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HomeMy WebLinkAboutzR-3700 SetW zz U W O x a VELMEIR ADUI 5757 WEST M WEST BLOOMF (248) 539 -75 VELMEIR RETAIL PHARMACY RENTON, WASHINGTON 10712 SE CARR ROAD SITE PACKAGE GOVERNMENTAL CONTACTS PLANIM CITY OF RENTON ROCALE TIMMONS 1055 S. GRADY WAY RENTON, WA 98047 (425) 430 -7219 CRY OF RENTON JAN ILLIAN 1055 S. GRADY WAY RENTON, WA 98047 (425) 430 -7216 SODS CREEK WATER & SEWER DARCI MCCONNELL 14616 SE 192ND ST PO BOX 58039 RENTON, WA 98058 (253) 630 -9900 EXT. 107 N0. .NORTH Ma1 LOCATION MAP NOT TO SCALE BY I DATE I APPR R- 310001 SITE AND HILL REMOVAL PLAN -SITE C12 ................. LAYOUT PLAN -SITE N/A tN l wl omam JEV �JEV C1.5 ................. DETALS -SITE �� DATUM `� °KO 1'4 Rnu 6fNF C18 ................. F 110! 61E IMiI S.Y[ AOLV WYY C19 ................. IRI10�@ in. SHEET INDEX CT.1 1 OF 1 ................ C0.1 ................. C0.2 ................. C0.3 ................. TITLE SWEET ALTA /ACSM LAND TITLE SURVEY GENERAL NOTES TESC PLAN TESC NOTES AND DETAILS RETAIL PHARMACY SITE PLANS C11 ................. REMOVAL PLAN -SITE C12 ................. LAYOUT PLAN -SITE C13 ................. UTILITY PLAN -SITE C1.4 ................. GRADING PLAN -SITE C1.5 ................. DETALS -SITE C1.6 ................. DETAILS -SITE C17 ................. STORMWATER PLAN -SITE C18 ................. STORMWATER PROFILES-SITE C19 ................. CONTECH DETAILS C19A ................. CONTECH DETAILS C110 ................. RETAINING WALL PLAN & PROFILE SODS CREEK WATER AND SEWER PLANS C2.0 ................. C2.1 ................. C2.2 ................. C2.3 ................. C2.4 ................. C2.5 ................. C2.6 ................. C2.7 ................. C2.8 ................. C2.9 ................. 02.10 ................. C2.11 ................. C2.12 ................. COVER SHEET - WATER PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFLE CONSTRUCTION PROVISIONS MATERIALS & SURFACE RESTORATION STANDARD DETAILS STANDARD DETALS COVER SHEET - SEWER PLAN AND PROFILE CONSTRUCTION PROVISIONS MATERIALS & SURFACE RESTORATION STANDARD DETAILS PUBLIC R.O.W. IMPROVEMENT PLANS C3.1 ................. REMOVAL PLAN- PUBLIC C32 ................. LAYOUT PLAWPUBLIC 03.3 ................. UTILITY PLAN43UBLIC C3.4 ................. GRADING PLAN - PUBLIC C3.5 ................. DETALS- PUBLIC C3.6 ................. STORMWATER PLAN - PUBLIC C3.7 ................. STORMWATER PROFLES43UBLIC C3.8 ................. 174th PLAN & PROFILE C3.9 ................. WDOT STANDARD DETALS TRAFFIC CONTROL PLANS 04.1 ................. TRAFFIC CONTROL PLAN SE 174TW ST L42 ................. TRAFFIC CONTROL PLAN HOURS RESTRICTED WORK LANDSCAPE PLANS L11 ................. LANDSCAPE PLAN L2.1 ................. LANDSCAPE PLAN ENLARGEMENT AND DETAILS L3.1 ................. IRRIGATION PLAN KEITH OCONNELL 1501 4th Aw. SuBs 1400 Seat6a, WA 98101 -3655 (206) 438 -2700 VELMEIR RETAIL PHARMACY TITLE SHEET cLlI R -!5%C)ccr) 03/28/13 CT.1 // NORTH HORIZONTAL SCALE: 1' =30' 30 0 3D 60 FA IE- M7.22(I2-CONC E) •g1LVERT� LE= 370165(1: jr SANITARY 6EWElt MANHOLE / / �� /3 NISI- 3&&39(fiTVC NE) LE= 36541(x0 IE.= 3&S32(8•P1C Wl FOOD REBAR/CAP I HDA 187W RABB 10957 1BO86 9150 8 -01 -12 t•..A -: EXCEPTON 3-10' POWER -' EASEMENT (664146 l` MAILLET & MUIR ASSOCIATES T.P.N. 2923059042 CHAIN LINK I /)W9170H M AL.T.A EXCEPTION 8 - 25' GAS EASEMENT /9501250239 ASP INVESTMENTS T.P.N. 2923059158 PARm T EXCEPTION 6 - 20' SEWER EASEMENT /9009170444 PARCEL. •B• i EXCEPTON 5 - 6' INGRESS. EOESS EASEMENT 0OU9170413 Sr. ��J73�s I3'' W ASPHALT i I ALTA / ACSM LAND TITLE SURVEY A PORTION OF THE SECTION 29, IN TOWNSHIP 23 NORTH, RANGE 5 EAST, CITY OF RENTON, KING COUNTY, WASHINGTON LE: 380.0(I2 -CONC E) STORM CATCH BASIN _ RIM = 384.43 W �W I.E. 382.0.1(6•CONC NW) TO DITCH OUTFALL .E. =382N(6•CMC SW) _ FROM B61MING R 4f nlll A El"MIN WAY I ' 2 DROPS I STOW CATCH BASIN I V T RIM = 385.38 j I E.384.38(4-1)1 N) \@ YEIFRS I.E: 384.13(8'CWC S) '�I(� - LOADING TOM !' SSFD RIIUP ❑ 1 / MAILLET & MUIR ASSOC. - i. T.P.N. 2923059125 I: sae I I p[F ASPHALT EXISTING COMMERCIAL BUILDING 1:. AREA = 30,202 SQ. FT. 1� I. T 0.69 ACRES �1 w 4t COLOGY BLOCK STORY CATCH BASIN I PoY =38209 ` -Ter LE= 379.79(4•CDNC N) STORM CATCH BASIN II LE= S/9.79(4'CONC E) RIM-38 5.29 ; - -� SPEED BUMP --& 'I1.1� gly�V , LE= 3BJ.19(8'COUC N) --�� 11 : I.E =383.29(8•CONC S) 1 S \ _IL', w' / ASPHALT /I I 4 - I BUILDING OVERHANG PPR�E I/ IL J7s +. •1. r j \ j:. $TERM L CATCH BASIN RIM=S 8 E= 38215( 8•CWC I I N) 1 LE= 38225(8•CONC S) r B I STOW! CATCH BASIN PARCEL AREA 10660 SE I16TH ST (ROSS LAND AREA - IJLJUJ W. FT., 201 ACRES REAM.. WA 98055 I S 422704• W LADDER (SE) V.60, I WATER METER LE= ]1256(4 'CMC E) WATER VALVE FlRE HYDRANT 8 -01 -12 I.E =3]226(6•CONC W� I - DOWN 0.4' SANITARY SEWER MANHOLE 7 -19-12 PoY= 399.38 I /.: jA /.'CONCRETE W, SANITARY E SEWER MANHO TELEPHONE RISER wOOR (S) STREET LIGHT o UTILITY POLE