 18215 72ND AVENUE SOUTH KEN. THE OINSTALLED z THE DATER Dole FOR ELEVATION, BEING WA 58032 817 REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) ApOrove4 DMa 4pN.014 CONTACT: ,AY GRUBB. PE +- (425)251-6222 mP�GHq(tpS�Z s Py. GXT/N0 ENG\N�4c Ed CITY OF RENTON EDEPAPT MENT OF PUBLIC WORKS WATER MAIN IMPROVEMENTS 1"=40' W-384707 R-3847123 fD C4 N 0 to INC L� cr_ TLT w W d (O Z O W U m co co N O 0 I=) 14 .c G cz i 3 z CONNECT DOMESTIC WATER TO BUILDING r PLUMBING. CONFIRM DIAMETERS AND I LOCATION WITH BUILDING PLUMBING PLANS II VIII: 3 p . 20 ., :, p. �_�- �� z CONNECT DOMESTIC WATER TO BUILDING r PLUMBING. CONFIRM DIAMETERS AND I LOCATION WITH BUILDING PLUMBING PLANS . 3 p i. SC4ZZ" 1 = Z', FT 25 z CONNECT DOMESTIC WATER TO BUILDING r PLUMBING. CONFIRM DIAMETERS AND I LOCATION WITH BUILDING PLUMBING PLANS ❑1 8" WET TAP 1-8 GATE VALVE (FL X MJ) CONCRETE THRUST BLOCKS AS PER COR STD DTL 330.2 ❑ 8" CL 52 DI LENGTH AS NOTED 0 1- 8" X 6" TEE (MJ) I- 6" GATE VALVE (FL X MJ) 1-8" MJ PLUG 1- 6" CL 52 DI SPOOL 3 FT MIN 1- F.H. ASSY. AS PER COR STD DTL 310.10 CONCRETE THRUST BLOCKS AS PER COR STD DTL 330.2 ®CUT -IN EXISTING WATER MAIN. ® 4- RPBA AND HOTBOX AS PER 1- 12" X 4" TEE (FL) COR STD DTL 350.2. SEPARATE 2- 12" GATE VALVES (FL X MJ) PERMIT 2- 12- SLEEVES (MJ) 9 NOT USED 1-4 GATE VALVE (MJ) ❑ CONCRETE THRUST BLOCKS AS PER CDR STD DTL 330.2 ❑S 4" CL 52 DI LENGTH AS NOTED ©3" WATER METER AS PER COR STD 10 NOT USED DTL 320.4 3" X 4" COUPLES AND ADAPTORS AS REQ'D. ❑4" BYPASS LINE, PIV ETC ALL PER 11 NOT USED COR STD DTL 320.4 12 EXISTING VALVE MANHOLES, VALVE BOXES TO BE ADJUSTED TO MATCH FINISH GRADE ELEVATIONS (TYPICAL) 13 2" WATER METER AND SERVICE AS PER COR STD DTL 320.3 (METER SUPPLIED AND INSTALLED BY COR) FOR LANDSCAPE IRRIGATION SERVICE. WITH 2" DOUBLE CHECK VALVE ASSY AS PER COR STD DTL 340.8 LOCATE ON IKEA PROPERTY (SEE LANDSCAPE SHEET L-16) q EXISTING (2") DOMESTIC METER AND SERVICE TO DEMOLISH AS A PART OF PHASE 5. COORDINATE WITH CONSTRUCTION MANAGER AND COR PUBLIC WORKS DEPT. INSTALL PLUG/BLIND FLANGE AT VALVE NEXT TO MAN CE PLANTER HOTBOX MODEL HB3E-A. (AHEAD OF SECTION CUT) (29) 8 MP 1 3' WIDE VAULT LID { -' 4'-8- VAYLT WIDTH Ij �ATER METER VAUL 6 } CornT/nN R" 4" 4" PIV (BLUE) 15' \ FiT j CURB SCHEW71C`iDI�EEMIL "A' oCi V. . i. SC4ZZ" 1 = Z', FT PROPOSED 15 FT. WATER MAN EASEMENT � ' L. ,' FINISH GF kDE O ' Itn.LSJ•7,Stn44J7i•� '' M� __+` 'G/� I __ I� �■11 r_I 1 ,I♦ III■ ■ II 9 EX. WATER 12 EX. WATER MANHOLE �. _� _ ►�'= �i�i o �� o ( nihil �'l! WATER LINE MANHOLE ii - LI EX. WATER AVNH LE _ .YI DR � _ 2 ❑1 8" WET TAP 1-8 GATE VALVE (FL X MJ) CONCRETE THRUST BLOCKS AS PER COR STD DTL 330.2 ❑ 8" CL 52 DI LENGTH AS NOTED 0 1- 8" X 6" TEE (MJ) I- 6" GATE VALVE (FL X MJ) 1-8" MJ PLUG 1- 6" CL 52 DI SPOOL 3 FT MIN 1- F.H. ASSY. AS PER COR STD DTL 310.10 CONCRETE THRUST BLOCKS AS PER COR STD DTL 330.2 ®CUT -IN EXISTING WATER MAIN. ® 4- RPBA AND HOTBOX AS PER 1- 12" X 4" TEE (FL) COR STD DTL 350.2. SEPARATE 2- 12" GATE VALVES (FL X MJ) PERMIT 2- 12- SLEEVES (MJ) 9 NOT USED 1-4 GATE VALVE (MJ) ❑ CONCRETE THRUST BLOCKS AS PER CDR STD DTL 330.2 ❑S 4" CL 52 DI LENGTH AS NOTED ©3" WATER METER AS PER COR STD 10 NOT USED DTL 320.4 3" X 4" COUPLES AND ADAPTORS AS REQ'D. ❑4" BYPASS LINE, PIV ETC ALL PER 11 NOT USED COR STD DTL 320.4 12 EXISTING VALVE MANHOLES, VALVE BOXES TO BE ADJUSTED TO MATCH FINISH GRADE ELEVATIONS (TYPICAL) 13 2" WATER METER AND SERVICE AS PER COR STD DTL 320.3 (METER SUPPLIED AND INSTALLED BY COR) FOR LANDSCAPE IRRIGATION SERVICE. WITH 2" DOUBLE CHECK VALVE ASSY AS PER COR STD DTL 340.8 LOCATE ON IKEA PROPERTY (SEE LANDSCAPE SHEET L-16) q EXISTING (2") DOMESTIC METER AND SERVICE TO DEMOLISH AS A PART OF PHASE 5. COORDINATE WITH CONSTRUCTION MANAGER AND COR PUBLIC WORKS DEPT. INSTALL PLUG/BLIND FLANGE AT VALVE NEXT TO MAN CE PLANTER HOTBOX MODEL HB3E-A. (AHEAD OF SECTION CUT) (29) 8 MP 1 3' WIDE VAULT LID { -' 4'-8- VAYLT WIDTH Ij �ATER METER VAUL 6 } CornT/nN R" 4" 4" PIV (BLUE) 15' \ FiT j CURB SCHEW71C`iDI�EEMIL "A' oCi V. REFERENCE CITY OF RENTON RECORD DRAWING NO W-5008 ON SITE WATER PLAN BENAROYA BUSINESS PARK BUILDINGS 1,2,AND 3. AS -BUILT DATED OCT 19, 1978 AS -BOLT NOTE THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAN SYSTEMS, FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BEFORE YOU DIC. FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. THE ON-SITE PRIVATE STORM DRNNAGE FACILITIES AND PUSUC/PRNATE WATER AND SEWER SYSTEMS p� WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD VII REVISIONS AND FUNCTION AS INTENDED. , , , , !" r . a.w_, AS -BUILT IKEA PROPERTY y S. c 420 ALAN WOODROADG14AV(� AS -BUILT DATED: 12-15-2017 �P 6I AS 6B CONSHOHOCKEN, PA 19428 VERnCAL DATW F ti� CONTACT: DWIGHT E. SLATON Y CITY OF RENTON, NAVD 88 TO CITY STANDARDCONSTRUCTION MANAGERB P: (610) 834-01Wa ccu M -549-46n Apprp Ory: Date E: �TRebusg'n a„ CITY BENCHMARK: EERENTON CONTROL Approved Nr: Date z] o ¢� ENGINEER. ,p f S1E0.E \�'v 1821G5 ]2ND CON AVENUE SOUTH ENGINEERS 'A 9 POINT N0. 1864 WAS HELD Approved 6Y Date 9j0NgL EHG /�'' % FOR ELEVATION, BEING WA 98032 r%N INE 19.488 FEET (NAVD88) AppmwXI by, Date �,CONTACT: JAY GRUBB, PE OENG (425)251-6222 073 u CITY OF RENTON [DEPARTMENT Of= PUBLIC WORKS WATER MAIN IMPROVEMENTS i.=AKI. W-384708 R-3847124 07 N O Z> mw H ir Lu Ll 0 9 O z O 3 W U m . i. SC4ZZ" 1 = Z', FT PROPOSED 15 FT. WATER MAN EASEMENT L. FINISH GF kDE O 9 EX. WATER 12 EX. WATER MANHOLE E%. GRADE ® WATER LINE MANHOLE ii - _ - EX. WATER AVNH LE _ _ 2 NEW CUT -I 1 EX. ATER VALVE O (NO SHOWN ON III EX. 12" WATER VALVE EX. 120 -WATER VALVE _ - _ ASB _ ILT - _ ) _ _ 12" EX.- D (EIEC- VERIFY) _ - _ - EX. - - 12" UI (FIELD V IFY) _ - _ - - - - - _ _ _ _ _. _- _ _ -D - - - _ - - _ - - I- _ _ %ING7NEW 15 SO iE = 1]15. 185D IE=1].912 SDIE = 161 WM TOP = 151 E . 12"x 6" TEE, 12 WM TOP = 15112 12" DI TER EX IY DI WM TOP 151 FINISH ELEVATION ®f2" E%. WATER UNE CUT -IN❑,.., E% ELEVATION 6 GV TOE%. - WATER LINE '.. NEW CUT IN® EX. WATER LINE T HYDRAN a oNr ma nNsN MryoN mN°pt�`• mOO ,O�Or _ "' as m$�Nry " m^air vE l m - bom P O$ m 04 N-gN NaN N-o(J OO NN _ 0 1V O O ry Oy, OM 0mo REFERENCE CITY OF RENTON RECORD DRAWING NO W-5008 ON SITE WATER PLAN BENAROYA BUSINESS PARK BUILDINGS 1,2,AND 3. AS -BUILT DATED OCT 19, 1978 AS -BOLT NOTE THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAN SYSTEMS, FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BEFORE YOU DIC. FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. THE ON-SITE PRIVATE STORM DRNNAGE FACILITIES AND PUSUC/PRNATE WATER AND SEWER SYSTEMS p� WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD VII REVISIONS AND FUNCTION AS INTENDED. , , , , !" r . a.w_, AS -BUILT IKEA PROPERTY y S. c 420 ALAN WOODROADG14AV(� AS -BUILT DATED: 12-15-2017 �P 6I AS 6B CONSHOHOCKEN, PA 19428 VERnCAL DATW F ti� CONTACT: DWIGHT E. SLATON Y CITY OF RENTON, NAVD 88 TO CITY STANDARDCONSTRUCTION MANAGERB P: (610) 834-01Wa ccu M -549-46n Apprp Ory: Date E: �TRebusg'n a„ CITY BENCHMARK: EERENTON CONTROL Approved Nr: Date z] o ¢� ENGINEER. ,p f S1E0.E \�'v 1821G5 ]2ND CON AVENUE SOUTH ENGINEERS 'A 9 POINT N0. 1864 WAS HELD Approved 6Y Date 9j0NgL EHG /�'' % FOR ELEVATION, BEING WA 98032 r%N INE 19.488 FEET (NAVD88) AppmwXI by, Date �,CONTACT: JAY GRUBB, PE OENG (425)251-6222 073 u CITY OF RENTON [DEPARTMENT Of= PUBLIC WORKS WATER MAIN IMPROVEMENTS i.=AKI. W-384708 R-3847124 07 N O Z> mw H ir Lu Ll 0 9 O z O 3 W U m (p (o BACK CURB) F.H. ASSEMBLY y44 Moo • p ocs M. (MJ) A O p p. p 0 LOLO W mG, pp p•i fl Nm TI; p CI'EUC® FOR CONPLIAHCE ti O CIN OF RENTON, NAVD 88 ¢WL F o_ Z CFF " t p❑fl NOT TO SCALE WUN' O Approml Cry: Date J GB 7 RAIN GARDEN OUTLET A WET POND OUTLET B p❑p ENGINEER: CITY OF RENTON CONTROL APprove0 by-. w CB 24 POINT 1864WAS HELD 1 SHEET WET POND OUTLET A f 7OgAL ENA Alt 18215 D AVENUE SOUTH KENT, FOR ELEVATION, ❑p ROW AS PER _\-� DEEDS& Approved 6. — F ❑1 NOT USED Q NOT USED MATCHLINE: SEE SHEET C1.7-5 A N m CB 86 CB 67 CB 5./ CB 5 CB 29 ©NEW FIRE HYD ASSY. CB pp ( pj ❑ LLII m J 68 6 WATER re m —1 V I LI L./ v LI v A I I I I 11 U U U U BACK CURB) F.H. ASSEMBLY 6 90' BEND Moo • p ocs M. (MJ) A O p p. p 0 mwC� ❑ ❑ mG, pp p•i fl Nm ❑ ❑ p CI'EUC® FOR CONPLIAHCE ti O CIN OF RENTON, NAVD 88 GB 70 1 o_ p❑p� 9 8 p❑fl NOT TO SCALE WUN' Approml Cry: Date GB 7 RAIN GARDEN OUTLET A WET POND OUTLET B p❑p ENGINEER: CITY OF RENTON CONTROL APprove0 by-. p❑p CB 24 POINT 1864WAS HELD 1 SHEET WET POND OUTLET A f 7OgAL ENA Alt 18215 D AVENUE SOUTH KENT, FOR ELEVATION, ❑p ROW AS PER _\-� DEEDS& Approved 6. Dole 4 WATERU I _• RFCML8109020546 (425)251-6222 N V V V P V V re m —1 V I LI L./ v LI v A I I I I 11 U U U U L WET POND INLET A \\15 POWER EASEMENT \ &WATERLINE EASEMENT REC.N0.8109020546 I 82 1—T HYDRANT 1 ®1 - FH ASSY PER COR STD DR 310.10 (3 FT CLR OF BACK CURB) CONCRETE THRUST BLOCKING PER COR STD OTL 330.2 �5 1 - 10" MJ PLUG AT GATE VALVE. z 0 N HYDRANT TO FACE LIND AVE SW. REFERENCE CRY OF RENTON RECORD DRAWING NO W-474 LIND AVE LID 0302 WATER PLAN 70+50 TO 91+13.18 SHEET W4 OF 9 AS -BUILT DATED 6-30-78 A8 -BUILT NOTE: THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CONSULTING ENGINEERS MID HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON MCI NORTHWEST CONSTRUCTION IN AUGUST 2017. A BEFORE YOU DIG FIELD ME ONUS RVAABY TE BARGHAUSEN DRAINAGE FACNTIES ENGINEERS AND P BLIC/PRNVATE WATER INNDUCTED OCTOBER STEWER SYSTEMS IZO pH4WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD V11 REVISIONS AND FUNCTION AS INTENDED. ❑❑ BACK CURB) F.H. ASSEMBLY 6 90' BEND Moo • p ocs M. (MJ) A O p p. p 0 mwC� ❑ ❑ mG, pp p•i fl Nm ❑ ❑ p CI'EUC® FOR CONPLIAHCE ti O CIN OF RENTON, NAVD 88 GB 70 L WET POND INLET A \\15 POWER EASEMENT \ &WATERLINE EASEMENT REC.N0.8109020546 I 82 1—T HYDRANT 1 ®1 - FH ASSY PER COR STD DR 310.10 (3 FT CLR OF BACK CURB) CONCRETE THRUST BLOCKING PER COR STD OTL 330.2 �5 1 - 10" MJ PLUG AT GATE VALVE. z 0 N HYDRANT TO FACE LIND AVE SW. REFERENCE CRY OF RENTON RECORD DRAWING NO W-474 LIND AVE LID 0302 WATER PLAN 70+50 TO 91+13.18 SHEET W4 OF 9 AS -BUILT DATED 6-30-78 A8 -BUILT NOTE: THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CONSULTING ENGINEERS MID HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON MCI NORTHWEST CONSTRUCTION IN AUGUST 2017. A BEFORE YOU DIG FIELD ME ONUS RVAABY TE BARGHAUSEN DRAINAGE FACNTIES ENGINEERS AND P BLIC/PRNVATE WATER INNDUCTED OCTOBER STEWER SYSTEMS IZO pH4WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD V11 REVISIONS AND FUNCTION AS INTENDED. ❑❑ BACK CURB) F.H. ASSEMBLY 6 90' BEND ❑ ❑ • p ocs (MJ) SHACKLE ALL PIPES AND HYDRANTS TO VALVE AT MAIN O p p. p 0 ❑ ❑ JCB AS -BUILT DATED: 12-15-2017 AS REQUIRED ❑ ❑ VERTICAL DATUM -Q CI'EUC® FOR CONPLIAHCE 2- SHACKLE O CIN OF RENTON, NAVD 88 CB ALL PIPES AND o_ SCHEA/AT/C OETALL 9 8 VALVE AT NOT TO SCALE WUN' Approml Cry: Date CB 37 RAIN GARDEN OUTLET A WET POND OUTLET B ENGINEER: CITY OF RENTON CONTROL APprove0 by-. SEE SCHEA(4T/C OETA/L A TH/ CB 24 POINT 1864WAS HELD 1 SHEET WET POND OUTLET A f 7OgAL ENA Alt 18215 D AVENUE SOUTH KENT, FOR ELEVATION, 15' POWER EA?&[QTJM B- ROW AS PER _\-� DEEDS& Approved 6. Dole 4 WATERU I _• RFCML8109020546 - WATER VALVE SSMH-1 EX 10" WM 8 0 ID AVENNL{r�7a SW --------------------------------------------- T EX 16" WM 1 --et 11 w _... WM _L I I \ RIT, ■ I I 'o o lilt GENERAL NOTE: G NOT USED 1 CB 26 D Y I J 2. NOT USED Ca 38 3. INSTALL CONCRETE PADS AROUND ALL EXISTING AND NEW HYDRANTS AS PER CITY STD PIAN 310.1 K 4. NOT Useo 0 T I II M I 1 i a oD� EXISTING 0 0 8" FIRE SERVICE (0310105) / 2" IRRIGATION SERVICE (0230842) 0 o 2" DOMESTIC SERVICE (0250841) SSMH-J ______ __S __ FIRE H _ NEW YD r"1 w EX 16" WM T w�W ASwY_-.- Z _' Z EX 6" GATE VALVE (MJ X FL) ® 1 - 10' z 6" REDUCER (MJ) 12" X 6" '���— 2- SHACKLE RODS EACH ALL PIPES AND 1 - 6' GATE VALVE (MJ) © SW 41ST E TEE (MJ X L HYDRANTS TO VALVE AT MAIN. 2U SHACKLI CIL 52 E E RODS EACH ALL PIPES AND - 6" BEND (MJ) FI-) HYDRANTS TO VALVE AT MAIN. 10 LF 6"" D DI CL 52 SHACKLE RODS J EXIST 16 SCHEAMW OETA/L A NOT TO SCALE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS WATER MAIN IMPROVEMENTS IKEA REDEVELOPMENT, RENTON, WA CFB I__. _.._ .___ 1 - FH ASSY PER COR STD DTL 310.10 (3 FT CLR OF BACK CURB) F.H. ASSEMBLY 6 90' BEND CONCRETE THRUST BLOCKING PER COR STD DR 330.2 (MJ) SHACKLE ALL PIPES AND HYDRANTS TO VALVE AT MAIN 6" DI LENGTH 7E] AS -BUILT DATED: 12-15-2017 AS REQUIRED CONSHOHOCKEN, PA 19428 VERTICAL DATUM CI'EUC® FOR CONPLIAHCE 2- SHACKLE RODS EACH CIN OF RENTON, NAVD 88 ALL PIPES AND o_ SCHEA/AT/C OETALL HYDRANTS TO VALVE AT NOT TO SCALE WUN' I� EXIST 10" W-384709 R-3847125 CID co N O Lo I Z O D W 0 m AS—BUILT IKEA PROPERTY INC 420 ALAN WOOD ROAD AS -BUILT DATED: 12-15-2017 3P f A 9 CONSHOHOCKEN, PA 19428 VERTICAL DATUM CI'EUC® FOR CONPLIAHCE CONTACT:GHT E. SL TON CIN OF RENTON, NAVD 88 TO CITY STANDARDS o_ CON IO IrR P: (610) 834-0181. CELL 303-519-4623 Approml Cry: Date E: DW TSIA7atJ4eU[CM ENGINEER: CITY OF RENTON CONTROL APprove0 by-. Date 26527 ¢ fSfCIS1E4E� 4`y BARGHAUSEN CONSULTING ENGINEERS POINT 1864WAS HELD Approved 6Y pate f 7OgAL ENA Alt 18215 D AVENUE SOUTH KENT, FOR ELEVATION, 9W3� 19.488 FEET (NAVD88) Approved 6. Dole /Iy CONTACT: JAY GRUBB, PE (425)251-6222 I� EXIST 10" W-384709 R-3847125 CID co N O Lo I Z O D W 0 m wz Y OE 3 z V_ �1 v MF.1 WAy a' E= SO 4® '1, 0 a k q � O �g Iy F O Omnwc wAER USE PLM, OR BOUND. LLTµ 38 IT WITHOUT CROUTW.iLL MR. PoVpW WG ONE BUND AAN6E ON MP MN 21AP R YH1G ONE RIND R ON 4pYfp, DIES OUR NUM AM" 2' TO B S RNF9PARY BLM-OT 1WtlRMM1 NOW A, EYING WATER ONE EpBDNG WATER LINE FINAL caIJON DETu NDu Ru T[SPMc, CIE a BY DRYING. AND oyMErnw. REM]42 TtMP BFIX:( Y VOW -ORE k CONNECT MM suams: (IU) a AC wFURS RIw cpMlsciUP BY COF AUN(M "MAIN WATER LINE 4 PUBLIC WORES CONNECTIONTO WATER MAIN CUT MRD. PIN1W In III DEPARTMENT IN-LINE TEE & ONE VALVE MARCH 2010 A A LAM AM L� VALVE BOX LID WISH EARS IN CRESTION OF 2" SQUARE _ WATER MAIN AND WORD OPERATING NUT WATER" CAST INTO a 12' MIN, 18' MAX. Al* CONCRETE COLLAR FOR IS, VALVES IN PAVED AREAS 4-1/4° DIA. 1/8 MIN. TUNDOMPS5 SEE DETAIL �— 2 PIECE CAST IRON VALVE BOK, RICA -SEATTLE TYPE 1 STEEL OR OLYMPIC FOUNDRY LENGTH AS REQUIRED' 1/B" MIN THICKNESS 2-1/4" INSIDE MEASUREMENT 2 -TELL" DEPTH VALVE OPERATING BUT .SECTION A -A EXTEMSWgi VALVE 012ERADON NUT EXTENSION NOTE EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG ONLY ONE EXTENSION TO BE USED PER VALVE NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PANT VAUUF MARKER N01'FS VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO. BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS 33 59T MIN, IWHITE T 1 YYYYYL l %-Y., I In 1 VALVE MARKER POST (_ryr`1 PUBLIC WORKS VALVE BOX, MARKER & OPERATING ' PSP - =I��yS��J' DEPARTMENT NUT EXTENSION NATION 2OIU SMALL K FIVE EVER OI,H STEP BY flPILON FIRE OEPAAIMffli FIRE HYDRANT EXifNAM iG BE V4y F. REWIRED MIN. ,B• 10 m' SSM BACii OF OURS OR iT BF411NO.BACK OF 3i SKWMX FIAT IS ADJACENT TO m .CUES' x 5• STCR2 ONE-PIECE CAST IRON VALVE BOX WIN LUC 5'NS+6• THICK CONCRETE PAD ARWID TWE COVER. EQUAL TO OLYMPIC FOUNDRY HYDRANT FINISH TO MATCH BEAR ADS, STANDAW 8' TOP SEC¶ON RIM REGULAR E%PPNypI JgNi AL bTLllbl 1£NC1X 10 FIT YANK NUT EKTENS 2'� O BACK OF 4UERALK. AS REWIRED �PAISREIE SICEWNK /� RAI¢p PAVEMENT MAW R TYPE / IXi PLANING SKIP STIMSGIIITE TVP -WAY BLUE RPiI£ W MIN COVER CONCRETE BL9CKWC C) CONCRETE THRUST BLOCK MAN/ LINE ThE NTH 6" FLAN2 WE OVAET. V RATE VALVE Q'I X MUS AWNA C-54%). REALIENT SEAT V DUC NLE IRON PIPE LASS 52 PRINT OHM DRAIN TO NT 2-3/4` DEAR-TT:H STIED. IIF RCOS. fi• v O' x 4 MINI4ON \_i/2 YAM OF 1-1[! WASHED DRAW ROES CONGRFR ER HYD ABOVE 8001 FLAMBE PLACE 0 AAML BLOCK UNDER HYDRANT FOLYEMYIENE FILM AROUND TOP AND 506 OF ORAVFL. FIRE: HYDRANT ASSEMBLY LEVEL µ1 GRIUGI //r IEVD, ALL GPWND / MIN 3' RADIUS RMUS.. II�R-yl i %a" R0 QB , eQ CUT� B" CONCRETE Pao s' caxeFETE PAD CUELL HYDRANT LOCATION IN CUT OR FILL PUSI.TE WORK$ FIRE HYDRANT ASSEMBLY SM. PLAN - 3101 DIiPARTMENT MARCS 2230. 120 VOLT ELECTRICAL OUTLET FOR MEAT TAPE INSTALL HEAT TAPE FOR FREEZE PROTECTION r CENTER BACKFLOW PREVENTER IN g o REDUCED PRESSURE ENCLOSURE BACKROW ASSEMBLY U. (RPBA) fMr- OF MIN. W o 3- MIN, In 3" MIN INSULATED ENCLOSURE "HOT BOA".Wt EQUAL 3/8" X 4' ANCHOR BOLTS PER MANUFACTURER !A MIN. CONCRETE: SLAB 2 UNION - FINISHED 7 RADL FINISHED' N GRADE In r2P 4 TTVp DRAIN yz SEE NOTE 4 6" MINIMUM SLEEVE MCC DRAFT GRAVEL- - ES CONNECT TO WATER MATER ADJACEN IMMEOIIEFF T' TO RPBA— ROW --� MATALLEO PER UPP'D. i0 OWNERS ELECTRICAL PANEL FRONT VIEW MATERIAL PER UPC DIRECT BURIAL OR IN RIGID (SIZE /JS PEO} CONDUIT PER ELECTRICAL Vera RDE SIDE VIEW PERMIT REQUIREMENTS, NOTES: 1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA's) MUST SE LISTED ON LATEST LIST OF BACKROW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION. IN WASHINGTON STATE", PVSL154M BY STATE. Di WASHINGTON DEPARTMENT OF HEALTH, 2. ME GAMER/APPUCANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF ME INSTALLATION OF THE RPBA AND PIPING THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE RPBA AND ALL PIPING. AND APPURTENANCES SHOWN ON THIS PLAN. 3, ME RPBA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION. AFTER REPAIRS AND ANNUALLY THEREAF ER AT OWNERS EXPENSE. A COPY OF THE LEST REPORT SHALL BE SENT US FAXED TO CITY O RENTON WATER UTILITY ENGINEERING DEPT. ATTN. WATER UTILITY CROSS-CGNNECNON CONTROL SPECIALSIT. FAX NO. 425-430-7241. 4. .DRAIN SHALL BE SIZED IN ACCORDANCE WITH AIWA CROSS CONNECTION CONTROL MANUAL STANDARDS 3" DRAIN FOR Y OR SMALLER KEYS. 4' DRAIN FOR 1,5' TO 2" RPBgs, 6' FAR 31RPEA's,. 5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE. WATER METER. Fe)'UBUC INDRT6 REDUCER PRESSURE BACKFLOW Sm. PWT 350.2'2 DEPARTMENT ASSEMBLY IN HOT BOX MARCH YOLQ AS—ERCT NOTE THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY SARGHAUSEN CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BEFORE YOU DIG OBER 2017. TIHEDONU�E PRIVATE STORM DRAINAGE TFACIUING TIES AND UBLIC/PRNATEAND SEWERGINEERS WAS ALSO CONDUCTED SYSTEMS GM.5E WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD 2 511 REVISIONS AND FUNCTION AS INTENDED. VBi11CAL DATIM CITY OF RENTON, NAVD 88 OB4aHwu CIN OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) REMPER SPALL K DRUNK BEAD FT IW (DP Pu AM S AUDII(�N� CSNMLMCAnox (PVN) OST yL W AM FT. TPE (NE). l¢]fR WBT BfAO N AM FT. sP NOR sEcmC n .• AO' leD IND ar Ino AN) NEPAL, N hs] rCE SUIT A AE' EI§ / AT WAVE Am 2- SON li DOVE (TIMKEN = ia_ \ —_. STATED T SEE AS vM I I / lKY.ALASKA MANNAR MOV NomIIX� 'e S MR W,yBMS S V AAL ALI SWM•,- IFNM mQ� DWMMM To LID WW NAMEDM 1 I PLATE COYFA TS ISS $" WA FRONT E I U roK ISSUE R $ FRONT EDCF WR D I%. N KAMMIr� 10 FfXT CPVFEh W SSM FEEL m) MaRYN 10 M1F MAT COVER AIEOL gNEx811MS -YY 11 ro MAE Van OR UNITY s.]'aAwm PV.]EVAULu� v]Wh MODEL rine RAPD e mRah LLh I�L�L1 MOU ra SM SREAD FIT MY RM MME TM NLQ CIS AM ANNE BON, SD s4, N.: N� M. LAN W CVYVC FAIOpY DJ. TmW ronOLev D. ala WR r NDP. `n Elkin ro n' CII An SOME) aVART AMSRAM IIS APTAE Esau m0 suss u s e - WATER � AD EWN SMY >Arsly gpgLp F' vN N"AM ROOMPARK '— Ix' ARaMe SENSUS OMNI -C2 SM IF EXAL O �� m NNDNR Kamm CAPE 32 UNION TOAPRT. N TO IA£ MtliT a SDRM RMP F&MIAMIM9TVRMN(� I MNAIBIL ShSL �r G A' FT[mc IIMMLgD FLET/Ra lErz Tav YMF 4W¢.1i TIRAsUPPa(I tVMaMA roWT>.M+uAt' KM RAR MM PA" RaR d1AC ST NDRAVALUED ON APPROVED MAL VENETIAN NOTES. ALL IEIER•u AND MUNCIE PS'kNTIW PENCE MO An 2 ARE NOT SHOWN CW OUDEo IN THE STANDARD DETAIL SUADPG R YOUR PMM'ULM CONE TON IS NET WOW AN APPROVED MAIN O Ml S REQUIRED BM UTILITY EN EERNO PERU MAX ITS W ME NMC/ NdX RECA IND ADLT azaD ARE THE LEARN Of PnM OR ROW CLEARANK FROM ITS VAULT WNL; VCH Si BE A UNION a' If /ROM THE AD$ AND SOL NCS MOULD S AS TONNUMLY OMAN Oi THIS WANTS STANDARD DETAPSj NOVV: DEADMA BURNS MLL RENTON) AND INSTALLED CO n KIDSAPNN 4NIRRt MT UWSW"M EMM SO. A5 A SUPPORT THE L PUBLIC WORKS 3", 4"& 6" COMPOUND DOMESTIC SM' PLAN- 320.4l`\1.�1��/ DEPARTMENT WATER METER ASSEMBLYC NOTES: CONTRACTOR SMALL PROVIDE AND INSTALL A FEBCO RPBA MODEL 3 LF860-DOSY OR APPROVED EQUAL CONTRACTOR SHALL PROVIDE AND INSTALL HOT BOX® HB3E-AL ENCLOSURES W/1500 WATT HEAT OR APPROVED EQUAL. IKEA PROPERTY INC PL@ 420 ALAN WOOD ROAD CONSHOHOCKEN. PA 19428 Ap CONTACT: DWIGHT E. SLATOI CONSTRUCTION MANAGER P: (610) Bat -01M CELL 303-519-4623 M E: DW .Mi eTl]1SKEe n'u ENGINEM, BARGHAUSEN CONSULTING ENGINEERS WG�� ELL 182115 72 O AVENUE SOUTH KENT, WA 32 )✓ CONTACT: JAY GRUBB. PE (425)251-6222 MAWR SM IF EXAL O �� m NNDNR Kamm CAPE 32 UNION TOAPRT. N TO IA£ MtliT a SDRM RMP F&MIAMIM9TVRMN(� I MNAIBIL ShSL �r G A' FT[mc IIMMLgD FLET/Ra lErz Tav YMF 4W¢.1i TIRAsUPPa(I tVMaMA roWT>.M+uAt' KM RAR MM PA" RaR d1AC ST NDRAVALUED ON APPROVED MAL VENETIAN NOTES. ALL IEIER•u AND MUNCIE PS'kNTIW PENCE MO An 2 ARE NOT SHOWN CW OUDEo IN THE STANDARD DETAIL SUADPG R YOUR PMM'ULM CONE TON IS NET WOW AN APPROVED MAIN O Ml S REQUIRED BM UTILITY EN EERNO PERU MAX ITS W ME NMC/ NdX RECA IND ADLT azaD ARE THE LEARN Of PnM OR ROW CLEARANK FROM ITS VAULT WNL; VCH Si BE A UNION a' If /ROM THE AD$ AND SOL NCS MOULD S AS TONNUMLY OMAN Oi THIS WANTS STANDARD DETAPSj NOVV: DEADMA BURNS MLL RENTON) AND INSTALLED CO n KIDSAPNN 4NIRRt MT UWSW"M EMM SO. A5 A SUPPORT THE L PUBLIC WORKS 3", 4"& 6" COMPOUND DOMESTIC SM' PLAN- 320.4l`\1.