WY ANCHOR j( UOIT STANDARD RISE ,MNCTON BOX © POWER VAULT 2459'09' POWER TRANSFORMER 92 GAS METER 03 GAS VALVE LE�6z23(6.O NE) I II y BOUNDARY UNE -- - - - - -- I Ill - -381 -- - -- MINOR CONTOUR UNE -IB>- - - MAJOR CONTOUR UNE I.E. = 761.03(BTVC E) I STORM DRAIN PIPE SANITARY SEWER PIPE -w- OVERHEAD POWER I BURIED POWER I.E =NXL53(1]•PVC S) 111 I \I I r 11- 361.13(8'PVC NW) 9 11 i I FEND: AS NOTED IAOUER (SE) I DITCH UNE (i HANDICAP PANNING FWNO TAM CONCRETE SURFACE ••20110516000020 GRAVEL SURFACE T.P.N. TAX PARCEL NUMBER IN FACE OF OUR8 1 \ I R =JO&IY BUS STOP SVELTER 8 - 01 -12 I A =51.0 •OUSE STOP-"' 0 / / m na ID A ♦ T'c: R . -' A� • "' `S':.. FOUND REBM /CAR STOW CATCH BASIN PACE IS #11691 2 W CONCETE DRIVEWAY w PoY = 376.38 I.E.= 373.6(12•CMP E) P.O.B. P.O.B. NEW PARCEL A ENTRANCE 0.EVEAT � LE= 373.36(12'QLP W') BUw 9_�042fi16)2_ - LE= 36= .36(12_CMC E) - - �- - - I � I I 1 I I p FOUND 2 1/2' BRASSE W/-X- I e No 0-19-12 NE CORNER OF THE SE QTR OF THE SW QTR OF SEC 29. TERN 23x, RGE X W.M. I I CULVERT .E: 388.76(12 -CONC W) CULVERT $ n I.E: 388.25(12•C(XNC E) p zlFAUCET ON PIPE •STOP' \ I \1x12 FOUND REBAR /CAP may.. PACE IS /11691 LWOSCAP\NC`,M /`192. B -01 -12 W ui ROCKERY �RETNNING WALL I \ _ ASPHALT t -I n rz7- I II 11 I 4' CHAIN LINK FENCE T I I I �= 209742• a ' I I R ]55.00' _ 1 I A= 264.14' I II I I I i I I I I 4 1 I -NISI y WITARY SEWER MANHOLEI PoY= 399.79 ROCKERY I I.E= 389.54(8-PVC E) RETAINING WALL I.E.= 389.39(8•PVC S) I I I J- LWOER (NE) I I 931L =IR I I / / I % I� I IpASPHALT j I lllll `. ORECTONAL 111 I I I ONLY I I � BRICK I Illl a � I I I RwS1ERr l I I I KP m :. I , ESPRESSO I I=s a 11 i I io r''111'r 4' MAN UNK FENCE BUSNESSES' WOW FEFENCE I ///'Ir RETAINING1WALL SANITARY SEWER MANHOLE SANITARY SEWER MANHOE ?e _ GOWN DRIVEWAY m m RIM= 397.78 / 2 DROPS, 1 LUN u' ENTRANCE EXISTING BUILDING LE: W&13(8 -PVC E) AREA =584 SQ. FT. LE: 38&OB(8•PVC SE) 0.01 ACRES LE.- 387J8(8•PVC W) S.E. 176TH ST. - - - OB'JC R0= ADDRESS PARCEL AREA 10660 SE I16TH ST (ROSS LAND AREA - IJLJUJ W. FT., 201 ACRES REAM.. WA 98055 I.E= J89.95(87VC SW) STREET ACCESS ME SUB.ECT PARCEL HAS DIRECT ACCESS TO SE. 174M SL AND SE 176TH SL )7TSIM1►1C4m PARKING SPACES W SJB.ECT PARCEL REGULAR - 22J SPACES HANDICAP - 9 SPACES TOTAL - 2J2 SPACES LEGEND Pow4ao.4o +o B FOUND MONUMENT AS NOTED ' I I.E= J89.95(87VC SW) S 422704• W LADDER (SE) V.60, I WATER METER `FOUND REBAR/CM WATER VALVE PACE IS 111I691 1 FlRE HYDRANT 8 -01 -12 FOUND 2• BRAS9IE W /-li - DOWN 0.4' SANITARY SEWER MANHOLE 7 -19-12 PoY= 399.38 SANITARY SEWER MANHOLE LE.= ML%8•PYC NE) VAULT I.E =mL6%s -PVC W) TELEPHONE RISER wOOR (S) STREET LIGHT LEGEND DQSTING FEATURES +o B FOUND MONUMENT AS NOTED a SIGN ® BOLAR0 EB WATER METER N WATER VALVE fQ FlRE HYDRANT ❑ STORM CATCH BASIN 0 SANITARY SEWER CLEAN OUT < CULVERT Q SANITARY SEWER MANHOLE ON VAULT o TELEPHONE RISER RADIUS STREET LIGHT o UTILITY POLE -0 WY ANCHOR j( UOIT STANDARD M ,MNCTON BOX © POWER VAULT 2459'09' POWER TRANSFORMER 92 GAS METER 03 GAS VALVE 0 MONITORING WELL C} BOUNDARY UNE -- - - - - -- EASEMENT UNE - -381 -- - -- MINOR CONTOUR UNE -IB>- - - MAJOR CONTOUR UNE 15. STORM DRAIN PIPE SANITARY SEWER PIPE -w- OVERHEAD POWER - __® --- ® --- ®_ BURIED POWER - - -m -m - BURIED TELEPHONE UNE PER RECORD - NOT SURVEYED __. - - -- BURIED WATER UNE PER RECORD 17. - NOT SURVEYED .. - FEND: AS NOTED < --- -<- - -- DITCH UNE (i HANDICAP PANNING FIXNRE FlUNG CONCRETE SURFACE ••20110516000020 GRAVEL SURFACE T.P.N. TAX PARCEL NUMBER OOZ�ZA, ROMMY vV DECIDUOUS TREE AS NOTED LINE AND CURVE TABLE UNE I BEARING I DISTMCE 119104261602 BOUNDARY UNE ADJUSMENT COVENANTS CONDITIONS RESIRICTIWS � LI N 01'45'15• E 199.24' L2 N 01'45'15' E 206.03 L3 5 78'49'12" E 303.40' L4 5 01'44'51' W 69.40' IS 5 422304' W 21.60' 76 S 86'5000 W 308.01' CURVE RADIUS MC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE Cl 25.00' 10.90' MINERAL RCRTS 10.82' S 1044'22" E 2459'09' 12 I ]55.00 I 264.14 I 262.19 S 14'5230' E 20'02'42' C} 300.1] 51.30 N/A 51.24' N 68'2353 W OW32'14' R- 310002 BASIS OF BEARING WASHINGTON STATE PLANE COORDINATE SYSTEM, SCUM ZONE FROM NAD 83 -91 VERTICAL DATUM NAw W BENp1MARK - KC BM •ESA' LTEVARW = 400.968' CONTOUR DATA PER GROUND SURVEY PERFORMED IN •ALLY, 2012, BY SITS AND HILL MONEER£ INC. CONIWR INTERVAL I' FLOOD ZONE CLASSIFICATION ZONE X - AREAS DETERMINED TO BE OUTSIDE 500 -YEAR 11000PWN, PER FLOOD INSURANCE RAZE MAP FOR MUG COUNTY, WASHINGTON AND INCORPORATED AREAS. MAP NUMBER 5303300979F, REMSED MAY 16, 1995. SPECIAL EXCEPTIONS MCAN TITLE AIMWAPiX ll MY - ALTA CIMI AQNT NUYWF 5110311• DATED AoPoI. 2A 2014 NO. AM DESCRIPTION 1. 119104261602 BOUNDARY UNE ADJUSMENT COVENANTS CONDITIONS RESIRICTIWS � � EASEMENTS, NOTE£ DEDICATIONS AND SETBACKS, IF ANY, SET FORM FOR REAL ESTATE EXCISE TAX. 2. OMITTED J. 5664146 POKER EASEMENT - PUCET SOUND POWER AND VGHT COMPANY 4. OMITTED 5. 900917044J INGRESS EGRESS, CIRWwiIW AND LANDSCAPING 6. 9009170444 SE61EFR UNE EASEMENT 7. 