�1��/ DEPARTMENT WATER METER ASSEMBLYC NOTES: CONTRACTOR SMALL PROVIDE AND INSTALL A FEBCO RPBA MODEL 3 LF860-DOSY OR APPROVED EQUAL CONTRACTOR SHALL PROVIDE AND INSTALL HOT BOX® HB3E-AL ENCLOSURES W/1500 WATT HEAT OR APPROVED EQUAL. 11-1/4' BEND 22-1/2' SEND 45' BEND f. v.A CAP TEE 90' BEND nBrySi BMR% MAEUND AREA IN MARK FEET USE PURIST FDA HORMORTACDOWNWARD) ASCII BENDS MIN OUT M ANN COMPACT MIND CPNPAR NUT ttRFK1 R B m T4 CAP'PR KUO R$SEp BBIP ftE TAP DR RUP n33 T* STIP TZ CM LR'KVO eD$$NII/$' 1 11 1 11 Ll MCAs GILAuhD CN ]N P= PaeSVIC4-P' NN. ENON MAR WATERT i IngTITIAN "I 4-a MR. mm FOR MA MM a NO CAMAi A. MAX. Pmn S DRAIN SECS NO as DLmI OF raxai MN NLKNT PP TBNsi PUMP Tin PD PIPC 4 va SUNNI FEET amroV vAr inn � NI 1. AS Ary) A$ Y BLCGMa FDP TIRE uBCIIt MON! 1$4A AMS OR SM. IPE$ MFREx VAN SHOW MALL S DOWNWARD AT ME a6Md $ NL NOMRA SINN S PDFED IN SORE MNAWT WolsnM@f0 NATIVE CARAT I All FOAMED THAVIST SLOWS MNL BE BMI DIM PERM M WY PSMWF4 IESINC SHAL aw AMTS wNAET: HAS "MORE) mw Exam a SPANISH 4 ALL B.W]NP SANL A CONCRETE OL 511 1AR, 8 AIXMMD AGAINST MIIN88 SMALL NM AGARAFT ONE ERE T PTIDM &MFM{ AREA CtlS9MIE SLIT SHALL NOM COLIX OR VIf10Y BELL END; LORD BhT9 TOR ti.MDS MN ADDING T] BLY.Ts AND TLANK PULL S PPANfO. PUBLIC WORKS CONCRETE BLOCKING FOR STD. PIAN - 530,2 DEPARTMENT HORIZONTAL AND DOWNWARD VERTICAL BENDS MARCH 2010 CITY OF RENTON 1E)EA'AFHTMENT" OF PUBLIC WOFi WATER NOTES AND DETAILS IKEA REDEVELOPMENT. RENTON. WA. 1 W-384710 R-3847126 pt GO z m O W U m IKEA PROPERTY INC PL@ 420 ALAN WOOD ROAD CONSHOHOCKEN. PA 19428 Ap CONTACT: DWIGHT E. SLATOI CONSTRUCTION MANAGER P: (610) Bat -01M CELL 303-519-4623 M E: DW .Mi eTl]1SKEe n'u ENGINEM, BARGHAUSEN CONSULTING ENGINEERS WG�� ELL 182115 72 O AVENUE SOUTH KENT, WA 32 )✓ CONTACT: JAY GRUBB. PE (425)251-6222 11-1/4' BEND 22-1/2' SEND 45' BEND f. v.A CAP TEE 90' BEND nBrySi BMR% MAEUND AREA IN MARK FEET USE PURIST FDA HORMORTACDOWNWARD) ASCII BENDS MIN OUT M ANN COMPACT MIND CPNPAR NUT ttRFK1 R B m T4 CAP'PR KUO R$SEp BBIP ftE TAP DR RUP n33 T* STIP TZ CM LR'KVO eD$$NII/$' 1 11 1 11 Ll MCAs GILAuhD CN ]N P= PaeSVIC4-P' NN. ENON MAR WATERT i IngTITIAN "I 4-a MR. mm FOR MA MM a NO CAMAi A. MAX. Pmn S DRAIN SECS NO as DLmI OF raxai MN NLKNT PP TBNsi PUMP Tin PD PIPC 4 va SUNNI FEET amroV vAr inn � NI 1. AS Ary) A$ Y BLCGMa FDP TIRE uBCIIt MON! 1$4A AMS OR SM. IPE$ MFREx VAN SHOW MALL S DOWNWARD AT ME a6Md $ NL NOMRA SINN S PDFED IN SORE MNAWT WolsnM@f0 NATIVE CARAT I All FOAMED THAVIST SLOWS MNL BE BMI DIM PERM M WY PSMWF4 IESINC SHAL aw AMTS wNAET: HAS "MORE) mw Exam a SPANISH 4 ALL B.W]NP SANL A CONCRETE OL 511 1AR, 8 AIXMMD AGAINST MIIN88 SMALL NM AGARAFT ONE ERE T PTIDM &MFM{ AREA CtlS9MIE SLIT SHALL NOM COLIX OR VIf10Y BELL END; LORD BhT9 TOR ti.MDS MN ADDING T] BLY.Ts AND TLANK PULL S PPANfO. PUBLIC WORKS CONCRETE BLOCKING FOR STD. PIAN - 530,2 DEPARTMENT HORIZONTAL AND DOWNWARD VERTICAL BENDS MARCH 2010 CITY OF RENTON 1E)EA'AFHTMENT" OF PUBLIC WOFi WATER NOTES AND DETAILS IKEA REDEVELOPMENT. RENTON. WA. 1 W-384710 R-3847126 pt GO z m O W U m Q _9 3 a O w � w D � a w 2 z O ¢ E Q w 3 cc w Y LL I. AMAM „MP IP,ATANP A EV kY VALVES N BEMOUNT HATED WITH V1WFA. SWITCHES. 11. MANE TAPE ORANTJ tlCCN VALVE: %µCE WIN Ski MIA M VAULT PERIMETERS M MINMW CLEARANL£3 TO BE PMm ON F." 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PINI - 880A + LARGER DETECTOR DOUBLE CHECK DEPARTMENT VALVE ASSEMBLY MARCH 20i0 PARED BY BARGHA CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FLED RIM VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELERIMVATIONS OF ELEV TIONS THE WERESTORM, OBTAINEDSANITARY BY DEACON AND NOWATER RTHWESTMAIN CO CONSTRUCTION FIELD INVERIFIED AUGUST INVERT2.AND A BEFORE YOU DIG FIELD THE ON-SITE PRIVATE ST RSM DRAINAGETFACILITIES SAND UEUC/PRIVATEDWATER AND STEWER SYSTEMS O WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD Z SII4� REVISIONS AND FUNCTION AS INTENDED. VERTrAL, DATM CITY OF RENTON, NAVD 88 CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) AS -BUILT A CHECKED FOR COMPLIANCE LANCE To CRY STANDARDS Dote Dole Date IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 COMACT: DWIGHT E. S.ATRI CONSTRUCTION MANAGER P. (610) 834-Ui80: CELL 303-549-4623 E: OWDNl9ATd4IKEk E ENGINEER: BARGRAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 CONTACT: JAY GRUBB, PE (425)251-6222 GHA(i��Z O O m y G4TYNG ENGIO01 CITY OF RENTON E7 PA,O, TMENT OP PUBLIC WORKS WATER NOTES AND DETAILS IKEA REDEVELOPMENT. RENTON. WA. EVEM W-384711 R-3847127 T 71 L� c_r L 2 a IEV2 W Z O w U m 5 I> Z � gg 4p NINSTALLED uM"arzR MEPTCNw.B6 Flow .AIR. IN ACH A NEW TOOK O m mmieim m m SANITARY SEru si & HAW A HEAIp1C SnMM (!M A M. BAN) NO NEAT TAPE VA a HAKHNpM�LY KUXGTED. AOPBB55 DEAK TO [POONA MN PINT KKA11-CitesiAY A411¢MENT MUSP Y ORMTEO TO ME VMMOP OF REWKN IN9DmTOl An== ME MENA ANO OPEN 0 SEPARATE ME INRWN6 IMMOLATION OF 0ACVA 8' W ME MVBT BE RENTON E PNEVENTM DEPARTMENT FBI 9 ASFPµµSUBIGIIED ME SPpi PERMIT R REALARM U tt N R g E - BUT, rt) C BLOOMING (NOTA LOCATEOEN E PA MIN S NN CNCP.%tlATE PMNEPIY SNML NOT BE YpiE E71 THAN TO STRONG) W 3. BRANCH VN.t£ill 1 MJ) MTH VAL'2 BOR AK COWR 1E1 1 f SS 53 DUCTILE ixB, PIPE (4 NON MWYVHj ALL APE AMP PITTINGS PALL 6E RESTRAINED MM nEAuJ Ren JK PAi THRUST 84MAS PFR NEPA AND ARTA 5(AWARM.. A.j E, POST-WACATCN VALUE NJ) MTH TAYIFR SWnPt } 2-91' KINDS (R , FL) MM RAAMA DOCILE I" PIPE SPOOF B. Ir LONG: SAM AL, PE) BIB f P,MXJ.E GNPIRW ADAPTOR 4 6 APPROVED ppCVA ON MAN UNE IN NCRISWIAL NEWTON MAY. TP. A EV kY VALVES N BEMOUNT HATED WITH V1WFA. SWITCHES. 11. MANE TAPE ORANTJ tlCCN VALVE: %µCE WIN Ski MIA M VAULT PERIMETERS M MINMW CLEARANL£3 TO BE PMm ON F." IN VNIR POOR PANT TIMPE WTH 2 WON SM NCILLv A.AB( LETTERS m n sa 0 HOT MUCH ACCER' ELEVATION NFW OF =VA ADJUSTABLE STEEL PIPE SUPPORT, STAMGpONS:Sam TO AAOP. O APNh HELD HAMAUATIgI. MAN Mi AND BY-0PWi BOVA NST H TEME) SAR4'ACT(WILY BY A DEPARTYMT OF HEALTH N Wli BACNROW ASSEMffBO0LppY TESTERAFTER, TEST PPCRT MUST BE SUBMITTED To CITY > DRAPTMENT PHOR 0 A�CTVATON OF NEW UK UniCINUMAli C MASS Y'TLAIC VAST OBOX5 WM N'Fl:Me CAPS. PUBLIC WORKS INSIDE BUILDING INSTALLFOR 3" AND 87D. PINI - 880A + LARGER DETECTOR DOUBLE CHECK DEPARTMENT VALVE ASSEMBLY MARCH 20i0 PARED BY BARGHA CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FLED RIM VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELERIMVATIONS OF ELEV TIONS THE WERESTORM, OBTAINEDSANITARY BY DEACON AND NOWATER RTHWESTMAIN CO CONSTRUCTION FIELD INVERIFIED AUGUST INVERT2.AND A BEFORE YOU DIG FIELD THE ON-SITE PRIVATE ST RSM DRAINAGETFACILITIES SAND UEUC/PRIVATEDWATER AND STEWER SYSTEMS O WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD Z SII4� REVISIONS AND FUNCTION AS INTENDED. VERTrAL, DATM CITY OF RENTON, NAVD 88 CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) AS -BUILT A CHECKED FOR COMPLIANCE LANCE To CRY STANDARDS Dote Dole Date IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 COMACT: DWIGHT E. S.ATRI CONSTRUCTION MANAGER P. (610) 834-Ui80: CELL 303-549-4623 E: OWDNl9ATd4IKEk E ENGINEER: BARGRAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 CONTACT: JAY GRUBB, PE (425)251-6222 GHA(i��Z O O m y G4TYNG ENGIO01 CITY OF RENTON E7 PA,O, TMENT OP PUBLIC WORKS WATER NOTES AND DETAILS IKEA REDEVELOPMENT. RENTON. WA. EVEM W-384711 R-3847127 T 71 L� c_r L 2 a IEV2 W Z O w U m O Nt W N a now IR Y d 3 ' 1Ra O u Q Q 2 CL Z OJ cr W yj Nit o 3 W Y SEAL W TH AX AND OR EUAL AND DRF SAGE PQ6tlNCNTS SF(-M(jN A -A N'D,ES e CHIEPAYENEM ANO BAY MATFAIMSFIRM WSISFO WXICX IS E W,LL TO TXE pIM,EIEX (f ME _MME P W 3 F W 0. FEET. RUDERTLAS OR ONCE TE SUDDEN ST ,P 409.1 NEER RINGS OR LCNCPEIE &04Y8 PER STD: MN 900.1. 1. TURNPIKE EiCAV4TED MATERIAL NOR AMINIMUM OF 3'QF GLASS RE ASFYALT OR TO A DEPTH THAT IS Y BELUY THE WIIOM'OF TH E WPER ADJUSTMENT Al NOW ICHPJERK GgEgTER UX A8 MP11O4E0 SY 1XE EN31NEFq. 3 ALL JONES SENREX THE CONE ADJUSTMENT RINGS, BbCY3 PIN FR4ME SXNL BP tllOJifD <. ADJUSTMENT OF THE FRAME TO MIME 31 SE RINGS LIBHFA WITfACOMS,NPl1IXBqi OFAOSJHNILL OEE PRAPTOCRAEARNMIGdDA1RONN pi TIj E SF OP 6MM50 PNUIEYIBIO, PUBLIC WORKS TYPICAI. UTILITY COVER ➢EPAATMBNT ADJUSTMENT FOR PAVEMENT OR OVERLAY RECESSED LIFT POCKET t 117 `B - II N.G. SOCKET NO 2` AQ SCREW I W LONG La tBFON}i 5N( $S) 1 x 2' RAISED PADS T CLASS MOO tSAND OR EXPANDABLE FOAM WATER TIGHT PLUG 2" M. K' 48' (1 /8) OEM 2:. " or 2" G� 12 X - r �P 14• 9'V 4 ST IRON RING AND COVER 4D?off PET MATERIAL AS SPECIFIED BY THE ENGINEER �— 45'(1/0) BEND NOTES L 9' AND 6' CL£ANOURS ON SEWER MAINS SHALL BE EAST JOIN AN IRM WORKS. INC NA u98 M EWu. CUBAN OUT SIAL_ BE A WATER TIGHT ASSEMBLY. 2 IN UNIMPROVED AREAS, POINT A I' -Q' THICK Y-0' $T(ARC CONCRETE. C SS 3000, PAb AROUND THE RING AND COYER. /AA'/1^1_IA PUBLIC WORI(9 8 O 6INCH CLEAM-0UT IDD' FILAN -40114 �1 DEFPARTIIENT' FOR SANITARY SIM SEPTEMBER 2013 A8-BLILT NOTE VEMr.6L DA7W THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CIN OF RENTON, NAVD 88 �T p CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM G CALL WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED ]WEST AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BENCHMARK' BEFORE YOU DIG FIELD SURVEY BY BARCHAUSEN CONSULTING ENGINEERS WAS ALM CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRNATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD SIC WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PIANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING OH REMSIONS AND FUNCTION AS INTENDED. 19,488 FEET (NAVD88) AS -BUILT Date Date Dote REMOVE MANHOLE COVER, IN ROADWAYS. RESTORE PER FRAME. ADJUSTMENT RINGS STANDARD PLAN 110.1 AND CONE (OR FLAT TOP) T OUTSIDE OF ROADWAYS, RESTORE TO A DEPTH OF AT LEAST TO MATCH THE ADJACENT AREA. 4 FEET BELOW THE FINISHED GRADE ELEVATION. COMPACTED SAND, GRAVEL BORROW ORCOF CONCRETE :PLUG (MINIMUM OF 12' IN LENGTH) OONCREIE PLUG �(MIMMUM OF 12 IN LENGTH) ea \DRAINAGE HOLE (TYPICAL)' NOSES; 1. DRILL A MINIMUM OF 4 - Z DRAINAGE HOLES IN THE BOTTOM OF THE MANHOLE. 2. PLUG ALL INCOMING AND OUTGOING PIPES WITH CONCRETE, 3. FILL THE MANHOLE 0.MTH COMPACTED SAND, GRAVEL BORROW (SECTION 9-03.14(1)) OR COF. 4. DEBRIS FROM BREAKING THE UPPER PORTION OF THE MANHOLE MAY BE MIXED WITH THE FILL MATERIAL SUBJECT TO THE APPROVAL OF THE ENGINEER. 5, THE FRAME AND COVER SHALL BE SALVAGED AND ALL OTHER MATERIAL DISPOSED OF. R N PUBLIC WORKS M. PLS - 4086 DRPAItTMEM ABANDON MANHOLE JAN(IABY 2011 IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN. PA 19428 CONTACT: DWIGHT E. $LIPTON CONSTRUCTION MANAGER P: (610) 834-0180: CELL 303-549-4623 E: DNGIi.51ALpINNEALCM ENGINEER, BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 CONTACT: JAY GRUBB, PE (425)251-6222 mP�GHats�Z o Z ? LP 02• 6CAAWQ ENGIIA CITY OF RENTON EJEPALFTTMENT OF PUBLIC WORKS SEWER NOTES AND DETAILS IKEA REDEVELOPMENT. RENTON. WA. 3 S-384708 R-3847128 T Z O 7 w U m i A L§ o I i x So � So gg O C1 C n p o _ Mi F OL SO N z IN m T 0 SEAL W TH AX AND OR EUAL AND DRF SAGE PQ6tlNCNTS SF(-M(jN A -A N'D,ES e CHIEPAYENEM ANO BAY MATFAIMSFIRM WSISFO WXICX IS E W,LL TO TXE pIM,EIEX (f ME _MME P W 3 F W 0. FEET. RUDERTLAS OR ONCE TE SUDDEN ST ,P 409.1 NEER RINGS OR LCNCPEIE &04Y8 PER STD: MN 900.1. 1. TURNPIKE EiCAV4TED MATERIAL NOR AMINIMUM OF 3'QF GLASS RE ASFYALT OR TO A DEPTH THAT IS Y BELUY THE WIIOM'OF TH E WPER ADJUSTMENT Al NOW ICHPJERK GgEgTER UX A8 MP11O4E0 SY 1XE EN31NEFq. 3 ALL JONES SENREX THE CONE ADJUSTMENT RINGS, BbCY3 PIN FR4ME SXNL BP tllOJifD <. ADJUSTMENT OF THE FRAME TO MIME 31 SE RINGS LIBHFA WITfACOMS,NPl1IXBqi OFAOSJHNILL OEE PRAPTOCRAEARNMIGdDA1RONN pi TIj E SF OP 6MM50 PNUIEYIBIO, PUBLIC WORKS TYPICAI. UTILITY COVER ➢EPAATMBNT ADJUSTMENT FOR PAVEMENT OR OVERLAY RECESSED LIFT POCKET t 117 `B - II N.G. SOCKET NO 2` AQ SCREW I W LONG La tBFON}i 5N( $S) 1 x 2' RAISED PADS T CLASS MOO tSAND OR EXPANDABLE FOAM WATER TIGHT PLUG 2" M. K' 48' (1 /8) OEM 2:. " or 2" G� 12 X - r �P 14• 9'V 4 ST IRON RING AND COVER 4D?off PET MATERIAL AS SPECIFIED BY THE ENGINEER �— 45'(1/0) BEND NOTES L 9' AND 6' CL£ANOURS ON SEWER MAINS SHALL BE EAST JOIN AN IRM WORKS. INC NA u98 M EWu. CUBAN OUT SIAL_ BE A WATER TIGHT ASSEMBLY. 2 IN UNIMPROVED AREAS, POINT A I' -Q' THICK Y-0' $T(ARC CONCRETE. C SS 3000, PAb AROUND THE RING AND COYER. /AA'/1^1_IA PUBLIC WORI(9 8 O 6INCH CLEAM-0UT IDD' FILAN -40114 �1 DEFPARTIIENT' FOR SANITARY SIM SEPTEMBER 2013 A8-BLILT NOTE VEMr.6L DA7W THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CIN OF RENTON, NAVD 88 �T p CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM G CALL WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED ]WEST AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BENCHMARK' BEFORE YOU DIG FIELD SURVEY BY BARCHAUSEN CONSULTING ENGINEERS WAS ALM CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRNATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD SIC WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PIANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING OH REMSIONS AND FUNCTION AS INTENDED. 19,488 FEET (NAVD88) AS -BUILT Date Date Dote REMOVE MANHOLE COVER, IN ROADWAYS. RESTORE PER FRAME. ADJUSTMENT RINGS STANDARD PLAN 110.1 AND CONE (OR FLAT TOP) T OUTSIDE OF ROADWAYS, RESTORE TO A DEPTH OF AT LEAST TO MATCH THE ADJACENT AREA. 4 FEET BELOW THE FINISHED GRADE ELEVATION. COMPACTED SAND, GRAVEL BORROW ORCOF CONCRETE :PLUG (MINIMUM OF 12' IN LENGTH) OONCREIE PLUG �(MIMMUM OF 12 IN LENGTH) ea \DRAINAGE HOLE (TYPICAL)' NOSES; 1. DRILL A MINIMUM OF 4 - Z DRAINAGE HOLES IN THE BOTTOM OF THE MANHOLE. 2. PLUG ALL INCOMING AND OUTGOING PIPES WITH CONCRETE, 3. FILL THE MANHOLE 0.MTH COMPACTED SAND, GRAVEL BORROW (SECTION 9-03.14(1)) OR COF. 4. DEBRIS FROM BREAKING THE UPPER PORTION OF THE MANHOLE MAY BE MIXED WITH THE FILL MATERIAL SUBJECT TO THE APPROVAL OF THE ENGINEER. 5, THE FRAME AND COVER SHALL BE SALVAGED AND ALL OTHER MATERIAL DISPOSED OF. R N PUBLIC WORKS M. PLS - 4086 DRPAItTMEM ABANDON MANHOLE JAN(IABY 2011 IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN. PA 19428 CONTACT: DWIGHT E. $LIPTON CONSTRUCTION MANAGER P: (610) 834-0180: CELL 303-549-4623 E: DNGIi.51ALpINNEALCM ENGINEER, BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 CONTACT: JAY GRUBB, PE (425)251-6222 mP�GHats�Z o Z ? LP 02• 6CAAWQ ENGIIA CITY OF RENTON EJEPALFTTMENT OF PUBLIC WORKS SEWER NOTES AND DETAILS IKEA REDEVELOPMENT. RENTON. WA. 3 S-384708 R-3847128 T Z O 7 w U m R a 6 co Z CO C U r 0 f� 3.5" ASPHALT - (2) LIFTS n 8" COMPACTED DEPTH CRUSHED SURFACING TOOLJOINT 40 BASE COURSE (I 1/4")00 HI 20 e. 000 12" STRUCTURAL FILL (NATIVE OR IMPORTED) COMPACTED TO 955 - MAX. DRY DENSITY PER SOILS Is ENGINEER RECOMMENDATIONS. �^ �� pa,uanikecom . aOebWRlS.IMaYParkaGVR.tom I . X. 0 8. BIKE RACKS/� I Y D °p° p0 THICKENED x °pmo 0p 0 0 � catNEW 0° o o CONCRETE0 PAVEMENTp0 I/4'tgWrtryryle op Do d° EDGE (TYP.) USE PREMOUDED o p00o o06 m r 0 f� 3.5" ASPHALT - (2) LIFTS n 8" COMPACTED DEPTH CRUSHED SURFACING TOOLJOINT 40 BASE COURSE (I 1/4")00 HI 20 e. 000 12" STRUCTURAL FILL (NATIVE OR IMPORTED) COMPACTED TO 955 - MAX. DRY DENSITY PER SOILS a ENGINEER RECOMMENDATIONS. �^ Ip 0 °0 0 po 4.5" ASPHALI'' PLACED IN (2) LIFTS 9" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE (1 1/41 12" STRUCTURAL FILL (NATIVE OR IMPORTED) COMPACTED TO 955 MAX. DRY DENSITY PER SOILS ENGINEER RECOMMENDATIONS. TYPICAL PAVEMENT SECTION E N.T.S. REFERENCE GEOTECHNICAL ENGINEERING REPORT BY GEODESIGN INC. DATED DECEMBER 2, O2014 WN FOR PAVEMENT AND SUBGRA. PREPARATION AND GEODESIGN REPS. PAVEMENT DATED SHOWN HERE FOR REFERENCE ONLY. REFERENCE ENT SECT INC.ENL. REPORT ADDENDUM DATED FEBRUARY 3, 2015 FOR ALTERNATE LIGHT DITTY PAVEMENT SECTION (3" ADEAC/12*P PARA ALLOWED ADJACENT TO POROUS PAVEMENT FOR CONVENIENCE OF UNIFORM SUBGRADE PREPARATION. 4' CEMENT CONCRETE — 4" COMPACTED SURFACING OP COURSE COMPACTED SUBGRADE TO MAX. DRY DENSITY 25 SLOPE D, A A' DETAIL 91A91 11' n " TOOLJOINT O E.J. DETAIL "B" =10' SIDEWALK/PLAZA SCORING/JOINT DETAILS NOT TO SCALE PAVEMENT WIDTH iklu I1 i \lam CONTRACTOR SHALL COORDINATE THE SELECTION OF ON-SITE PRIVATE CURBS WITH THE OWNER AND ENGINEER. CURBS SHALL BE AS SHOWN ON EITHER DETAIL 9. CEMENT CONCRETE VERTICAL CURBS AND/OR DETAIL 8 CEMENT CONCRETE VERTICAL CURB C2.1. CONTRACTOR SHALL PROVIDE A UNIT COST FOR CEMENT CONCRETE VERTICAL CURBS AND CEMENT CONCRETE VERTICAL CURBS WITHIN THE BID PROPOSAL g ° opo CONC. CURB W/ LIGHT BROOM O op p° p O o000 p FINISH A o U- 5 1/2" TOOLED EXPANSION JOINT TJ 0 0 0 o o SIDEWALK WITH LIGHT BROOM FINISH CONCRETE SIDEWALK DETAIL N.T.S. REFERENCE GEOTECHI ENGINEERING REPORT BY GEODESIGN INC. DATED DECEMBER 2, 2014 FOR PAVEMENT AND SUBGRADE PREPARATION AND SPECIFICATIONS. PAVEMENT SECTION SHOWN HERE FOR REFERENCE ONLY. STANDARD DUTY 6" CEMENT CONCRETE — 10' COMPACTED AGGREGATE BASE 12" STRUCTURAL FILL (NATIVE L IMPORTED) COMPACTED TO 955 MAX. DRY DENSITY PER SOILS ENGINEER RECOMMENDATIONS 6x6 42 LEI. WELDED WIRE FABRIC REINFORCEMENT HEAVY EXr Y 7' CEMENT CONCRETE 10" COMPACTED AGGREGATE BASE 12" STRUCTURAL FILL (NATIVE OR IMPORTED) COMPACTED TO 955 MAX. DRY DE14SV PER SOILS ENGINEER RECOMMENDATIONS. RIGID CONCRETE PAVING SECTION V N.T.S. (APPROVED FOR TRASH ENCLOSURE PAD)(APPROVED FOR TRASH ENCLOSURE PAD) REFERENCE GEOTECHNICAL ENGINEERING REPORT BY GEODESIGN INC. DATED DECEMBER 2. 2014 FOR PAVEMENT AND SUBGRADE PREPARATION AND SPECIFICATIONS. PAVEMENT SECTION SHOWN HERE FOR REFERENCE ONLY. SEE SHEET S 501 FOR CONSTRUCTION JOINTS 1/2" PADIUS TOOLED OF WALK (TYP.) SIDEWALK SECTION AS PER DETAIL 2 SHEET C2.1 <a o z\ - `SUBBASE b 4° c .T rcr3o" 0. NOTE: COORDINATEEXPANSION a � m 7biNR S WITH SIDEWALKS 6 CONCRETE CURB (AT STORE FRONT SIDEWALK) NOT TO SCALE CONIC. CURB W/ LIGHT BROOM FINISH TOOLED EXPANSION JOINT CURB5 1/2 SIDEWALK WITH LIGHT BROOM FINISH 4' NEW PAVEMENT o 5' BPH CONCRETE SIDEWALK SEE PLANS ^'� ry ° - 0 IIIIIIIIIIIII FLUSH CURB DETAIL NOT TO SCALE ASPHALT PAVING - " TOOLJOINT RADIUS IS 1/8"(TYP) EXCEPT O CURBS WHERE TYPE PER PIANS HI 20 e. 1/4 2" 2' CONTRACTION JOINT 1020" "" J HIQO] a I"R �� pa,uanikecom . aOebWRlS.IMaYParkaGVR.tom TO DIM. DEPTH . X. 0 8. BIKE RACKS/� 8 ° °O Y D °p° p0 THICKENED BUTT CONST. JOINT W/ °pmo 0p 0 0 � catNEW 0° o o CONCRETE0 PAVEMENTp0 I/4'tgWrtryryle op Do d° EDGE (TYP.) USE PREMOUDED o p00o o06 NOTE: SEEGRAOMG PUN FOR FINISH PAVEMENT GRADE COMPACTED SUBCRAOE (TYPICAL) REFER TO SOIL. ENGINEER'S RECOMMENDATIONS FOR SITE PREPARATION. OINTEGRAL CURB AT SIDEWALK NOi TO SCALE R ALTERNATE CURB PROFILES MAYBE SUBMITTED FOR REVIEW AND APPROVAL EXPANSION JOINT AT 20' INTERVALS CEMENT CONCRETE BARRIER CURB (PRIVATE ONSITE) O NOT TO SCALE CBA3R CONCRETE VERTICAL CUB AND GUTTER NOTE: 1. SLOPE GUTTER TO MATCH SLOPE OF ADJACENT PAVEMENT, 2. PROVIDE EXPANSION JOINTS 0 20'-0" O.C. MAX. OCURB AND GUTTER NOT TO SCALE AS -BUILT IKEA PROPERTY INC .1 5. Cqv 420 ALAN WOOD ROAD AS-BWLT DATED: 12-15-2017 AS CONSHOHOCKEN. PA 19428 ASNOTE: �((CA( DI CHECKED FOR `� 0 Nay CONTACT: DWIGHT E. %ATON THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CITY OF RENTON, NAVD 88 TO CITY STA DAFDB CONSTRUCTION MANAGER CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM m P; (610) 834-0180; au 303-6179-4827 CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND Approved by. Dole / E: D Trr TMOKEe RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 0017. A BENCHMARK, FIELD SURVEY BY BARCHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL Approved by: Dote 27 O ,Q, EBCdNFFR BEFORE YOU DIG HE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRWA E WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD f '0 C/ TEREGa�t`1 18221517 2NO AVENUE SOUTH KENT, Z WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PUNS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING Approved by. Dote NA( EN' Aq WA 90032 811 REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) Approved b .ro DMe CONTACT: JAY GRUBS. PE (425)251-6222 SIDEWALK JOINT DETAILS TO SCALE " TOOLJOINT RADIUS IS 1/8"(TYP) EXCEPT O CURBS WHERE 1 /8Ti HI RADIUS IS 1/2' 1/4 2" 2' CONTRACTION JOINT 1020" "" J HIQO] a SAW CONC. OR TOOL JOINT �� pa,uanikecom . aOebWRlS.IMaYParkaGVR.tom TO DIM. DEPTH BIKE RACKS/� Y D DER COATED. CONSTRUCTION JOINT BUTT CONST. JOINT W/ exnream ruk.Ia CSJ 1/8" RADIUS (TYP.) 2 2" EXPANSION JOINT I/4'tgWrtryryle EJ mo,mWg ppuaanE USE PREMOUDED EXPANSION JOINT FILLER SIDEWALK JOINT DETAILS TO SCALE BIKE RACK DETAIL LT NOT TO SCALE ('ROLLING RACK BRPNO, OR APPROVED EQUAL) CITY OF RENTON �G"AV� DEPARTMENT OF PUBLIC WORKS mQ FZ CML ONSITE DETAILS IKEA REDEVELOPMENT, RENTON, WA. - = oEs� cpe DATE 6/I 1/2015 Ia.ENo. U15001266 01 P% DAWN GXrYNG ENG\NES CI£q(® JSG SCALE N/A FBD BOOK PAC£_ ^^DREGIUR OF mfien WmKs C2.1 p42 R-3847129 04 N 41- w CL z m O W U m " Square. Flznge moun[on9 Note Fol A HI IuveaL 0 Rack 1&Me 1020" "" Park Bike HIQO] a Bean cache : sma"sOkdiws �� pa,uanikecom . aOebWRlS.IMaYParkaGVR.tom BIKE RACKS/� Y D DER COATED. INSTALL AS PER exnream ruk.Ia MANUFACTURES INSTRUCTIONS oomeJmaoxaeae; agagv IKta06'x&Ea I/4'tgWrtryryle mo,mWg ppuaanE BIKE RACK DETAIL LT NOT TO SCALE ('ROLLING RACK BRPNO, OR APPROVED EQUAL) CITY OF RENTON �G"AV� DEPARTMENT OF PUBLIC WORKS mQ FZ CML ONSITE DETAILS IKEA REDEVELOPMENT, RENTON, WA. - = oEs� cpe