5009170448 DRIVEWAY EASEMENT 8. 9501250239 GAS EASEMENT - WASHINGTON NATURAL GAS 9. -2813921 MINERAL RCRTS *2157496 , 10. OMITTED II. WIRED 12, N/A REAL ES TA IE EXCISE TAX 13. N/A GENERAL AND SPECIAL TAXES 14. OMITTED 15. WITTER 16. •120010425000497 TOWER EASEMENT - WEST WIRELESS - 20040619000541 MEMORMOUM OF AS9GYMENT AND ASWMPTLW AGREEMENT - SPRINT SPECTRUM LP. 17. "20040102001260 ASSCNMENT CF EMETIC& UMNEST IN DEED OF )RUST. I& "20020726002114 DEED QU TRUST, ASSOIMENT OF REARS, SEWRITY AGREEMENT AND FIXNRE FlUNG 19. ••20110516000020 UCC RNMONG STATEMENT • CANNOT BE SHOWN HEREON WE TO AMBIWOUS OR INSUMCIENT LEGAL DESCRIPDW. w FXCEPRW COVERS ENTIRE PARGTI. NOTES 1. FIELD WOW PERFORMED IN ALY, 2012 2 FTETD EQUIPMENT USED: TUPCCN 0 TOTAL RCWORC STATION 3 MIS SUR4£/ WAS PERFORMED BY RELD TRAVERSE WTH ME FINAL RESULTS EXCEEONC ME QURREM TRAVERSE S7MD4R0S CONTNNED IN WAC. J32- 130-090. 4. ALL RRf INFORMARW SHOWN HEREON HA5 BEEN TAKEN MEN MICA W RTE INSURANCE COMPANY COMIWENT RLE NO. 1140941, DAVID OCTOBER 17, 2012. IN PREPARARW OF MIS ALTA /ACSM LAND RILE SURVEY, SOTS AND HILL ENGINEERS INC HAS CONDUCTED NO INDEPENDENT Nil£ SEARCH NOR IS SETS AND HILL ENONEERS INC AWARE OF MY RRE IMES AFFECMC ME SURVEYED PROPERTY OWER MAN NOSE SHOWN W ME MAP AND /CH DISCLOSED BY SAID RU COMPANYS ORDER. SM AND HILL ENGINEERS INC. HAS RELIED WHOLY ON SAID NU COMPANYS REPORT AW MEREORE QUALIOES ME MAP'S ACCURACY AND COMPLETENESS M MAT EXTENT. 5. IN ACCORDANCE HIM ME REMSED CODE OF WASKNGTON (R.CW.) M09 AND ME WASHINGTON ADMINISMARVE CODE (RAC.) M2 -130, MIS SURVEY MAY DEPICT OCCUPARONAL INDICATORS MAT &MR FROL ME DEEDED LOT ONES THESE NOCATORS IF AT AL. PRESENT MAY REPRESENT A POTENRAL FOR CLAMS OF UNWRITTEN RTLE MIS WRWY DOES NOT PURPORT TO RE6 W SUCH RIEWS 6. RECORD DE SURVEY RECORDING NO. 910189MI AND KING COUNTY BOUNDARY UNE MJUSWENT RECORDING NO. 9104261602 ARE ME BASS OF THE BOUNDARY OF MIS SIURV£Y LEGAL DESCRIPTION PARCEL A: LOT A, KING COUNTY BOUNDARY UNE ADJJSWENT NUMBER S91L0059, RECORDED UNDER RECORDING NUMBER 9104261602, IN KING COUNTY, WASIINGIW. PARCEL B. AN EASEMENT FOR IMPIN)"ENT USE AND MAINTENANCE, FOR INGRESS EGRESS CRWLARW AND LANDSCAPING AS ESTABLISHED BY INSTRUMENT RECORDED UNDER RECCRNNC NUMBER MI70N3. PARCEL C. AN EASEMENT FLIP SEWER UNE AS ESTABLISHED BY INSTRUMENT RECORDED UNDpt RECORDING NUMBER 9009170444. PARCEL D. AN EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS MAT PORROW CF LOT C KING COUNTY BOUNDARY LINE ADAISWENT NUMBER SIRL0069. RECORDED UNDER RECORDING NUMBER 9104261602. DEERIMIED AS ACCESS EASEMENT W SURVEY RECORDED UNDER RECORDING NUMBER 91010001. TO CHICACO 71RE INSURANCE COMPANY,, MNOQY, ALLOT AND SIYDEEF, LIP AND WASIINCI Mf CIS PHARMACY, LLC: WS IS TO CERNFY MAT MIS MAP OR PLAT AND ME SURVEYW WHICH IT IS BASED NET MADE IN ACCORDANCE MRI ME 2011 MINIMUM STANDARD WINE REQUIREMENTS FOR ALTA /ACSM LOUD RILE SURV£GS JONTY ESTABJEhED AND ADOPTS BY ME ALTA AND NSPS AND INCLUDES TABLE A ITEMS 2 3, 4, 5, AJ, 6. 9, 13, N AND 17 HEREOF. ME RM MJRA WAS COMPLEED IN JJLY. 2012 - ROBERT N. 08 P.LS WASHINGTON STALE RESISMATIW NUMBER 16062 10/26/2012 FP Z a � a E2 N N °-a n CL O C:) 6 M W 0) 10 Z Q y 10 .^ 6 Y/ 1CID cc z Z g 0 U Q �La F r J �a _ STIFF! N0._ 1OF1 . PRGEtt .. 15376 2 � 8 JZ w � � u 06 rc 9 9 - w -4 W � U FZ IY El El qE � s I iS W W , $ 9sa a bI Z a � a E2 N N °-a n CL O C:) 6 M W 0) 10 Z Q y 10 .^ 6 Y/ 1CID cc z Z g 0 U Q �La F r J �a _ STIFF! N0._ 1OF1 . PRGEtt .. 15376 2 � 8 JZ >;a 06 Lu 9 9 - w -4 W � U FZ IY qE � W// U) Z W W , $ Z a � a E2 N N °-a n CL O C:) 6 M W 0) 10 Z Q y 10 .^ 6 Y/ 1CID cc z Z g 0 U Q �La F r J �a _ STIFF! N0._ 1OF1 . PRGEtt .. 15376 w ww a- a 1 2. 3. 4. 5. 6. 7. in 9. TESL NOTES : THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAWTEILWCE, REPLACEMENT AND UPGRADING OF THESE ESC FACILITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. THE TESC FACILITIES SHOWN ON THIS PUN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS. THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL. BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURE MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACES THAT AT PROJECT COMPLETION WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTRUBED STATE TO THE MAXIMUM STINT FEASIBLE ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSITE IN A DESIGNATED, CONTROLLED AREA NO ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE THE SOIL IN ANY AREA THAT HIS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MITIGATE FOR LOSS OF MOISTURE- HOLDING CAPACITY. THE AMENDMENT SHALL TAKE PUCE BETWEEN MAY 1 AND OCTOBER 1. REPLACED TOPSOIL SLWl BE A MINIMUM OF 8 INCHES THICK. REPLACED TOPSOIL SHALL HAVE ORGANIC MATER CONTENT BETWEEN 8 AND 13 PERCENT DRY WEIGHT AND A PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS. SITE REMOVAL NOTES : 1. ALL EXISTING SITE FEATURES ABOVE OR BELOW THE GROUND SURFACE, INCLUDING BUT NOT LIMITED TO, FOUNDATIONS, PAVEMENT, SIGNAGE, UTILITIES, UTILITY STRUCTURES, LANDSCAPING (REFER TO SHEET L1.0 FOR TREE REMOVALS), AND FENCING WITHIN THE REMOVAL BOUNDARY ARE TO BE REMOVED ENTIRELY AND DISPOSED OF UNLESS OTHERWISE NOTED ON THE PLANS OR AS DIRECTED BY THE OWNER. ALL PUBLIC STRUCTURES TO BE REMOVED ARE TO BE RELOCATED OR TO BE COORDINATED WITH DPW FOR DROP OFF OR PICK UP (IE. HYDRANTS, GATE VALVES MH & CB FRAME COVERS). 