DATE 6/I 1/2015 Ia.ENo. U15001266 01 P% DAWN GXrYNG ENG\NES CI£q(® JSG SCALE N/A FBD BOOK PAC£_ ^^DREGIUR OF mfien WmKs C2.1 p42 R-3847129 04 N 41- w CL z m O W U m cD MIN. 2 1/2ml 5" 12 1/2' (may s"€ O SED - OR USA PHAL o OPAVEMENT SECTION L0 i°R a1 R 3 � d NOi TO SCALE M cj) O Q 31 12" If,f T,t 18" 10" 2' ASPHALT WHERE SHOWN ON 0 6" WIDE STEEL PAVING PLAN. MATCH EYE. L= TROWEL FINISH ti PAVEMENT THICKNESS AND W G d MATERIALS AS PER DETAIL I/C2.1 as z e M� Z e e O ^ 8° 0 j - ° °o oam > > ro 0 oa U D °Y°° ° �APPTHICKEN AWHERE SPHALT & MATCH RIGID CONIC. THICKNESS TACKCOAT BETWEEN Q AND MATERIALS AS PER DETAIL ASPHALT & CONCRETE W 3/C2.1 Y HEAVY DUTY SE TION AON NOTE: WEST PROPERTY LINE AND WHERE INSTALL EXPANSION JOINTS NOTED AS CONSTRUCTION 0 /5'-0" O.C. MAX. KEYNOTE 1 AND 2 ON SHEET COMPACTED SUBCRADE " PAVEMENT SWALES AS NOTED ON C1.4-1 IN TRUCK CONCRETE GUTTER o m COURT TO MATCH SECTION AND W/6"x6"x10" W.W.M. a THICKNESS PER $101. B �z Q E s OF 3 �w a SWALE DETAIL � ,V�x� \ W OCONCRETE c NOT TO SCALE m 9 P S C O a 4' (PER PUN) 3g >R> 12' MIN. FREE B DRAINING GRANULAR Q j 0 VE DECORATWE FENCE /r V iYI=PER PLAN GRADE / EX. Y 1GROUND 8" CAP UNIT \ j6 �\/ SOIL b 2j STANDARD/ yy NDA KEYSTONE VAOR M OTHER APPROVED RETAINED EOUA MODUALR "ry BACKFILL -\ z i BLOCK UNIT v , . , BW -ECFV PER PLAN mw F � D NAGE COMPOSITE y .. m �+ 60 PERFORATED ' a 9 8" MINS 2• % SUB MIN (SEE DETAIL 5/C2.2) WRAP TENSAR DC1200� DRAINAGE COMPOSITE 6' PERFORATED PVC DUN PIPE, PIPE TO 04YUTE DISC STORM 6 GEOTEXTILE CRUSHED STONE FILTER ZOE 1/2" MINUS W/ LESS THAN 59 PASSING THE U.S. SIDS. OSUBDRAIN DETAIL NOT TO SCALE w 6' 12" a 0 COMPACTED WELL -GRAINING GRANULAR FILL BASE OVER G OjE)OI�E E�I NOTE ALL GRAVITY WALLS OVER 4' IN FE3GFIT REOLA E SEPARATE PERAR AND DESIGN TTP A GEOTECHJCAL APD/OR STRUCTf1AL ENGNEIR MODULAR BLOCK GRAVITY RETAINING WALL O(H=4' MAX. MEASURED FROM BOTTOM OF FOUNDATION TO TOP) 4 NOT TO SCAE 0 A8-B(1LT NOTS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BAROHAUSEN CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM. SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BEFORE YOU DIG: FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS C) p44 WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD Z p11 REVISIONS AND FUNCTION AS INTENDED. A /J— BIKE RACKS ASJ — i PER DETAIL 11/C2.1 CONCRETE CURB WITH SECTION SIMILAR ! f PER DETAIL 6 BELOW. TYPICAL OF 4. BEVEL TAPER O 45' (BULLNOSE) CURB ENDS. TOP LENGTH TO MATCH RACK (30' OFFSET 6" CLEAR OF RACK. EPDXY CURB TO CONCRETE FLATWORK. Cl1RB AT WE RACK PLAN VIEW — NOT TO SCALE 0" 6" MIN. 2 1/2ml 5" 12 1/2' as i°R a1 R \- CONCRETE FLATWORK CONCRETE CURB AT BIKE RACK DETAIL V NOT TO SCALE BIKE RACK KE RACK BEVEL TAPER O \ URB45' (BULLNOSE) 30' CURB ENDS. �--CONCRETE FLATWORK OWNMMMORR CITY OF RENTON AS -BUILT IKEA PROPERTY INC DEPARTMENT OF PUBLIC WORKS ,( S. G (r 420 ALAN WOOD ROAD /yGHAij AS -BUILT DATED: 12-15-2017 �P e\ A CONTACT: DKEN, PA 19426 Qs- �0 CML ONSITE DETAILS Vf3t11CAL DAT()µ q� FOA COQ ,W CONTACT: OWICHT E. AATON CITY OF RENTON, NAVD 88 CONSTRUCTION MANAGER Qi Z TO CRY STANDARDS a P: (610) 834-018Q CELL 393-649-4623 APP1ove by. Date E: DWGNT9ATOINIKFAO N .. IKEA REDEVELOPMENT, RENTON, WA. BENCHMARK'' P 2852) 2 E O = OEBp1E0 CFB CITY OF RENTON 1864 CONTROL A9Provea 5r D01e fj,gfolSTCaE��@`°` t 18215AiSEN CONSULTING ENGINEERS Z`P` q• �,pN MTF. 6/11/2015 FaE ND, 015001266 POINT N0. 1864 WAS HELD s�D W6 P FOR ELEVATION, BEING APProvM by. Dote NAl E 4l(4 WA 98032 4TY'\'G ENO\N'D� aELXID JSG BCALE N/A FgpgOgSpp 19.488 FEET (NAVD88) roveB Dote CONTACT: JAY GRU88, PES (925)251-6222 aw C:22 aP42 R-3847130 CO N 3 L(j Z O 7 W U m O O L0 ;I NOTES: 1. PROVIDE TWO COATS OF PAINT. 2. WHITE SYMBOL. 3. LOCATE SYMBOL AT CENTER OF STALL, SEE SITE PIAN. 4. ONE SYMBOL FOR EACH FAMILY PARKING SPACE. 5. CONTRACTOR TO PROVIDE SHOP DRAWING OF FULLY DIMENSIONED STENCIL FOR APPROVAL n FAMILY PARKING SYMBOL NOT i0 SCALE 1 STALL - WHITE 4" WIDE STRIPE AT CENTER OF DRIVE LANE (EXCEPT WHERE 'o SHOWN AS A TRAFFIC CURB ON PLANS) PANT STOP BAR & SIGN W/2 COATS OF WHITE, r BEADED REFLECTIVE PANT. INSTALL RI (STOP) SIGN WHERE SHOWN ON SITE PLAN V ,eZ TRAFFIC STOP BAR (ONSITE) c NOT TO SCALE -1.-0. 3' S' PAII TRI LINE WHIIL PROVIDE WHITE PANTED DIRECTIONAL ARROW AT ALL LOCATIONS INDICATED ON SITE PIAN n DIRECTIONAL ARROWS J NOT TO SCALE OF CONCRETE NIi STALL EDGE NOTES: 1. ALL STROKES TO BE 3" WIDE. 2. PROVIDE TWO COATS OF PANT. 3. BLUE BACKGROUND WITH WHITE SYMBOL. 4. LOCATE SYMBOL AT CENTER OF STALL, SEE SITE PIAN. 5. ONE SYMBOL FOR EACH HANDICAP PARKING SPACE. HANDICAP SYMBOL N.T.S. n HANDICAP PARKING DETAIL NOT TO SCALE 6' SCH 40 STEEL PIPE FILL WILL CONCRETE. CENTER SIGN POST IN BOLLARD. PANT BOLLARD TRAFFIC YELLOW. PI 4" MADE PANTED.... u `AROUND HANpICAP ENVELOPE STE STALLS (TYP.) WHITE STRIPE$: 11111 TWJ COATS ..... 5/8 e 0 HANDICAP PARKING SYMBOL AS PER PER Ers k MIN. DETAIL 5 THIS SM. 8' AT VAN STALLS WHERE 5110WN ON HANDICAP PARKING 4 NOT TO SCALE AS-BILT NOTE VERTICAL DATM THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED SY BARGHAUSiEN CITY OF RENTON, NAVD 88 CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND !V y� RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017, A BENCHMARK' BEFORE YOU DIV: FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBUC/PRIVATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD Z .N WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PIANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING 811 REVISIONS AND FUNCTION AS INTENDED. 9.488 FEET (NAVD88) AS -BUILT , N i, 44, STEEL POST CONCRETE FOUNDATION W/i" CROWN ALL AROUND DISABLED PARKING eoz\SIGN INSTALLATION V NOT i0 SCALE Date Dale Date , — INLET OPENING — f ROW RAN VIEW fVIX I\ a n � D o MN m TT m 0 U U E C 3 I z 0 W K rn NOTES: 1. PROVIDE TWO COATS OF PAINT. 2. WHITE SYMBOL. 3. LOCATE SYMBOL AT CENTER OF STALL, SEE SITE PIAN. 4. ONE SYMBOL FOR EACH FAMILY PARKING SPACE. 5. CONTRACTOR TO PROVIDE SHOP DRAWING OF FULLY DIMENSIONED STENCIL FOR APPROVAL n FAMILY PARKING SYMBOL NOT i0 SCALE 1 STALL - WHITE 4" WIDE STRIPE AT CENTER OF DRIVE LANE (EXCEPT WHERE 'o SHOWN AS A TRAFFIC CURB ON PLANS) PANT STOP BAR & SIGN W/2 COATS OF WHITE, r BEADED REFLECTIVE PANT. INSTALL RI (STOP) SIGN WHERE SHOWN ON SITE PLAN V ,eZ TRAFFIC STOP BAR (ONSITE) c NOT TO SCALE -1.-0. 3' S' PAII TRI LINE WHIIL PROVIDE WHITE PANTED DIRECTIONAL ARROW AT ALL LOCATIONS INDICATED ON SITE PIAN n DIRECTIONAL ARROWS J NOT TO SCALE OF CONCRETE NIi STALL EDGE NOTES: 1. ALL STROKES TO BE 3" WIDE. 2. PROVIDE TWO COATS OF PANT. 3. BLUE BACKGROUND WITH WHITE SYMBOL. 4. LOCATE SYMBOL AT CENTER OF STALL, SEE SITE PIAN. 5. ONE SYMBOL FOR EACH HANDICAP PARKING SPACE. HANDICAP SYMBOL N.T.S. n HANDICAP PARKING DETAIL NOT TO SCALE 6' SCH 40 STEEL PIPE FILL WILL CONCRETE. CENTER SIGN POST IN BOLLARD. PANT BOLLARD TRAFFIC YELLOW. PI 4" MADE PANTED.... u `AROUND HANpICAP ENVELOPE STE STALLS (TYP.) WHITE STRIPE$: 11111 TWJ COATS ..... 5/8 e 0 HANDICAP PARKING SYMBOL AS PER PER Ers k MIN. DETAIL 5 THIS SM. 8' AT VAN STALLS WHERE 5110WN ON HANDICAP PARKING 4 NOT TO SCALE AS-BILT NOTE VERTICAL DATM THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED SY BARGHAUSiEN CITY OF RENTON, NAVD 88 CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND !V y� RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017, A BENCHMARK' BEFORE YOU DIV: FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBUC/PRIVATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD Z .N WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PIANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING 811 REVISIONS AND FUNCTION AS INTENDED. 9.488 FEET (NAVD88) AS -BUILT , N i, 44, STEEL POST CONCRETE FOUNDATION W/i" CROWN ALL AROUND DISABLED PARKING eoz\SIGN INSTALLATION V NOT i0 SCALE Date Dale Date , — INLET OPENING — f ROW RAN VIEW fVIX I\ TERRAFLUME TREE GRATE WEIR TRAY \ AND FRAME MULCH IAYER- �a O oa Y aZ FILTERRA ENGINEERED MEDIA SECTIDN A—A TERRAFLUME IS PATENTED BY CONTECH (US PAT 7,833,412) .ET IE - 20.06 BYPASS CLEANOUT PIPE COVER PERFORATED UNDERDRAN OUTLET PIPE (12'.) UNIT TO BE SET PLUMB AND LEVEL SSB' FILTERRA INTERNAL BYPASS CURB WITH TERRAFLUME JUNCTION CHAMBER MODEL 04-/8-14 PTSI FACILITY DIMENSION REQUIRED - 8' X 6' X 0.75' EFFECTIVE DEPTH FACILITY DIMENSION PROVIDED - 8' X 6' X 0.75' EFFECTIVE DEPTH CONTECH ENGINEERED SOLUTIONS. LLC HAS REVIEWED THE PIANS PREPARED BY BMGHAUSEN CONSULTING ENGINEERS, INC. GATED 06/11/15 FOR THE IKEA REDEVELOPMENT RENTON PROJECT. BASED ON THE INFORMATION PROVIDED FOR REVIEW. CONTECH AGREES THAT THE FILTERRA SYSTEM DESIGNED FOR THE PROJECT MEET THE FILTERRA GENERAL USE DESIGNATION LEVEL (GULD) PER THE TECHNOLOGY ACCEPTANCE PROTOCOL -ECOLOGY (TAPE) PROGRAM ^ ^ ^ ^ 6'X8' FILTERRA UNIT NOT TO SCALE rN% OT USED v NOT TO SCALE CITY OF RENTON PROPERTY INC Jv'•-VW�' DEPARTMENT OF PUH= WORKS!� NROAD CTw CONSHOHOCKEN, PA 19428 CONTACT: DWIGHT E. SEATON mP �Z CONSTRUCTION NOTES AND DETAILS CONSTRUCTION MANAGER P: DAIGH e.AKINI 0: DEB 303-549-4623 IKEA REDEVELOPMENT REWON, WA E: O yT 4-0180; A 1 ,. ENGINEER,G U SARGHAUSEN CONSULTING ENGINEERS 2 .N = °�� CFO GATE 6/11/2015 PL.E No. U15001266 18215 72ND AVENUE SOUTH KENT. `PGY pA). �` N WA 98032 r4NG ENG\tAF'AICI£CKEIa JSC BCAE NA pgp8pgc PADF CONTACT: JAY GRUBB, PE (425)251-6222 ^�`''�SHIITC2.3 DF42 R-3847131 0 00 O z O 7 W U m — INLET OPENING — f ROW RAN VIEW fVIX TERRAFLUME TREE GRATE WEIR TRAY \ AND FRAME MULCH IAYER- �a O oa Y aZ FILTERRA ENGINEERED MEDIA SECTIDN A—A TERRAFLUME IS PATENTED BY CONTECH (US PAT 7,833,412) .ET IE - 20.06 BYPASS CLEANOUT PIPE COVER PERFORATED UNDERDRAN OUTLET PIPE (12'.) UNIT TO BE SET PLUMB AND LEVEL SSB' FILTERRA INTERNAL BYPASS CURB WITH TERRAFLUME JUNCTION CHAMBER MODEL 04-/8-14 PTSI FACILITY DIMENSION REQUIRED - 8' X 6' X 0.75' EFFECTIVE DEPTH FACILITY DIMENSION PROVIDED - 8' X 6' X 0.75' EFFECTIVE DEPTH CONTECH ENGINEERED SOLUTIONS. LLC HAS REVIEWED THE PIANS PREPARED BY BMGHAUSEN CONSULTING ENGINEERS, INC. GATED 06/11/15 FOR THE IKEA REDEVELOPMENT RENTON PROJECT. BASED ON THE INFORMATION PROVIDED FOR REVIEW. CONTECH AGREES THAT THE FILTERRA SYSTEM DESIGNED FOR THE PROJECT MEET THE FILTERRA GENERAL USE DESIGNATION LEVEL (GULD) PER THE TECHNOLOGY ACCEPTANCE PROTOCOL -ECOLOGY (TAPE) PROGRAM ^ ^ ^ ^ 6'X8' FILTERRA UNIT NOT TO SCALE rN% OT USED v NOT TO SCALE CITY OF RENTON PROPERTY INC Jv'•-VW�' DEPARTMENT OF PUH= WORKS!� NROAD CTw CONSHOHOCKEN, PA 19428 CONTACT: DWIGHT E. SEATON mP �Z CONSTRUCTION NOTES AND DETAILS CONSTRUCTION MANAGER P: DAIGH e.AKINI 0: DEB 303-549-4623 IKEA REDEVELOPMENT REWON, WA E: O yT 4-0180; A 1 ,. ENGINEER,G U SARGHAUSEN CONSULTING ENGINEERS 2 .N = °�� CFO GATE 6/11/2015 PL.E No. U15001266 18215 72ND AVENUE SOUTH KENT. `PGY pA). �` N WA 98032 r4NG ENG\tAF'AICI£CKEIa JSC BCAE NA pgp8pgc PADF CONTACT: JAY GRUBB, PE (425)251-6222 ^�`''�SHIITC2.3 DF42 R-3847131 0 00 O z O 7 W U m I�4 Q R j SIDEWALK SLOPE: . �R 2% CROSS SLOPE MAX. $ 5% RUNNING SLOPE MAX PEDESTRIAN 0.50 Z � O CSJ LANDSCAPE CONCRETE PEDESTRIAN D.I SIDEWALK CURB Z w e 4' 0.50' 15EE DETAIL 2/C2.4 x ::. e1 x•.x.i` .s 7C 0.00' L_3- RADIUS. SEE DETAIL 0 CURB LLJJW RADIUS SID PLAN F-40.14-02 (UP 6") TRUNCATED DOMES WHERE !1[ ABUTTING DRAPE AISLE. — SEE SITE PIAN, I�g tF z 0 N_ CONCRETE SIDEWALK RAMP PLAN RAMP 1:12 SEE LIP DETAIL 0.50. y SLOPE 0.50'6 RAMP P— R E GRADE ELEVATIONS, THIS DETAIL, RELATIVE TO 0.00 FOR ACTUAL ELEVATIONS SEE GRADING PLAN 6'-0" (UP 6-) BOTTOM OF RAMP MAY HAVE MAX. 1/2" UP AT 45. AV q* LIP DETAIL NOTES: I. 1:48 SLOPE CORRESPONDS TO 2X SLOPE ON SITE GRADING PUNS. 2. MINIMUM EXTERIOR RAMP WIDTH IS 44" REFER TO SITE PLAN FOR RAMP WIDTHS NOTED OTHERWISE. 3. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. THE LONG AXIS OF THE DIAMOND. PATTERN SHALL BE PERPENDICULAR TO THE CURB. GROOVES SHALL BE 1/8" DEEP AND I/4" WIDE. 4. CURB RAMP WILL NOT BE POURED INTEGRAL WITH SIDEWALK AND SHALL BE ISOLATED BY EXPANSION JOINT MATERIAL ON ALL SIDES, BUT NOT AT END OF RAMP ADJACENT TO THE ROADWAY. 5. CHANGES IN LEVEL UP TO 1/4" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN 1j4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. CLAMP DETAIL ON SLATE T NOT TO SCALE ®T Ti 1.6" - 2.4" 1�� -w- r zz 7 i c PLAN MEW SQUARE SECTION PATTERN PARALLEL 50%TOP 65ZODIAMETER ALIGNMENT BASE DIAMETER ET BASE DIFMETER TRUNCATED DOMES DETAIL NOT i0 SCALE AB-81.11LT NOTCs VERTICAL DATLRIP THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CITY OF RENTON, NAVD 88 CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM. SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A 884CHMAIKc BEFORE YOU DIG FIELD SURVEY BY BARDHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD Z OM WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING pen REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) PEDESTRIAN CURB AT EDGE ii OF SIDEWALK T 2%Max u CSJ -= SIDEWALK .1:12 ".. ti 12� MA MAX... Y, z $� C& MI. R CSJ ....'.�......,. DINT EDGE 0.02' $ SIDEWALK 0.00' TRUNCATED DOMES WHERE ABUTTING DRIVE AISLE. �IoC SEE SITE PVA. RETAINING CURB GUTTER FLOWUNE------------ 2X Max T SECTION C—C AS -BUILT TYPE 2 RAMP FOR USE AT MID WALK WHERE SHOWN ON PLAN RAMP PLAN Dote Date Dote r p EE w1 _ em Wu aeWaM1 N^wM""nywM1M EWmex2a. cMEfKlfWWYB'` c�.e name mn w Mnn .wu.oruxli° ,G ie aem f:��" •. op.wx. awwmu. CmbaXP I I x °GawEn vu.E tEP wEre re Ip awce bukmMnen lM1 SME wpe MAEe EUA. f > B oeMLLK� A Pu p IM et'CUE rq e�oneMM MaC iO nmlPtt I rR w m¢ 0. 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RE:AnHb mRbio eeewres e eQMagP lj�� Iiecnce z p nw.,,ar r,.w.r-SM" °°yaxnt �' psrripep - PI IUU L CMA MMP MAINU PAPUAN F4 j1 ISbMEIPF VIfX I_NEW — IVPEP4MLtdA MY LIYR }YpEPARALL1MLL0.BPSYLMT SIDEWI CURB CURB END (TYP.) TRUNCATED2' WIDE DOMES WHERE ABUTTING DRIVE SEE DETAIL 2/C2.4 LE PEDESTRIAN CURB CURB LANDSCAPE ):fro PEDESTRIAN CURB 2* WIDE TRUNCATED DOMES WHERE ABUTTING DRIVE AISLE, 15EE DETAIL 2/C2.4 x ::. e1 x•.x.i` .s L_3- RADIUS. SEE DETAIL 0 CURB RADIUS SID PLAN F-40.14-02 • © CITY OF RENTON IKEA ALAN PROPERTY WOONC Hq' •_Y� DEPARTMENT OF PUBLIC WORKS CONSHOHOCKEN, PA 19428 c_G vV' CONTACT: DWIGHT E. SLATON mP t<`Z ACCESSIBLE RAMP NOTE AND DETAILS CONSTRUCTION MANAGER P: (610) 834-0180; CELL .NIJ-549-482J IKEA REDEVELOPMENT, RENTON, WA. E: (610rt 8U-OI IL Lt m W G ti ENGINEER - CONSULTING ENGINEERS Z . ? o[BKfa� CFB CIAM 6/tl/2015 q.E Na U15001266 18215 72ND AVENUE SOUTH KENT, 0GK Q6.` WA 98032 rY'1'G ENGME� ® JSG acnLe 1".40' rgygaaL—PAae._ CONTACT: JAY GRUBB. PE (425)251-6222 APA1O'ED stB C2.4 w42 R-3847132 TD N O O L0 F fr Q W [L to 110N O O D 3 AJ t MI 0 G EXISNMG ASPHALTURB _ 2:0' MIN, NEW C PAVEMENT (SEE NOTE 2) t Cum SAWCUT (SEE NOTE R)� (rHMMAI. For ADS MNN M11Y t 7 HNA{ ACP CI 93 B) JI`( (SEE NOTE 1), GARY 6" CRUSHED ROCK STq MUM 4' UMNTITr ADF M SS 8) (S HMP (Of ACP CR B) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTE L MUST MATCH EXISTING THKIKNESS If GREATER. 2. SAWCUT SHALL BE POSITIONED. 1 - 0 BEYOND EDGE OF DAMAGED PAVEMENT 3_ THE INTENT OF TM6 DLBIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT [HE WTTER FACE, EEE STANDARD PUN FOR CEMENT CONCRETE CURBS BED. PIAN - 109 �Rf PURWC WORM CYR6 ANO aV im PPRO 0 AJC DEPARTMENT REPLACEMENT ORTAIL 00 1/2'x4' Q?ANSON MARMAL 1/4'R ATANTS // V Y'EXP4M NORMAL CEN, CCNG TIRE ANY W , Au' UAt "M T1FA1 YOXX UNES TO EE RADIA - TO WRB AND GUTTER 1/rxb' GAMMON MATE 1/4"R AT ANUS — "u--WOfH a MI NWALK NS" EXPAN9W ROPEW- SVflB flENPN / I/2"R 1/4'/FT. SUNNI 1/2�R P `PA`hMENI AS PEO PUNS 8'' 1 PA,6MENt A6 TFR MANS (/ ,1/, /��5 sYAnOARp (EM. C9Nc. PARKINKA srsND/— Aw COM mm AND gRTER CONC CURB A10 TIER SECTION A -A SECTION S-8 WE SUIT zs,, TVR-Rno UM:UA Exr STANDARDS anuo TONS n..m.,N,roo-,m .OAMM .IT ,D.m NeA�I�•� VaaaRv ND wo-5mAK A' I i.L b p r AloWo WL In ma', MIAMI /r Fmr16W."wMANI A W N11R nT ALLNwe KMAW MV.. �P WAM mn MAXIMUM,Wm ass a(s,+]uMw W m:.Pm °w[ moot 4 Wwti Nom A,n..0 was MAIN; 1 2 In' TOMID FlNIW ww'Alowl W✓ss r Na DANMD rIImYN TYPICAL SIDEWALK ADOPTED �wS ICOMMERCUy WTrN91.4FEN NOBS ,, WMna MKVOy[NIB 04mi0,blu&, plrlmupe FAap'A e,IprmRl MWM SreUxmmwYYWM. wn.D f[wvb.p .1021 Canspuq ageuMpS,bpWWVMNe BBnIMlmte lquWtlN1T rlmMunpylg MntlNmry bW wAntl3P. 2, b00 M 00 IR S, WNOMIXR'CBIRWI,.WbfWN Melpe,IW OeipdYAN. BAN, No pin IN Mae Noto 4. NWuON. 4 Yin Wn.mmnT@1NUAWlN%Pm AIIWrIEp�M OY�IM 1y0g0 al mMPBnnNI.m 6. National, i. Fm p1[ewy W+NewORiVEY1AY 6YIHpMOG B5N NOTE 10L TM mpmgn PI,4IBN eb (hn 102J YN b pew0 n BE°wn M NB tvnuluGNB Mmtlt N W, 6 60geS YY[mWly Wl6,wplmw R9N2, pfRa0.IE2m Rd0]29 p0LNRAiMd ➢,ffi G41NIIss4 (uA�TNNE110 RIB116aEWVY YNyoremh[23,'NAS (WtOV/AAI. °:Bn.aw»bBY'Yp°G[.A,[Rn.W.mryN.M^-.,n 10. BiRivF MOM0$s Rmown MunNywmxlw0 ,mS IVRSSm YR["M CWV[ERBSf11HINYp V11V1Y5TONVA90S 5[Nm4dO®SIgER5EN1ppg6$ ORNEWAr BTANDMD9- Ra,m�NnxYppuevlRMq Ttle N Eave agmen[ Ryuhtlwe CHAPIEg4 mr.vnDE1XWPERTYDEVETDpNLNrsTAHOAADs gE6D1A1p.GULATI4ClOPARYJN6,IOAOIXG A110811VEWAv N PUBLIC NORLS CEMENT CONC DEP.ARTNI ENTNANCES-NE AM VrtA Im iT �v [l.* la 0. TTV➢MY CEMENT CONCRETE TRAFFIC CURB AND OUTFER FACEd'ApMCEn CWO „2 r MBn�m� i DEPRE&SED CURB SECTION ATMABYAUHRAMPS we ctD mNwNl. MARIAM mn nrcv. ,uwn,NU[w,tlwx 0.SAEBBPDMNMI mB 6WR[Ima F,�®ADVCp,NN. �. 1-AWI�YFI.AGE DEPRP98EO CURS OETNL 1®DDVIVLtlIWWBrvd YM.A,S.,,�4vY. Jf MA IIBRWA xwms N.B,iYEr•,. PRNw Mmmmrp WIw1N+a3[8 Obwb MIN, MAW - IKa !e uEONLAEIE nnn nOUF vA NA FL Li I JOH EWIFIt CEMENT CONCRETE PEEIESTRAIN CURB Ar BSv.Nx ANDwwN� AdACEMCUIIB AEeRnwlm KfNMSE,FEf tPFAAmMAv, _j DEPRESSEDCURBSECTION ATII®�IIIY OT6WA6 n�pAx,Na y � aCE°f [VI6 m r BW EMFMCONORELE. TRAFFIC d1RS fKNE+uLNOrtt YNgPsv,RW1D,.,beNwW,.tlm,mbnWmW ,61 m,4 > FV Opi�,tlAMEMwAV pRSQIb,Bglw,wMWOM[M] PUBLIC WORKS BID• PLAN - 101 DEPARTMENT CEMENT CONCRETG WIISS PR D40� VERTICAL DATW THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED By BARGHAUSEN CITY OF RENTON, NAVD 88 CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A T BEFORE YOU DIG FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRNATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD Z WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PIANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD86) W N ! E �F T 4; s .cs.mw / MMnWMCt �M: 1 rTpm MNnvn `Jpr" '1 RI NOTES eta 519. MNi ,OAd NOTE: FOR PLANTER/BUFFER STRIPS WIDER THAN 5 FEET SIDEWALK DOES NOT NEED TO BE RAMPED DOWN. PUBLIC WORM DEPARTMENT 11-1 AT mol IN A& W r7t 'f vaw TWbAft � wmr¢wu nc "¢'APMMmNTTm w �w���WMA �.� r `+�" wBmmDEDErAS f I' �_� TnIPATYTOPUH roA2 PAoY VIMa mYm,RM Wtl+ arovNtsx, ONm ' �a.nHm[tmlr ©nMM9mK+Bn �.4 PUBLIC INNER CEMENT OONORETE BID. RAK - 100 DEPARTMENT 81D6WALN Bw Po[,nmin.vMnwob.In W uw IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN. PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER R, (610) Rat -0180: CEU 303 -BBB -4623 E: DEOLMAR OKL fLNEAd N0 (BJ}Si U1 E R BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 CONTACT: JAY GRUBB, PE (425)251-6222 "a :1 v nnaEwl.V YTOMWEtl �' � - eY1Nc E + q�RD9DUR nPE ca-ISDMETHIcvEw 6s pn[a1 fY'MNE49lWFAC141 j Mlertw 7C.AIPO� ���� It; 9nHWb �� %RB,wL TUFF Cr1B-190METgI6 VNW NB'NMEC°MBERCIPI WIrNBUFPEAI �r ti "'✓�P a" an.urtca l uyn@n'wvueuYee`� 3 : 'l 0 M wNKKNKK IBROFT�YD. Fl.W Iug TYPE 1�� CdPlf VIEW TWliX V0.WRMOVfBVERA�911BWN WPIIBIVFFN Po,NOTEE oe EN PIAN Im SEE STREEFSiANMR0616EE NOTE i01 M. PLAN - 104.5 PU pLTG WORIBB CEMENT CONCRETE DRIVEWAY PPRO' 0. DEPARTMENT ENTRANCES VARIOUS tSOMEIARIC VIEWS Dwm�w�oA.mmwwnaM� CITY OF RENTON �GH w� OEPAFiTMENT OF PUBLIC WORKS mPpe'4" A1�Z ROAD AND DRAINAGE NOTES DETAILS IKEA REDEVELOPMENT, RENTON, WA. O Eye? O cve �� 6/11/2015 =o U15007266 COMANG4T EmEco D JSC EICN.E NA FgyOp�pFO,_�_PAfE APDo OF RAUXT "IS bffFy(.�EF� R-3847133 f0 N O Z> c� 6 W a z IIIO W q m n D C) Y OEI­e 3 >01z J21 CL y W T 0 M c FL m 6 n Z 0 Of N WP.EANIt�EP n eM1YJEe PRECAST BASE BECTON PIPE ALLOWRNCES 8 CATCH BASIN 9MEalAR11Nt '�® IBAhWTea tYN algRETriffiEllFFM.NEFpt01PE[?KKJ papprode aaSEnEKGREINGSREt DISTAPKE KNUCKOMIS ax M E a piEGanL OUSE P�UP°I�rlB.lE n' d r 9L axT 1S 1e10.9PEC.9{5A1 O m 6 n Z 0 Of N WP.EANIt�EP n eM1YJEe PRECAST BASE BECTON PIPE ALLOWRNCES PIPE CATCH BASIN 9MEalAR11Nt '�® IBAhWTea tYN algRETriffiEllFFM.NEFpt01PE[?KKJ papprode aaSEnEKGREINGSREt DISTAPKE KNUCKOMIS ax M E a piEGanL OUSE P�UP°I�rlB.lE n' ui ussALrPa r 9L axT 1S 1e10.9PEC.9{5A1 <w M rn 4ar0.e�s�oa.1NIP A19 AJ9 isallEww M, tr maPEaaN.lTHu 4w NOTES 1• ECllpX lbeeSjphcgEaa�ttlNgblM StlMaM 5p9dlsaMe�a Weed el M1GM MI MMMaree2o o1W hownT Me ALTERNATIVE Thal be 11MJ Y1p the MIMMMM fegYHatl rebY shown To Me ALTERNATNE PRECAST SASE EELTION. WIIe mBeM1 apd nd beglamOF tlm MU YnIA 2 TM Xrechul dN Po MI dbe9 krtlyndP. Nnw3wkTaal taddaW NFk I2 minimumt l.5,rednum ProdleaLS' nFb�un9ss hdlwddame WrcXqut welanE tlNW Wd dTM1a glpd. Ana. ue p4d I9laswud, nI me gap ann IMm mmrer n amarcMnra W n SdigaN SpatlBratlun 9Ud:3. 1 The maximum depth Arm Ne Anianad Made In Rgp.2T1 FTJT Nwn andber. k ThNM1ameaM g2lem fbe lastded vAlneebilge tlwn S TIO PoY6e1 Be E n may Nes a MYnMd Fal, alE lad wJk may. Ileslipped 619 rale of 1:24 or alaepar. fi The Appealing mall the meaeumd at the W of the p@apl bass NCLLTr. 