2. IF ANY ADDITIONAL REMOVALS ARE REQUIRED OUTSIDE THE REMOVAL BOUNDARY FOR UTILITY CONNECTIONS OR DRIVEWAYS, THEY SHALL BE REMOVED AND REPLACED WITH IDENTICAL MATERIALS AT THE CONTRACTOR'S EXPENSE. 3. ALL UTILITY STRUCTURES WITHIN REMOVAL BOUNDARY TO REMAIN SHALL BE RAISED OR LOWERED TO MATCH FINISHED GRADE. THIS INCLUDES, BUT IS NOT LIMITED TO, SANITARY, STORM, WATER, ELECTRICAL, TELECOM STRUCTURES, GATE VALVE BOXES, & HAND HOLES. REFER TO SHEET C3.1 4. ALL ELECTRICAL & TELECOM UTILITIES SERVICING ITEMS TO REMAIN SHALL BE FIELD VERIFIED & RELOCATED PRIOR TO DEMOLITION SUCH THAT THE OWNER DOES NOT EXPERIENCE ANY "OUTAGES" OR "FAILURES" WITH THEIR INTERNAL ELECTRICAL, TELEPHONE, SECURITY OR COMPUTER SYSTEMS. DAMAGE TO ANY OF THESE UNDERGROUND UTILITIES OR ELECTRICAL SYSTEMS SHALL RESULT IN THE CONTRACTOR HAVING TO MAKE THE NECESSARY REPAIRS TO THE OWNERS SATISFACTION & AT NO COST TO THE OWNER. 5. COORDINATE ALL ELECTRICAL, GAS, AND TELECOM UTILITY REMOVAL/ RELOCATION WITH APPROPRIATE UTILITY COMPANY. 6. UNDERGROUND SERVICE UTILITIES SHOWN TO BE REMOVED SHALL BE DONE SO ENTIRELY WITH THE REMAINING PORTIONS TO BE CAPPED /BULKHEADED (WHEN APPLICABLE) PER CITY /MUNICIPAL /UTILTFY COMPANY STANDARDS. 7. CONCRETE WALKS & CURB & GUTTER SHOWN TO BE REMOVED SHALL BE DONE SO TO FULL DEPTH & SHALL BE SAWCUT AT THE NEAREST EXISTING JOINT. 8. ALL CONCRETE & BITUMINOUS PAVEMENT AREAS SHOWN TO BE REMOVED SHALL BE DONE SO TO FULL DEPTH & SHALL BE SAWCUT ALONG THE REMOVAL BOUNDARY UNLESS OTHERWISE NOTED. 9. EXISTING TRAFFIC SIGNS ARE NOT TO BE REMOVED WITHOUT PRIOR NOTIFICATION AND APPROVAL OF A CITY /COUNTY /STATE ENGINEER. ANY SIGNS DAMAGED DURING CONSTRUCTION ACTIVITY SHALL BE REPLACED TO THE CITY/COUNTY /STATE'S SATISFACTION, AT THE CONTRACTOR'S EXPENSE. 10. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL DEMOLITION PERMITS REQUIRED BY THE MUNICIPALITIES INCLUDING ALL INSPECTIONS BEFORE, DURING, AND AFTER DEMOLITION. 11. ACCESS TO ALL RESIDENTIAL AND COMMERCIAL DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES. 12. ALL TRAFFIC CONTROL DEVICES AND THEIR USAGE SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), 2009 STATE OF WASHINGTON EDITION. SITE UTLITY NOTES: 1. CONTRACTOR SHALL ADJUST ALL UNDERGROUND STRUCTURES AND 5. ALL SOLID STORM PIPE AS CALLED OUT ON THE PLANS SHALL BE CORRESPONDING SURFACE FEATURES TO PROPOSED GRADES. ADS N -12 PIPE WITH 'WATER -TIGHT JOINTS PER ASDA D 3212, OR APPROVED EQUAL 2. CONTRACTOR SHALL REFER TO THE UTILITY CROSSING NOTES FOR ELEVATIONS OF CONDUCT AND PIPING CROSSING OTHER 6. ALL UNDERDRAINS SHALL BE RIGID, PERFORATED PIPE UTILITIES. CONTACT ENGINEER IF DIFFICULTY IS EXPERIENCED CROSSING OTHER UTILITIES. 7. ALL UTILITY CONSTRUCTION SHALL CONFORM TO SODS CREEK CONSTRUCTION STANDARDS FOR WATER AND SANITARY SEWER AND 3. LAYOUT OF COMMUNICATIONS & ELECTRICAL CONDUITS, PLACEMENT CITY OF RENTON CONSTRUCTION STANDARDS FOR STORM SEWER. OF ELECTRICAL LIGHT POLES, AND LOCATION OF COMMUNICATION & ELECTRICAL SURFACE FEATURES ARE TO BE AS SHOWN ON 8. REFER TO SHEET CIA FOR ANY ADDITIONAL SITE UTILITY DETAILS. DRAWING ESO.1. COMMUNICATION & ELECTRICAL INFORMATION SHOWN ON UTILITY SHEETS IS FOR COORDINATION /REFERENCE ONLY. 9. ALL STORM DRAIN INLETS MUST BE STAMPED /STENCILED -DUMP NO WASTE DRAINS TO STREAM'. 4. CONTRACTOR SHALL COORDINATE PLACEMENT OF ALL ELECTRICAL/ COMMUNICATION AND IRRIGATION CONDUITS UNDER PAVEMENT AS SHOWN ON ELECTRICAL AND IRRIGATION DRAWINGS. 7"1 c 27jj a7H IN COMPLIANCE WITH CITY OF RENTON ST DARDS or B Date: Y BY Date: ByiL Date: BY: Data: BY I DATE I APPR aw nec SITS AND HILL JEV GENERAL NOTES 1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES FOUND ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO COMMENCEMENT OR CONTINUATION OF CONSTRUCTION ACTIVITIES. 2. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS (OSHA) SAFETY STANDARDS. IF REQUESTED BY THE INSPECTOR, THE CONTRACTOR SHALL PROVIDE PROOF OF A PERMIT FROM SAID DIVISION. 3. CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY, COUNTY AND /OR STATE INSPECTOR 48 HOURS PRIOR TO COMMENCING CONSTRUCTION AND 24 HOURS IN ADVANCE OF SPECIFIC INSPECTION NEEDS DURING THE COURSE OF THE WORK. ALL WORK SHALL BE PERFORMED DURING NORMAL WORKING HOURS AND SUBJECT TO INSPECTION BY THE CITY, COUNTY, AND /OR STATE. WHERE OVERTIME INSPECTION IS NEEDED, SUBJECT TO THE AVAILABILITY OF AN INSPECTOR, AND APPROVED BY THE ENGINEER, THE CONTRACTOR WILL BE BILLED FOR SAID INSPECTION SERVICES AS PROVIDED IN THE MOST RECENTLY ADOPTED RESOLUTION WHICH ESTABLISHES THE FEES FOR SUCH SERVICES. 4. CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER TO MINIMIZE INCONVENIENCE TO THE ADJACENT BUSINESSES AND /OR RESIDENCES. 5. UTILITY LOCATIONS AND DEPTHS SHOWN HEREON HAVE BEEN PLOTTED IN ACCORDANCE WITH DATA FURNISHED BY THE UTILITY COMPANIES, THE MUNICIPALITIES, AND A SITE SURVEY. LOCATIONS ARE APPROXIMATE AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAY BE AFFECTED BY THESE OPERATIONS. ALL COSTS FOR PROTECTING, REMOVING, AND RESTORING EXISTING IMPROVEMENTS SHALL BE BORNE, SOLELY, BY THE CONTRACTOR. 7. ALL NEW SIDEWALKS AND PAVEMENT SHALL CONFORM TO CURRENT CITY OF RENTON AND WSDOT SPECIFICATIONS. B. CONSTRUCTION WORK ZONE TRAFFIC SIGNS AND STRIPING SHALL BE FURNISHED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCIES HAVING JURISDICTION. A TRAFFIC CONTROL PLAN, PREPARED BY THE CONTRACTOR, MAY BE REQUIRED BY THE COUNTY OR STATE. "CONSTRUCTION AHEAD" WARNING SIGNS ARE TO BE INSTALLED ALONG ADJACENT DRIVEWAYS OR ROADS. FLASHERS WITH CAUTION TAPE ARE TO BE INSTALLED WHERE ANY CONSTRUCTION ACTIVITY CROSSES A SIDEWALK OR PEDESTRIANS PATH IN ACCORDANCE WITH THE SPECIFICATIONS AND ANY /ALL LOCAL REGULATIONS. 9. NO STOPPING, PARKING, OR STORING OF CONSTRUCTION MATERIALS IN THE PUBUC STREETS OR ANY DRIVEWAY. 10. CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATOR SERVICE AT 811 OR 1- 800 - 424 -5555, AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO SCHEDULE THE MARKING OF R= 310003 v= 11Yi�9 N/A �aimYOwr'�'wo°,co/1W1 um �� DATUM KEITH OCONNELL 1501 4M M., S.H. 1400 R R4I DON[ 54a1H4, WA 96101 -3655 MW 9[EO eWE AOWIm9YY (206) 436 -2700 EXISTING UTILITY LOCATIONS. 11. URS WILL PROVIDE ELECTRONIC FILES FOR LAYOUT PURPOSES UPON RECEIPT OF AN EXECUTED URS DRAWING USE AGREEMENT. 12. THE CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITIES PRIOR TO THE START OF WORK. ALL WORK PERFORMED BY PUBLIC UTILITIES TO REMOVE OR RELOCATE EXISTING UTILITIES SHALL BE DONE AT THE CONTRACTOR'S EXPENSE. 13. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION FACILITIES TO INSURE THAT SEDIMENT -LADEN WATER DOES NOT ENTER THE NATURAL OR PUBLIC DRAINAGE SYSTEM. AS CONSTRUCTION PROGRESSES AND UNEXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES MAY BE REQUIRED TO INSURE 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. 14. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR CITY APPROVAL. 15. ALL DEMOLITION DEBRIS MUST BE DISPOSED OF LEGALLY, OFF SITE. 16. PREPARE TOPSOIL AND SUBSOIL OF ALL AREAS DISTURBED AND REGRADED BY CONSTRUCTION IN ACCORDANCE WITH THESE PLANS. PROVIDE AND INSTALL NEW PLANTS AND LANDSCAPING MATERIALS IN ACCORDANCE WITH THESE PLANS. 17. FIELD VERIFY ALL DIMENSIONS PRIOR TO START OF WORK. 18. ALL EARTHWORK AND CONSTRUCTION PERFORMED BY THE CONTRACTOR SHALL BE CONSISTENT WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT BY TERRACON. 19. WITHIN THIRTY (30) DAYS OF COMPLETION OF GRADING WORK, THE APPUCANT SHALL HYDROSEED OR PLANT AN APPROPRIATE GROUND COVER OVER ANY PORTION OF THE SITE THAT IS GRADED OR CLEARED OF VEGETATION AND WHERE NO FURTHER CONSTRUCTION WORK WILL OCCUR WITHIN NINETY (90) DAYS. ALTERNATIVE MEASURES SUCH AS MULCH, SODDING, OR PLASTIC COVERING AS SPECIFIED IN THE CURRENT KING COUNTY SURFACE WATER MANAGEMENT DESIGN MANUAL AS ADOPTED BY THE CITY OF RENTON MAY BE PROPOSED BETWEEN THE DATES OF NOVEMBER 1ST AND MARCH 31ST OF EACH YEAR. THE DEVELOPMENT SERVICES DIVISION'S APPROVAL OF THIS WORK IS REQUIRED PRIOR TO FINAL INSPECTION AND APPROVAL OF THE PERMIT. 20. COMMERCIAL, MULTI - FAMILY, NEW SINGLE FAMILY AND OTHER NONRESIDENTIAL CONSTRUCTION ACTIVITIES SHALL BE RESTRICTED TO THE HOURS BETWEEN SEVEN O'CLOCK (7:00) A.M. AND EIGHT O'CLOCK (8:00) P.M., MONDAY THROUGH FRIDAY. WORK ON SATURDAYS SHALL BE RESTRICTED TO THE HOURS BETWEEN NINE O'CLOCK (9:00) A.M. AND EIGHT O'CLOCK (8:00) P.M. NO WORK SHALL BE PERMITTED ON SUNDAYS. SITE GRADING NOTES : 1. EXPOSED SOIL MUST BE COVERED WITHIN 5 DAYS OF EXPOSURE DURING THE DRY SEASON (APRIL 1 THROUGH SEPTEMBER 30) AND WITHIN 48 HOURS OF EXPOSURE DURING THE WET SEASON (OCTOBER 1 THROUGH MARCH 31). ORGANIC MULCH SHALL BE USED FOR COVER UNLESS THE SLOPE IS STEEPER THAN 3:1 AT WHICH POINT A BIODEGRADABLE NET (JUTE MAT) SHALL BE USED TO STABILIZE THE MULCH. 2. ALL ROADWAYS MUST BE KEPT CLEAN AND FREE OF SEDIMENT. 3. ALL PAVEMENT AREAS SHALL BE COMPACTED TO 95% MODIFIED PROCTOR. 4. CONSTRUCTION RECORDS OF SOIL ACTIVITIES AND COMPACTION TESTING SHALL BE TRANSMITTED ON A WEEKLY OASIS. ALL TESTS SHALL INCLUDE A MAP SHOWING THE TESTING LOCATION. 5. PLASTIC COVERING MAY BE USED ON STOCKPILE AREAS TO MAINTAIN OPTIMUM MOISTURE CONTENT AND PREVENT SEDIMENT TRANSPORT. VELMEIR RETAIL PHARMACY GENERALNOTES I? �u �c7G? ©,� 03/28/13 Co.1 3 CULVERT w -LI IC "O =o LE.= 367.22(12 "CONC E) ` + w ` � CULVERT T w - w t I.E.