7. AN PLAO hear; ONE be MoMd pill After Ne area hes been pNNd. A. Al Create rare and tl6ncavinxIi,]hal be as In lmWr H aroiatan«vbh /LLT FIVE PNBCAST MASE SECTION PU'LT BUG WORKS CATCH BASIN TYPE 1 SEPARATE BASE PREAAST IEmEWLa9AaR NOTES �. Nostepa are nandred amen FegmM4orless. L me lPllmn dne lTManaaL mfdt papn may he Moped ro rElMald manln9. 1 TherttOnguln game entl 8lafa mull palnalded b11M1e Im9e Mwn. ma Marto mey ea b9t mm RN edNNment ax4in . KnoticuM shnl have a pd tlJckneas dM nonan to 25 maMmum P a 1.5' MnLmen gap beMaen Me krockotevdand6»audeder of me pipe. After �p�@N�In al� 3 fltl Ilre gaP vMh Ia11RnpIkrM acart@nsaMm StantlaM. a Were III dame and castings shell he ret At mcnar In acmNence efth &anderl SpPNmdpn B4N.3 PIPE CATCH BASIN DIMMS1ONS Mt4y1 wYl BASF ONrggR THICXNbe micate es tYN algRETriffiEllFFM.NEFpt01PE[?KKJ papprode aaSEnEKGREINGSREt DISTAPKE KNUCKOMIS ax M E a piEGanL OUSE NYtl n' 6" 96'M 9L axT IX9 eN �.� wtp <w M 42' F A19 AJ9 are p . M 8, 4w Ir W ar Ms 0.24 lz er or Q39 OX 9} p. tY 54. NOTES �. Nostepa are nandred amen FegmM4orless. L me lPllmn dne lTManaaL mfdt papn may he Moped ro rElMald manln9. 1 TherttOnguln game entl 8lafa mull palnalded b11M1e Im9e Mwn. ma Marto mey ea b9t mm RN edNNment ax4in . KnoticuM shnl have a pd tlJckneas dM nonan to 25 maMmum P a 1.5' MnLmen gap beMaen Me krockotevdand6»audeder of me pipe. After �p�@N�In al� 3 fltl Ilre gaP vMh Ia11RnpIkrM acart@nsaMm StantlaM. a Were III dame and castings shell he ret At mcnar In acmNence efth &anderl SpPNmdpn B4N.3 GIi6pM WpF/warm aHwlh+Iatl.9me,edAAl ie4de. aN°`.�e°f6m1 BID. PIAN E00.00 SLED. PLAN -801.00 4 PUBUC WORKS CATCH BASIN TYPE 2 MARCH 7008 PEPARTMENT MARCH 2000 STORM DRAINAGE PIPE SICE-0 AT10N3 ALL STORK OWN PIPE MAY BE CONSTRUCTED OF ONE OF THE FOLLDWNG MATERVLS UNLESS OTHERWISE SPECIFIED IN THE PIANS, ALL PPE JONTS MUST BE GASKETEI WATERIWT AND MUST BE OF THE SAME MATERIAL AS THE PIPE. ALL PPE SHALL HAVE A MWWAI COVER AS SPECIFIED AND SHALL BE ADEOWTELY PROTECTED WRING CONSTRUCTION (REFER TO THE MWUFACNRER'S RECWMENDI\TIONS FOR MINIMUM COYER FOR HEAVY EQUIPMENT LOADINGS). A DUCTILE IRON - 4 INCH THROUGH 14 INCH DIAMETER PIPE SMALL BE CUSS 52 AND 16 -INCH THROUGH 24 -INCH DIAMETER RPE SMALL BE CLASS SG ALL IN ACCORDANCE WITH USA STANDARD A-21.1 (ANNA C-51). ALL JOINTS SHN.L BE PUSH -M. MINIMUM OR FLANGED (6-I11CH MINIMUM COYER). B. CONCRETE - 4 NCH THROUGH IB INCH DIAMETER RPE SHAL BE NW-FEWFORCED. BELL AND SPIGGT WIN RUBBER GWCET JONTS. CONFORMM TO ASTM C-4 (LIASS 11). 21 AN THROUGH 36 INCH OMMETER RPE SHALL BE REINFORCED, BELL AND SPRAT WITH RUBBER CASKET JONTS, CONFORMING TO ASTM C-76 (2 FOOT MINMM COVER). C. M- 4 INCH THROUGH 18 RICH DIAMETER PIPE, WITH 24 -INCH i0 38-INLN M COVER SHALL BE RI ACCORDANCE WIN ASN 030J1 SON 21 4 -INN THROUGH 18 -NCH DO METER PPE, WIN ASTM D3034 SIR 35 SMALL MAW 36 -INCH MINIMUM LOVER. AL JOINTS SMALL BE RUSH -ON WITH RUBBER CASKETS. PVC STORM PIPE REWIRES A.C. DOLLARS (LE.. CATCH BASIN CONNECTION) IR KOR-N-SEAL CONCRETE BOOTS. 0. HELKAL CORRUGATED PIAN ALUMINUM RPE (CMP) - 6 NCH THROUGH 18 RICH DIAJMR RPE SHALL BE 16 GAUGE WIN 2 2/3 INCH X 1/2 INCH CORRUGATXNS. 21 RICH THROUGH 36 INCH DIAMETER PIPE SNAIL BE 14 GAUGE WTH 2 1/3 INCH X 1/2 INCH CORRUGATIONS REFER TO DETAILS N THESE PVNS FOR ANY PRES LARGER THAN 36 INCH DIAMETER. AL AUMRBZED RPE SMALL HAVE ASPHALT TRFAMENT I COATING (2.0 -FOOT MINIMUM COVER). E. HIDUCAI. CORRUGATED STEEL RPE (HCMP) - 6 INCH THROUGH 36 INCH SHALL BE 15 CADGE WITH 2 2/3 RICH X 1/2 INN WRRUGNTIWS, AL STEEL MATERIALS SHALL BE GAYANZED AID ASPHALT TR TIJENT f COATED. REFER TO DETAILS IN THESE PUTS FOR MY PIPES URGER THAN 36 PINES IN DIAMETER (2.0 -FOOT MIN" COYER). F. CORRUGATED PWYETHELENE MEETING THE REQUIREMENTS OU AASHTO M-294, THE S. WMMUM RPE OAJETER SMALL BE B'. MAXRRW PIPE DIAMETER SHALL BE 36. OR THE DIAMETER FOR WHICH THE SUPPLIER HAS A JOINT CONTOURING TO ASIA D 3212, WHICHEVER 6 LESS. JOINTS SHALL BE CUSSIREO AS 'WATER1K,xT'. WATERTIGHT JONTS SHALL BE MADE WITH A SLEEVE OR WITH A BELL SPRAT AND 94ALL CONFORM TO ASTM D 3212 (108 PSD USRIG ELISTWERIC GASKETS CONFORMING TO AS1M F 477. C.ASKETED JOINTS SHALL W LUBRICATED AS RECO D RPE PIPE ALLONANOEB awnv1cxw12 lMn GTT„ Pa mss'. NYtl �lw eAvl wNliEn . 9L axT °a' l �.� wtp W M• SIDEWALK. DEPENDING ON SIZE OF rr 1'a p . M 51. Ir ■ -1 @ W ■ ee so- u p. 54. aC T GIi6pM WpF/warm aHwlh+Iatl.9me,edAAl ie4de. aN°`.�e°f6m1 BID. PIAN E00.00 SLED. PLAN -801.00 4 PUBUC WORKS CATCH BASIN TYPE 2 MARCH 7008 PEPARTMENT MARCH 2000 STORM DRAINAGE PIPE SICE-0 AT10N3 ALL STORK OWN PIPE MAY BE CONSTRUCTED OF ONE OF THE FOLLDWNG MATERVLS UNLESS OTHERWISE SPECIFIED IN THE PIANS, ALL PPE JONTS MUST BE GASKETEI WATERIWT AND MUST BE OF THE SAME MATERIAL AS THE PIPE. ALL PPE SHALL HAVE A MWWAI COVER AS SPECIFIED AND SHALL BE ADEOWTELY PROTECTED WRING CONSTRUCTION (REFER TO THE MWUFACNRER'S RECWMENDI\TIONS FOR MINIMUM COYER FOR HEAVY EQUIPMENT LOADINGS). A DUCTILE IRON - 4 INCH THROUGH 14 INCH DIAMETER PIPE SMALL BE CUSS 52 AND 16 -INCH THROUGH 24 -INCH DIAMETER RPE SMALL BE CLASS SG ALL IN ACCORDANCE WITH USA STANDARD A-21.1 (ANNA C-51). ALL JOINTS SHN.L BE PUSH -M. MINIMUM OR FLANGED (6-I11CH MINIMUM COYER). B. CONCRETE - 4 NCH THROUGH IB INCH DIAMETER RPE SHAL BE NW-FEWFORCED. BELL AND SPIGGT WIN RUBBER GWCET JONTS. CONFORMM TO ASTM C-4 (LIASS 11). 21 AN THROUGH 36 INCH OMMETER RPE SHALL BE REINFORCED, BELL AND SPRAT WITH RUBBER CASKET JONTS, CONFORMING TO ASTM C-76 (2 FOOT MINMM COVER). C. M- 4 INCH THROUGH 18 RICH DIAMETER PIPE, WITH 24 -INCH i0 38-INLN M COVER SHALL BE RI ACCORDANCE WIN ASN 030J1 SON 21 4 -INN THROUGH 18 -NCH DO METER PPE, WIN ASTM D3034 SIR 35 SMALL MAW 36 -INCH MINIMUM LOVER. AL JOINTS SMALL BE RUSH -ON WITH RUBBER CASKETS. PVC STORM PIPE REWIRES A.C. DOLLARS (LE.. CATCH BASIN CONNECTION) IR KOR-N-SEAL CONCRETE BOOTS. 0. HELKAL CORRUGATED PIAN ALUMINUM RPE (CMP) - 6 NCH THROUGH 18 RICH DIAJMR RPE SHALL BE 16 GAUGE WIN 2 2/3 INCH X 1/2 INCH CORRUGATXNS. 21 RICH THROUGH 36 INCH DIAMETER PIPE SNAIL BE 14 GAUGE WTH 2 1/3 INCH X 1/2 INCH CORRUGATIONS REFER TO DETAILS N THESE PVNS FOR ANY PRES LARGER THAN 36 INCH DIAMETER. AL AUMRBZED RPE SMALL HAVE ASPHALT TRFAMENT I COATING (2.0 -FOOT MINIMUM COVER). E. HIDUCAI. CORRUGATED STEEL RPE (HCMP) - 6 INCH THROUGH 36 INCH SHALL BE 15 CADGE WITH 2 2/3 RICH X 1/2 INN WRRUGNTIWS, AL STEEL MATERIALS SHALL BE GAYANZED AID ASPHALT TR TIJENT f COATED. REFER TO DETAILS IN THESE PUTS FOR MY PIPES URGER THAN 36 PINES IN DIAMETER (2.0 -FOOT MIN" COYER). F. CORRUGATED PWYETHELENE MEETING THE REQUIREMENTS OU AASHTO M-294, THE S. WMMUM RPE OAJETER SMALL BE B'. MAXRRW PIPE DIAMETER SHALL BE 36. OR THE DIAMETER FOR WHICH THE SUPPLIER HAS A JOINT CONTOURING TO ASIA D 3212, WHICHEVER 6 LESS. JOINTS SHALL BE CUSSIREO AS 'WATER1K,xT'. WATERTIGHT JONTS SHALL BE MADE WITH A SLEEVE OR WITH A BELL SPRAT AND 94ALL CONFORM TO ASTM D 3212 (108 PSD USRIG ELISTWERIC GASKETS CONFORMING TO AS1M F 477. C.ASKETED JOINTS SHALL W LUBRICATED AS RECO D RPE w4Ta. aT,�w"`bna. wa.. ma"."u n'a.vae ua�wrvi m�a+a°o""an ME a.naevcmmns.marotwwy mmme+e.R.bl nada w. all. awnv1cxw12 lMn 24' Pa mss'. eYmR �lw i dpe-%M meal wax urem e 1r 4]'lo u2' / M• SIDEWALK. DEPENDING ON SIZE OF 1'a p . M evsi lea SIGN AND NUMBER 4)F ■ -1 @ SIGNS ON POST QiYP.) ■ w4Ta. aT,�w"`bna. wa.. ma"."u n'a.vae ua�wrvi m�a+a°o""an ME a.naevcmmns.marotwwy mmme+e.R.bl nada w. all. awnv1cxw12 lMn 24' Pa mss'. eYmR �lw w dpe-%M meal wax urem aa' 1r 4]'lo u2' ONa/9 M• SIDEWALK. DEPENDING ON SIZE OF 'A t lP N p . M lea SIGN AND NUMBER 4)F ■ -1 @ SIGNS ON POST QiYP.) ■ w4Ta. aT,�w"`bna. wa.. ma"."u n'a.vae ua�wrvi m�a+a°o""an ME a.naevcmmns.marotwwy mmme+e.R.bl nada w. all. awnv1cxw12 lMn 24' Pa mss'. eYmR �lw w dpe-%M meal wax urem aa' 1r 4]'lo u2' ONa/9 M• SIDEWALK. DEPENDING ON SIZE OF PW RnNta PIPE COWPA MON WO'PWt.-Hw'00 DHPAR]'NBNF C�lSION AND OACNWLL NpNCXm NOT TO SCALE AS -B LT NOM VERIICAL DATM0 THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD RLE PREPARED BY BARGMUSEN CITY OF RENTON, NAVD 88 CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIRED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BENCFN AW, BEFORE YOU DICT FIELD SURVEY BY BARCHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL THE ON-SITE PRNATE STORM DRAINAGE FACILITIES AND PUBUC/PRIVATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD O WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING a 8fl REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) I.lea... Sew O 4"x4" all. C5w a POST o K 48" z TOP OF GROUND iNv2. ml �leTaa w s y D OF,TAIL BECKON O4 zae MfcestEl GTGNBIgaIYKt TCE pu aEcnox UA FINALE ERBA NOTES I. The asymmehy 6f me CamMnalbn hletshaU t a constrained When calwlatlfO rhednEM tlHMMefir Md CaNRbasm See SECTONA. 2. The Mren9ma of flea, .Fraraand HondmeYwrye9MSYamanadR- 4. wawmMnsaeemwrmm 4. �m`n L.w:m��advmxmve R leem4Bw PUBUC WORKS DEPARTMENT I Attach the Hdcl W me Mame vAh Me 314'+ Z hex lend bolts, ndN, and toershet a The vla9ha9 and nava dlam9rers adequate is eawBME waft Mfea r Me aMN, <, When pol4ovm gretb are slNdkdln tlN anrdd, pn9Vlde Md M1J¢s In Me frame Rtel6na aaW.-al y dlgn¢d xM Rre grdfe ald6 Loo TeptaEb Foo Ie pren hadaa r vadMI among smYledieemn mheannud faraEnu,aecr9e. Beer BOLT- DOWN DUAL s s oily tluc6e Ban Vanetl Gml®aFellhe usad. A The pan lelllalW9R N shoreline llafeladon demll9 of a mantas lured produtt N and me IMeniduYs plan io ahpw meepedec details necessary To obABN Me cnefings Mean on mis dAAVN OPEN CURB FACE STD.. PLAN - 703'00 FRAME AND GRATE INSTALLATION DETAIL .MARCH2008. ■ ■ IS POST BEHIND SIDEWALK RIM ELEVATION NOTED PER PIAN 1� NOTES: 1) ALL MATERIAL FOR GRATE SHALL BE DUCTILE IRON, ASTM A536 GREG -55-06 2) GRATE SHALL BE OLYMPIC FOUNDRY MODEL No. SM 72B OR APPROVED EQUAL. SQUARE BEEHIVE DRAIN GRATE NOT TO SCALE C) O 4"x4" " C5w a POST o K 48" z TOP OF GROUND w w c 4 OR TOP. OF'CONC. DC M• SIDEWALK. DEPENDING ON SIZE OF 'A t lP N p . M ■ SIGN AND NUMBER 4)F ■ -1 @ SIGNS ON POST QiYP.) ■ POST WITHIN SIDEWALK NOTE: LEGIBILITY DISTANCE SHOULD BE ATg.LEAST 40 FEET PER INCH OF LETTER. HEIGHT: TYPICAL SIGN INSTALLATION DETAIL ADOPTED r GUY OF FtENTON PD PAR M Nxa Beews uRR1ER �' Ba.oa STANDARD PIANS DEPARTMENT LLNLH zc9B e � • LAST DAM ONW2W2 SP PA06 �IZ AS -BUILT ry CITY OF RENTON IKEA PROPERTY KS 420 MAN WOOD ROAD Hq DEPARTMENT OP PUBLIC WMDR CONSHOHOCKEN, PA 19428 �G �V- CONTACT: DWIGHT E. SEATON mP tnZ ROAD AND DRAINAGE NOTES DETAILS CONSTRUCTION MANAGER P. (610) 831-0I80; CELL .W3-849-4623 IKEA REDEVELOPMENT RENTON, WA. ENGINEER: O i CEIMR4� CFB SARGHAUSEN CONSULTING ENGINEERS 4 IELewx CAFE 6/11/2015 FLLEND U15001266 Q 18215 72ND AVENUE SOUTH KENT, �4X WA 98032 T2'VG ENG\NR'4POEtYID JSG gyLE NA FELp SOOK PAGE_'. CONTACT: JAY GRUBB. PE (425)251-6222 awTCi2.8 CPQ R-3847134 N O to 71 It's z imO 7 W U m h. ry CITY OF RENTON IKEA PROPERTY KS 420 MAN WOOD ROAD Hq DEPARTMENT OP PUBLIC WMDR CONSHOHOCKEN, PA 19428 �G �V- CONTACT: DWIGHT E. SEATON mP tnZ ROAD AND DRAINAGE NOTES DETAILS CONSTRUCTION MANAGER P. (610) 831-0I80; CELL .W3-849-4623 IKEA REDEVELOPMENT RENTON, WA. ENGINEER: O i CEIMR4� CFB SARGHAUSEN CONSULTING ENGINEERS 4 IELewx CAFE 6/11/2015 FLLEND U15001266 Q 18215 72ND AVENUE SOUTH KENT, �4X WA 98032 T2'VG ENG\NR'4POEtYID JSG gyLE NA FELp SOOK PAGE_'. CONTACT: JAY GRUBB. PE (425)251-6222 awTCi2.8 CPQ R-3847134 N O to 71 It's z imO 7 W U m to N O O LO D M So 0 wz Y 00 0 >4 z IF -I w a' U� a c 0 ED P c ® C FL 3 0 W w W a 1E Y z O UZ Ram ,. 