= 370.65(12"CONC a4) -w -w �i -w 2 DROPS SINGLE LAYER SILT FENCE SANITARY SEWERJ\ NITARY SEWER MANHOLE W A= 373.54 =365.39(6'PVC NE) =365.44(NO PIPE E) F 365.32(TPVC W) w O a � STATIONS h h 7 r•. / r �es �� r rl FOUND REBAR /CAP 1 2 198" �• SINGLE DYER NAG S-75 SILT FENCE r r I a MAG NAIL /WASHER i 1.0 I 1 CLEARING LIMITS, , n SEE REMOVAL PLANS C1.1 AND C2.1 2 Y '' I` AFN 5664146 NAG 8.75 < I Z amx K0 1MM tJ TILL �Z ,yam MAILLET & MUIRa REVISION ASSOCIATES so T.P.N. 2923059042 N DITCH #4 n I N SEDIMENT TRAP 12, S® _ FOR 221 ACRES = 2174 SFr OF SURFACE AREA REQ'D, SEE DETAIL ON SHEET C0.3 11 NIAIIIYi2cl R= 25.00' EASEMENT FOR PARKING, CIRCULATION, AND 11 LANDSCAPING AFN 900 DITCH 13 1 25' GAS EASEMENT AFN 9501250239 i ASP INVESTMENTS T.P.N. 2923059 _SINGLE..LAYER -�� SILT FENCE 444 i---7 _ .0 PARCEL "8" 6' INGRESS, EGRESS EASEMENT I Sil, nm 0443 CONSTRUCTION ENIWWCE PAVEMENT SHAT BE MAINTAINED (EITHER AS EXISTING PAVEMENT D T OR RASE COURSE) IN THIS AREA ACE of TO PROVIDE ACCESS FOR 1 -12 PROPERTY TO THE WEST I PVC E (12-PVC S) (8'FVC NW) r ONLY 1 SINGLE LAYER SILT FENCE CONC E) - ---- ' 1.12 \ 92.35- - - 2 Jj s 1 D l� REMOVE CATCH BASIN BEFORE PLACING STABILIZED SINGLE LAYER SILT FENCE DITCH $2 EX. 8" A.C. WATER MAIN -\ CLEARING LIMITS, APO SEE REMOVAL PLANS SINGLE LAYER SI FENCE NTROL C1.1 AND C2.1 LT - -- � PARKING AND FUELING i AREA WITH SPILL ,RESPONSE MATERIALS AND WASTE LIQUID STORAGE 78'49' Z,. E''' w 303.40' ' ` sTO FIR II�U� TEMPORARJ EROSION CONTROL LANKET, TYP. STORM CATCH BASIN EX. MANHOLE #1252- RIM = 397.78 FOUND REBAR /CAP I.E.= 388.13(8"PVC E) PACE LS #11691 I.E.= 388.08(8PVC SE) 8 -01 -12 G0j(T8 LE.= 387.7B(8'PVC W) P.O.B. ,<tQ�.l. �f. ,Annro 1c1 1 of n TBM #2 ELEV 400.69 zs IIN m RR SPIKE 0 ° � I FOUND REBAR /CAP PACE LS #11691 8 -01 -12 - - _ \ W I CATCH BASIN SILT INSERT C o U M LU \ to , 1 q �A �L \ TEMPORARY SION COt[iJtOL , TYR , I r � 1 TEMPORARY EROSION w 1 CONTROL BL7 o I 2 DROPS, 1 LUMO I i � I I 1 I SANITARY SEWER MANHOLE RIM = 399.79 I.E.= 389.54(8PVC E) LE=389.39(8°PVC S) 1 LADDER (NE) EX. 8• SANITA Y SEWER 5.7' 1 FOUND REBAR /CAP PACE LS #11691 CLEARING LIMITS, SEE REMOVAL PLANS CIA AND C2.1 DIRECTIONAL ONLY s 1 1 FOUND REBAR /CAP 9 PACE LS #11691 8 -01 -12 x' EX. MANHOLE #13 -2 RIM= 400.40 1 I.E.= 389.01(87PVC N) LE- 389.95(87PV -Ft MAG EX. 8' SAN I LADDER (SE) 7 -19 -12 o S 4284" W S <° 21.60' FOUND REBAR /CAP 4 0 GRAPHIC SCALE 30 0 15 30 IN COMPLIANCE WITH CITY OF RENTON ST NDARDS BY Date: `t % 13 BY Data d. Date: BY: Date: COMTRWTM SEOL13C c 1. APPLY FOR k OBTAIN ALL REQUIRED PERMITS INCLUDING TO BUT NOT LIMITED TO SOIL SEDIMENT CONTROL PERMIT do STATE NPDES PERMIT NOTICE OF COVERAGE FOR CONSTRUCTION ACTIVITIES. 2. HOLD THE PRE - CONSTRUCTION MEETING. 3. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 4. FLAG OR FENCE CLEARING LIMITS. 5. INSTALL CATCH BASIN PROTECTION. 6. GRADE AND INSTALL CONSTRUCTION ENTRANCE 7. INSTALL PERIMETER PROTECTION. 8. CONSTRUCT SEDIMENT TRAPS. 9. GRADE AND STABILIZE CONSTRUCTION ROADS. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES, OR INSTAL. NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUNAFNT. 13. STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE 14. SEED, SOD, STABILIZE ALL DISTURBED AREAS AND REMOVE 8MPs IF APPROPRIATE. LINING INSTALLATION LINING. 1 D Z1 Z2 1 B CHANNEL CROSSSECTION ZrO71940orz, 0 L fikII�i 91 _ SINGLE LAYER SILT ...... FENCE, SEE DETAIL 1 DOUBLE LAYER SILT ----- - - - - -- FENCE, SEE DETAIL 4 "- ' -' - - -" STABILIZED CONSTRUCTION ENTRANCE, SEE DETAIL 2 CATCH BASIN SILT INSERT, SEE DETAIL. 3 DITCH, SEE DETAIL --- . -...- THIS SHEET SEDIMENT TRAP �j-- 1H-Ij --H OUTLINE, SEE DETAIL 5 CLEARING LIMITS DITCH NO. STATIONS f r•. . �es �� ., 1 Iv'a°ta' I.t DATUM BEE PLAN 1 2 1.0 �• __ NAG S-75 2 SEE PLAN 2 1.0 08/05/13 1A NAG -75 3 BEE PLAN 2 1 al[ 118 NAG 8.75 < SEE PLAN Z amx K0 1MM tJ TILL �Z ,yam N0. REVISION BY DATE APPR � STORM CATCH BASIN EX. MANHOLE #1252- RIM = 397.78 FOUND REBAR /CAP I.E.= 388.13(8"PVC E) PACE LS #11691 I.E.= 388.08(8PVC SE) 8 -01 -12 G0j(T8 LE.= 387.7B(8'PVC W) P.O.B. ,<tQ�.l. �f. ,Annro 1c1 1 of n TBM #2 ELEV 400.69 zs IIN m RR SPIKE 0 ° � I FOUND REBAR /CAP PACE LS #11691 8 -01 -12 - - _ \ W I CATCH BASIN SILT INSERT C o U M LU \ to , 1 q �A �L \ TEMPORARY SION COt[iJtOL , TYR , I r � 1 TEMPORARY EROSION w 1 CONTROL BL7 o I 2 DROPS, 1 LUMO I i � I I 1 I SANITARY SEWER MANHOLE RIM = 399.79 I.E.= 389.54(8PVC E) LE=389.39(8°PVC S) 1 LADDER (NE) EX. 8• SANITA Y SEWER 5.7' 1 FOUND REBAR /CAP PACE LS #11691 CLEARING LIMITS, SEE REMOVAL PLANS CIA AND C2.1 DIRECTIONAL ONLY s 1 1 FOUND REBAR /CAP 9 PACE LS #11691 8 -01 -12 x' EX. MANHOLE #13 -2 RIM= 400.40 1 I.E.= 389.01(87PVC N) LE- 389.95(87PV -Ft MAG EX. 8' SAN I LADDER (SE) 7 -19 -12 o S 4284" W S <° 21.60' FOUND REBAR /CAP 4 0 GRAPHIC SCALE 30 0 15 30 IN COMPLIANCE WITH CITY OF RENTON ST NDARDS BY Date: `t % 13 BY Data d. Date: BY: Date: COMTRWTM SEOL13C c 1. APPLY FOR k OBTAIN ALL REQUIRED PERMITS INCLUDING TO BUT NOT LIMITED TO SOIL SEDIMENT CONTROL PERMIT do STATE NPDES PERMIT NOTICE OF COVERAGE FOR CONSTRUCTION ACTIVITIES. 2. HOLD THE PRE - CONSTRUCTION MEETING. 3. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 4. FLAG OR FENCE CLEARING LIMITS. 5. INSTALL CATCH BASIN PROTECTION. 6. GRADE AND INSTALL CONSTRUCTION ENTRANCE 7. INSTALL PERIMETER PROTECTION. 8. CONSTRUCT SEDIMENT TRAPS. 9. GRADE AND STABILIZE CONSTRUCTION ROADS. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES, OR INSTAL. NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUNAFNT. 13. STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE 14. SEED, SOD, STABILIZE ALL DISTURBED AREAS AND REMOVE 8MPs IF APPROPRIATE. LINING INSTALLATION LINING. 1 D Z1 Z2 1 B CHANNEL CROSSSECTION ZrO71940orz, 0 L fikII�i 91 _ SINGLE LAYER SILT ...... FENCE, SEE DETAIL 1 DOUBLE LAYER SILT ----- - - - - -- FENCE, SEE DETAIL 4 "- ' -' - - -" STABILIZED CONSTRUCTION ENTRANCE, SEE DETAIL 2 CATCH BASIN SILT INSERT, SEE DETAIL. 3 DITCH, SEE DETAIL --- . -...- THIS SHEET SEDIMENT TRAP �j-- 1H-Ij --H OUTLINE, SEE DETAIL 5 CLEARING LIMITS DITCH NO. STATIONS BOT OM WIDTH B (FT) DEPTH D (FT) Z1 I (FIE i Z2 (FT) LINING' 1 Iv'a°ta' I.t DATUM BEE PLAN 1 2 1.0 1.5 1.5 NAG S-75 2 SEE PLAN 2 1.0 08/05/13 1A NAG -75 3 BEE PLAN 2 1 al[ 118 NAG 8.75 < SEE PLAN Z amx K0 1MM tJ TILL �Z ,yam N0. a PACE LS #11691 • SEE MANUFACTURER'S DETAIL ON THE FOLLOWING SHEET FOR STAPLE PATTERNS, AND VEGETATION ~a C -01 -12 STABILIZATION SPECIFICATIONS FOR SOIL AMENDMENTS, SEED MIXTURES, AND MULCHING INFORMATION. LFOUND 027 BRASSIE WI-X" VEGETATED DITCH DOWN -EX. MANHOLE #13 -1 a \a 7 -19 -12 W TS SI-'LE RIM =399.38 ly R=370004 I.E =388.58(TPVC NE) J/ LE.= 388.68(8'PVC W) LADDER (S) EX, g'' SEWER IN CASING SURVEY BY 31773 ! JW L 671GN'887MG n7a 4815 CAW= 37RXBf 7ACOAG VIA 98409 MK (263) 474 -OW FAX (25S) 474 -0153 BENCEXARH t All elevations are based on HAVE) 88 datum. E M #1) Elevation: 400.968' KC BM 'F8A (350' SE OF INTERSECTION - COORDINATES: N:165206.4 E:1303281.4) TBM #2) Elevation: 400.69' Railroad Spike. FFF_ • 100.00 (ARCR) as 384.40 (CIVIL) 03/28/13 VELMEIR RETAIL PHARMACY TESC PLAN CO.2 S AND HILL 1 " =30' 1 Iv'a°ta' I.t DATUM KEITH OCONNEU_ 1501 4th A., S.N. 1400 S..SI., WA 98101 -3655 (206) 438 -2700 ET CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMTITAL JEV 08/05/13 CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMITTAL JEV 06/20/13 al[ 118 CITY OF RENTON CONSTRUCTION PLAN REVIEW SUBMITTAL ET 04/29/13 amx K0 1MM tJ TILL �Z ,yam N0. REVISION BY DATE APPR � SURVEY BY 31773 ! JW L 671GN'887MG n7a 4815 CAW= 37RXBf 7ACOAG VIA 98409 MK (263) 474 -OW FAX (25S) 474 -0153 BENCEXARH t All elevations are based on HAVE) 88 datum. E M #1) Elevation: 400.968' KC BM 'F8A (350' SE OF INTERSECTION - COORDINATES: N:165206.4 E:1303281.4) TBM #2) Elevation: 400.69' Railroad Spike. FFF_ • 100.00 (ARCR) as 384.40 (CIVIL) 03/28/13 VELMEIR RETAIL PHARMACY TESC PLAN CO.2 w z U w a TEMPORARY EROSION CONTROL NOTES: 1. APPROVAL OF THIS TEMPORARY EROSION /SEDIMENTATION CONTROL PLAN ( TESCP) DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE TESCP PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESCP FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THESE PLANS SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE TESCP FACILITIES SHOWN ON THIS PLAN, IF NECESSARY FOR SEDIMENT CONTROL, MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE TESCP FACILITIES REFERENCED ON THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESCP FACILITIES SHALL BE MAINTAINED AND UPGRADED (E.G. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. REFER TO SPECIFICATION SECTION 02475. 6. THE TESCP FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF FIFTEEN (15) DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESCP METHODS APPLICABLE FOR THE SUBJECT SEASON OF THE YEAR (E.G. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.) 8. ANY AREA NEEDING TESCP MEASURE, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 9. THE TESCP FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEARED PRIOR TO PAVING. THE CLEARING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS 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. 12. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED AREAS GREATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWELVE (12) HOURS SHALL BE COVERED BY ONE OF THE FOLLOWING COVER MEASURES: MULCH, SOD OR PLASTIC COVERING. 13. ANY PERMANENT RETENTION /DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO (2) INCHES. 16. IF NECESSARY FOR SEDIMENT CONTROL, THE CONTRACTOR SHALL DESIGN AND CONSTRUCT SEDIMENT TRAPS AS REQUIRED BY AND IN ACCORDANCE WITH SECTION 5.4.4 OF THE KCSWDM. 