7"E "Mob beaammo'Iae. 2Tnyq'Brgyaa L RaNd MvIM®In Ne Rahn Maeb"eM1sb MaaN.MRI S P,IIX N elPoiOaia $pedO¢d]n eOS15Q) h, e.1APoM reg8ama,d6 eY.e mm� � ISOMETNC VIEW E[Ci1pM DETAIL Q mLT-O"Ain L PUBLIC WOREB RECTANGULAR FRAME EM' PIAN — 014'00 8DSPARSMENT MARCH MOS �NC.f ILO.. PWBL6PIHGA& ®gilm W' L at�.xwrvGcaaus'•Ral Poxm-¢. t,p o B�«Ixeoalw. W a LI FaY.mmm�eeel. 31TRBNappmwillrtpuuea lap Yµklma l4g,ym p AR.wnlacslnxnl_Reau I tli6tlY �m MNolm Wwn +Wwaln ne&%* �cenLcs-RAa eetle 1 B:' 0 0 d Ik, 0 O ✓P N"emarexa.da. PRCR66 Rxlaex, anm s crus •Rx tiolR,uw sur', 'DA'Ielg,,,..nm RAIL tl erYrv1A BaxM W Vmmmzn<r".o'aY ®� ® ae I za Pmpurc4oxw aar vw�a 4wexe n.mlax ®la mt a x".e Y,. COMMERCIAL STRENGTH WELLED SSEEL PANEL imdlmenymoeu saamMn,m?Rmroe PeeJSSFM9[so LnleanPwnrzYuimmuv MONTAGE CO _ERCLIL MAJESTIC 3lLRAIL Isss u. Mi"go DB: we s9.1 scwC6 DO Nor s<as �'�AMERISTAR® '"'"'0"1016 Imes NS: mull. REV: a � N�R&l�Y]°3xa,ImLamn Rm�ag°�¢ J aDO K N N d I Q � n Mi oo a � a r w, O m � 4 m m z O UZ Ram ,. 7"E "Mob beaammo'Iae. 2Tnyq'Brgyaa L RaNd MvIM®In Ne Rahn Maeb"eM1sb MaaN.MRI S P,IIX N elPoiOaia $pedO¢d]n eOS15Q) h, e.1APoM reg8ama,d6 eY.e mm� � ISOMETNC VIEW E[Ci1pM DETAIL Q mLT-O"Ain L PUBLIC WOREB RECTANGULAR FRAME EM' PIAN — 014'00 8DSPARSMENT MARCH MOS �NC.f ILO.. PWBL6PIHGA& ®gilm W' L at�.xwrvGcaaus'•Ral Poxm-¢. t,p o B�«Ixeoalw. W a LI FaY.mmm�eeel. 31TRBNappmwillrtpuuea lap Yµklma l4g,ym p AR.wnlacslnxnl_Reau I tli6tlY �m MNolm Wwn +Wwaln ne&%* �cenLcs-RAa eetle 1 B:' 0 0 d Ik, 0 O ✓P N"emarexa.da. PRCR66 Rxlaex, anm s crus •Rx tiolR,uw sur', 'DA'Ielg,,,..nm RAIL tl erYrv1A BaxM W Vmmmzn<r".o'aY ®� ® ae I za Pmpurc4oxw aar vw�a 4wexe n.mlax ®la mt a x".e Y,. COMMERCIAL STRENGTH WELLED SSEEL PANEL imdlmenymoeu saamMn,m?Rmroe PeeJSSFM9[so LnleanPwnrzYuimmuv MONTAGE CO _ERCLIL MAJESTIC 3lLRAIL Isss u. Mi"go DB: we s9.1 scwC6 DO Nor s<as �'�AMERISTAR® '"'"'0"1016 Imes NS: mull. REV: a � N�R&l�Y]°3xa,ImLamn Rm�ag°�¢ J aDO I w, erwa � I I '" Rm. ''I E`: Mame H k: oTLs LJ: cows ew+e..l�.n.n.aa amPBaR Ll: vvvE vvWNvD CONTRACTOR SHALL COORDINATE THE SELECTION OF ON-SITE PRIVATE FENCE WITH THE OWNER AND ENGINEER. FENCES SHALL BE 8E, SAME OR SIMILAR (CITY APPROVED) ALTERNATE TO AS SHOWN, BLACK ACRYLIC TOPCOAT, MONTAGE COMMERCIAL MAJESTIC 3/4 AS SHOWN. FENCING SHALL BE ALL INCLUSIVE. CONTRACTOR SHALL PROVIDE A UNIT COST FOR EACH WITHIN THE BID PROPOSAL. savi NOM O PwatlatxaN�mPOre NI ymtlulY Wawa wW d¢MY h d0.... luatlm dMMwn&W ae. a:am:a elrtr..N xmrearaa,aem, a NumeRm NaordrgaengmareawmbWeP Iwaneabawp3 3 R+armsmwad sP.a:l®Yx aaRfslz)m,adaq,4 nwmmeaY ♦ Fa FrBreaelma. aea gNaReabn $WaN PIn 10YF9. vv 2DARER nm.xQ vv®vv� v ari PUBLIC WORKS RECTANGULAR SOLID MD. PIdN EGLSO DEPARTf1ENT METAL COVER MARCH 2008 THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BEFORE YOU DIG FIELD SURVEY BY BARCHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS O q WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PUNS AND THE DOCUMENTED FIELD z 811 REVISIONS AND FUNCTION AS INTENDED. (je) r iERNH [� ieSEE '• BOLT-0OWNROIOTCEl4L NOTES PMie rvaN 1 Ne Mw Pet.re M1a11y W,N wPmemm mme n.:.<. mevlmmRawn aaewta ILOLIETNC aacRdrte aaaNnu. ¢. Raxm PmwaN sa�lr ae"Pos+Na a•mopoaa.wYR.m.nm �aheoNym»yem veNcelrueelowtlorn •VNeaanenrM¢pe4lee,mwpabseM1eAm Yrotl wlM1amnaeN M1ame PPabTd wsy.gulW.artlrtWer. Wva panaMnaEu.Ymma .'Awaao.e,oaae.Oae wl.a reYeN maeaarta PUBIdC WORKS RECTANGULAR R4DIRECTIOMAL M. PLAN - 904080 a DEPARTYRNP VANED GRATE NAECH 2008 !F d \ ❑I NOTES Tm �xama, reY z OTES ab¢In ale pate Neloe vaYeWWrm xMn PeMnInure Rene. WmYn aleoFeantlon.e�Y,mnwgAnarelrtmawteawma z RWrm 9m PN SpeegulMeos.is(1)Memeltlwd rpWvnerva. s Tl,e n;�,¢.anavem¢w.a..eaeaf Ne'. a VIEW, ePeM¢espwiee.vanea9mmi Qee.Y%O'Mtlt 9mM6N IMN P ae:4arelwY p�tlWIX4�agM. rami 9,0..65 Y:N�mYxaW wpn om.wae. Dae mea ereln dum Nw cum ae00� BDo BOLT-0M�N�L M1 -0T OET11LL MOY[E B STD. PUN 204.40 HERRINGBONE CRATE =STANDARD (STD) GRATE AS REFERENCED ON PUN SHEETS. ° PUBLIC WORKS RECTANGULAR M. P11N W4A9 DEPARTMENT HERRINGBONE ORATE MARCH moo OWNERIOUSELLIFER CITY OF RENTON AS—BUILT IKEA PROPERTY INC �y DEPARTMENT OF PUBLIC WORKS AS -BUILT DATED: 12-15-2017 �P�oI STA 5fRLe0 CCONSHOHO420 ALAN CK ND PA 19428 G q�S CONSTRUCTION MANAGER mP ,�Z DRAMGE NOTES AND DETAILS yg ,`AL OA7�p CHECKED F� � ,E s, CONTACT: DWIGHT E. SLATONER CITY OF RENTON, NAVD 88 TO CRY STANDARDS P. (BIO) 831-OIBP, CELL �]-549-46]3 Approved by: Dote 4AtO'�E E: DMDHd.TNLeRFALDu IKEA REDEVELOPMENT RENTONg ViCIIYOF BENCHMARE(NTON CONTROL Approved by: Wte �� `ap .L RAR�GHMISEN CONSULTING ENGINEERS 2 ? CFB�� 6/it/2015 FLEN0. Ui$001; POINT N0. 1864 WAS HELD Approved by: Dale DRAWN I'l 18215 72ND AVENUE SOUTH KENT, �G4 0�y FOR ELEVATION, BEING p WA 99032 TrNc eN ao g1eCK® Jsc eCPIE NA RElDI1001( 1 19.488 FEET (NAVD88) Approved by: Date-�'; CONTACT: JAY GRUBB, BE (425)251-6222 affT CZ.J aP' R-3847135 J savi NOM O PwatlatxaN�mPOre NI ymtlulY Wawa wW d¢MY h d0.... luatlm dMMwn&W ae. a:am:a elrtr..N xmrearaa,aem, a NumeRm NaordrgaengmareawmbWeP Iwaneabawp3 3 R+armsmwad sP.a:l®Yx aaRfslz)m,adaq,4 nwmmeaY ♦ Fa FrBreaelma. aea gNaReabn $WaN PIn 10YF9. vv 2DARER nm.xQ vv®vv� v ari PUBLIC WORKS RECTANGULAR SOLID MD. PIdN EGLSO DEPARTf1ENT METAL COVER MARCH 2008 THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BEFORE YOU DIG FIELD SURVEY BY BARCHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS O q WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PUNS AND THE DOCUMENTED FIELD z 811 REVISIONS AND FUNCTION AS INTENDED. (je) r iERNH [� ieSEE '• BOLT-0OWNROIOTCEl4L NOTES PMie rvaN 1 Ne Mw Pet.re M1a11y W,N wPmemm mme n.:.<. mevlmmRawn aaewta ILOLIETNC aacRdrte aaaNnu. ¢. Raxm PmwaN sa�lr ae"Pos+Na a•mopoaa.wYR.m.nm �aheoNym»yem veNcelrueelowtlorn •VNeaanenrM¢pe4lee,mwpabseM1eAm Yrotl wlM1amnaeN M1ame PPabTd wsy.gulW.artlrtWer. Wva panaMnaEu.Ymma .'Awaao.e,oaae.Oae wl.a reYeN maeaarta PUBIdC WORKS RECTANGULAR R4DIRECTIOMAL M. PLAN - 904080 a DEPARTYRNP VANED GRATE NAECH 2008 !F d \ ❑I NOTES Tm �xama, reY z OTES ab¢In ale pate Neloe vaYeWWrm xMn PeMnInure Rene. WmYn aleoFeantlon.e�Y,mnwgAnarelrtmawteawma z RWrm 9m PN SpeegulMeos.is(1)Memeltlwd rpWvnerva. s Tl,e n;�,¢.anavem¢w.a..eaeaf Ne'. a VIEW, ePeM¢espwiee.vanea9mmi Qee.Y%O'Mtlt 9mM6N IMN P ae:4arelwY p�tlWIX4�agM. rami 9,0..65 Y:N�mYxaW wpn om.wae. Dae mea ereln dum Nw cum ae00� BDo BOLT-0M�N�L M1 -0T OET11LL MOY[E B STD. PUN 204.40 HERRINGBONE CRATE =STANDARD (STD) GRATE AS REFERENCED ON PUN SHEETS. ° PUBLIC WORKS RECTANGULAR M. P11N W4A9 DEPARTMENT HERRINGBONE ORATE MARCH moo OWNERIOUSELLIFER CITY OF RENTON AS—BUILT IKEA PROPERTY INC �y DEPARTMENT OF PUBLIC WORKS AS -BUILT DATED: 12-15-2017 �P�oI STA 5fRLe0 CCONSHOHO420 ALAN CK ND PA 19428 G q�S CONSTRUCTION MANAGER mP ,�Z DRAMGE NOTES AND DETAILS yg ,`AL OA7�p CHECKED F� � ,E s, CONTACT: DWIGHT E. SLATONER CITY OF RENTON, NAVD 88 TO CRY STANDARDS P. (BIO) 831-OIBP, CELL �]-549-46]3 Approved by: Dote 4AtO'�E E: DMDHd.TNLeRFALDu IKEA REDEVELOPMENT RENTONg ViCIIYOF BENCHMARE(NTON CONTROL Approved by: Wte �� `ap .L RAR�GHMISEN CONSULTING ENGINEERS 2 ? CFB�� 6/it/2015 FLEN0. Ui$001; POINT N0. 1864 WAS HELD Approved by: Dale DRAWN I'l 18215 72ND AVENUE SOUTH KENT, �G4 0�y FOR ELEVATION, BEING p WA 99032 TrNc eN ao g1eCK® Jsc eCPIE NA RElDI1001( 1 19.488 FEET (NAVD88) Approved by: Date-�'; CONTACT: JAY GRUBB, BE (425)251-6222 affT CZ.J aP' R-3847135 aDO savi NOM O PwatlatxaN�mPOre NI ymtlulY Wawa wW d¢MY h d0.... luatlm dMMwn&W ae. a:am:a elrtr..N xmrearaa,aem, a NumeRm NaordrgaengmareawmbWeP Iwaneabawp3 3 R+armsmwad sP.a:l®Yx aaRfslz)m,adaq,4 nwmmeaY ♦ Fa FrBreaelma. aea gNaReabn $WaN PIn 10YF9. vv 2DARER nm.xQ vv®vv� v ari PUBLIC WORKS RECTANGULAR SOLID MD. PIdN EGLSO DEPARTf1ENT METAL COVER MARCH 2008 THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BEFORE YOU DIG FIELD SURVEY BY BARCHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS O q WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PUNS AND THE DOCUMENTED FIELD z 811 REVISIONS AND FUNCTION AS INTENDED. (je) r iERNH [� ieSEE '• BOLT-0OWNROIOTCEl4L NOTES PMie rvaN 1 Ne Mw Pet.re M1a11y W,N wPmemm mme n.:.<. mevlmmRawn aaewta ILOLIETNC aacRdrte aaaNnu. ¢. Raxm PmwaN sa�lr ae"Pos+Na a•mopoaa.wYR.m.nm �aheoNym»yem veNcelrueelowtlorn •VNeaanenrM¢pe4lee,mwpabseM1eAm Yrotl wlM1amnaeN M1ame PPabTd wsy.gulW.artlrtWer. Wva panaMnaEu.Ymma .'Awaao.e,oaae.Oae wl.a reYeN maeaarta PUBIdC WORKS RECTANGULAR R4DIRECTIOMAL M. PLAN - 904080 a DEPARTYRNP VANED GRATE NAECH 2008 !F d \ ❑I NOTES Tm �xama, reY z OTES ab¢In ale pate Neloe vaYeWWrm xMn PeMnInure Rene. WmYn aleoFeantlon.e�Y,mnwgAnarelrtmawteawma z RWrm 9m PN SpeegulMeos.is(1)Memeltlwd rpWvnerva. s Tl,e n;�,¢.anavem¢w.a..eaeaf Ne'. a VIEW, ePeM¢espwiee.vanea9mmi Qee.Y%O'Mtlt 9mM6N IMN P ae:4arelwY p�tlWIX4�agM. rami 9,0..65 Y:N�mYxaW wpn om.wae. Dae mea ereln dum Nw cum ae00� BDo BOLT-0M�N�L M1 -0T OET11LL MOY[E B STD. PUN 204.40 HERRINGBONE CRATE =STANDARD (STD) GRATE AS REFERENCED ON PUN SHEETS. ° PUBLIC WORKS RECTANGULAR M. P11N W4A9 DEPARTMENT HERRINGBONE ORATE MARCH moo OWNERIOUSELLIFER CITY OF RENTON AS—BUILT IKEA PROPERTY INC �y DEPARTMENT OF PUBLIC WORKS AS -BUILT DATED: 12-15-2017 �P�oI STA 5fRLe0 CCONSHOHO420 ALAN CK ND PA 19428 G q�S CONSTRUCTION MANAGER mP ,�Z DRAMGE NOTES AND DETAILS yg ,`AL OA7�p CHECKED F� � ,E s, CONTACT: DWIGHT E. SLATONER CITY OF RENTON, NAVD 88 TO CRY STANDARDS P. (BIO) 831-OIBP, CELL �]-549-46]3 Approved by: Dote 4AtO'�E E: DMDHd.TNLeRFALDu IKEA REDEVELOPMENT RENTONg ViCIIYOF BENCHMARE(NTON CONTROL Approved by: Wte �� `ap .L RAR�GHMISEN CONSULTING ENGINEERS 2 ? CFB�� 6/it/2015 FLEN0. Ui$001; POINT N0. 1864 WAS HELD Approved by: Dale DRAWN I'l 18215 72ND AVENUE SOUTH KENT, �G4 0�y FOR ELEVATION, BEING p WA 99032 TrNc eN ao g1eCK® Jsc eCPIE NA RElDI1001( 1 19.488 FEET (NAVD88) Approved by: Date-�'; CONTACT: JAY GRUBB, BE (425)251-6222 affT CZ.J aP' R-3847135