17. THE STREET SURFACE SHALL BE CLEANED AT THE END OF EACH DAY'S OPERATION WITH A POWER BROOM OR OTHER APPROVED MEANS, 3.5' -5' SURFACE AREA DETERMINED AT TOP OF WEIR 4' MIN. r 1' MIN. 1.5' MIN. NOTE: TRAP MAY BE FORMED BY BERM OR BY PARTIAL OR COMPLETE EXCAVATION NATIVE SOIL OR COMPACTED BACKFILL 3/4" — 1.5 "J WASHED GRAVEL 2 " -4" ROCK CROSS SECTION OF SEDIMENT TRAP 6' MIN. 1' MIN. DEPTH OVERFLOW SPILLWAY SEDIMENT TRAP OUTLET SEDIMENT TRAP DETAIL %1 SCALE: N.T.S. ' MIN. OVERFLOW 1' MIN. DISCHARGE TO STABILIZED CONVEYANCE, OUTLET, OR LEVEL SPREADER —MIN. 1' DEPTH 2 " -4" ROCK MIN. 1' DEPTH 3/4 " -1.5" WASHED GRAVEL `y IN COMPLIANCE WITH CITY OF RENTON STA DARDS B Date: /j BY Date: B Date: BY: Date: JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POST, USE STABLES, WIRE RINGS OR EQUIVALENT TO ATTACH SILT FENCE GEOTEXTILE ANCHOR POST, FABRIC TO POST BACKFILL NP• WIRE MESH SUPPORT EXCAVATED SOIL AND SILT FENCE GEOTEXTILE EXISTING GROUND —, - RUNOFF FLOW N BOTTOM OF GEOTEXTILE AND WIRE MESH SUPPORT 2 "X 4" WOOD POST, STEEL N EXISTING GROUND SECT. FENCE POST, REBAR, OR GEOTEXTILE EQUIVALENT 6' MAX GEOTEXTILE FABRIC ELEVATION FRAME PLAN RUNOFF WATER GRATE WITH SEDIMENT 5 MIN. GEOTEXTILE FABRIC FOR SEDIMENT REMOVAL TRAPPED tiI SEDIMENT FILTERED WATER yf DRAINAGE " STRUCTURE SECTION A TYPICAL SILT FENCE INSTALLATION DETAIL —8 SCALE: N.T.S. EXIST. SIDEWALK TO REMAIN (AS REQ'D) SECTION WIRE MESH SUPPORT FOR SILT FENCE GEOTEXTILE ANCHOR POST 8" MIN. z N qS RFQ���Fo 100, y/N A R =25' MIN 12" MIN 4 " -8" QUARRY SPALLS NOTE: CONTRACTOR SHALL INSTALL AND PROVIDE FULL MAINTAIN STABILIZED CONSTRUCTION WIDTH OF INGRESS/ ENTRANCES AT ALL LOCATIONS WHERE EGRESS AREA — GRATE VEHICLES TRAVERSE DIRT SURFACES PRIOR TO ENTERING PAVED PLANT ROADS. STABILIZED CONSTRUCTION ENTRANCE DETAIL SCALE: N.T.S. 5" MIN. CATCH BASIN SILT INSERT DETAIL 8 SCALE: N.T.S. NOIR IY to Ian DATUM BYPASS SILT FENCE GEOTEXTILE BACKFILL EXCAVATED SOIL EXISTING GROUND RUNOFF FLOW GEOTEXTILE R- 310005 KEITH OCONNELL 1501 41h Ave, SO. 1400 Sao".. WA 98101 -3655 (206) 438 -2700 WIRE MESH SUPPORT FOR SILT FENCE GEOTEXTILE ANCHOR POST COMPOST OR COIR LOG I Z N � N 8" MIN. DOUBLE SILT FENCE D ETA I L� SCALE: N.T.S. VELMEIR RETAIL PHARMACY TESC NOTES & DETAILS C Ll i R- 3 /o1 o_5 03/28/13 lRlisi -- SOTS AND HILL N/A �JEV CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMIITAL JEV 08/05/13 CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMtITAL JEV 06/20/131 JEV oK ro1 CITY OF RENTON CONSTRUCTION PLAN REVIEW SUBMITTAL ET 04/29/13 oeo� KO +%$3 Q r Km aKC Err NO. REVISION BY DATE I APPR NOIR IY to Ian DATUM BYPASS SILT FENCE GEOTEXTILE BACKFILL EXCAVATED SOIL EXISTING GROUND RUNOFF FLOW GEOTEXTILE R- 310005 KEITH OCONNELL 1501 41h Ave, SO. 1400 Sao".. WA 98101 -3655 (206) 438 -2700 WIRE MESH SUPPORT FOR SILT FENCE GEOTEXTILE ANCHOR POST COMPOST OR COIR LOG I Z N � N 8" MIN. DOUBLE SILT FENCE D ETA I L� SCALE: N.T.S. VELMEIR RETAIL PHARMACY TESC NOTES & DETAILS C Ll i R- 3 /o1 o_5 03/28/13 lRlisi w a Z U w 00 o_ CULVERT � �LE= 367.22(12%ONC E) LDG -ERT 0+00 L ._ CONC W) r -v ry------ '\ 2 DROPS EX. 8" A.C. f NJ w a� 7„_hn6P X. 8' SANITARY SEWER >'\`' ^� i / i r -76 w-�_ -w - GRASS SANITARY SEWER MANHOLE R.E= 3fi5.39(SPVC NE) / 1� it � Ei I ,.i a �.°-- •. _' --mow. ..l - I.E.= 365.44(NO PIPE E) / 11,365.32(8"PVC W) REMOVE UTILITY 'POLE, COORDINATE WITH ' � I UTILITY COMPANY I "r I I I II n ' 10' POWER EASEMENT AFN 5664146 t I )i -AO. t � I �o CONCRETE W/ U_ t � v r. Iv J \ f mot` � \I PARCEL "D" SEE LEGAL DESCRIPTION � I RELOCATE EX ANTENNA AND ASSOCIATED FACILITIES, SEE SHEET C1.2 FOR RELOCATION ----------r----- EASEMENT FOR PARKING. CIRCULATION, AND LANDSCAPING AFN 90091 I REMOVAL BOUNDARY I I: 25' GAS EASEMENT AFN 9501250239 I , i PARCEL "C" � 20' SEWER EASEMENT AFN 9009170444 PARCEL "B' 6' INGRESS, EGRESS EASEMENT AFN 9009170443 I , I I I PROTECT PORTION OF IX. STORM SEWER I I PAVEMENT SHALL BE MAINTAINED I (EITHER AS EXISTING PAVEMENT I 1 OR BASE COURSE) IN THIS AREA TO PROVIDE ACCESS FOR PROPERTY TO THE WEST. TIMES \ p OF LIMITED OR NO ACCESS SHALL ' ' BE MINIMIZED AND COORDINATED 'I WITH PROPERTY TO THE WEST. YCONC E) i d I `t6 — COORDINATE ALL n RELOCATIONS WITH \ nW UTILITY COMPANIES tt .,c.', P REMOVE TREES. TYP. aC ; E B° D.I. WATER IN 7 COORDINATE ALL L SITE UTILITY 1 / Ir__ cl l� \ RELOCATIONS WITH 2 DRO UTILITY COMPANIES PS -�' RELOCATE A, GE6 .REMOVAL STREET SIGN \ Ai BOUNDARY I�RELOCATE EX. WATER v �,v •- F V VAULT, COORDINATE WITH SODS CREEK v 571/3 - OADI,S CK f �1 *S: iY7I,?i (2i ASS( r _ � I i 7 - �- l — - ,- ± COORDINATE ALL SITE UTILITY - RELOCATIONS WITH UTILITY COMPANIES ., as'— -. z,,R, i - k r , - Ep - ( - - - -- I i � I I, I��•�r`f � ., C7r5 . .' Cit, "•, -...�� , ':. _. " - - -__ -I I - i ��I // __._ �p I v � PLACE CAP AT END yL >vR CONC h i Y i I ,I j I ,PARKING REQUIRED: ¢1 T— I'jK % II '''= ' ppgKING PROVIDED 69 ;. I IS' - _ - FPIR OTECT IX. 8' WATERMAIN TO COORDINATE ALL c.,v^ ffE UfILTIY BEND , SEE SHEEP C31 FOR RELOCATIONS WTM �� / - NNECTION AND CONTINUATION UTILITY COMPANIES kPROPR lI\A Lfi. REMOVE FIRE HYDRANT M�J i J AND ASSOCIATED PIPE HACK TO EX. BUILDING I IC`(�IOG°3 a a GRAPHIC SCALE 30 0 15 30 100' L.I CAHNNE PER CIl TBM #2 ELEV 400.69 RR SPIKE I I I I T - SEWER MANE 9 4(TPVC E) 9(8'PVC S) REMOVAL [� BOUNDARY S E I I III PROTECT EX. SANITARY SEWER EX. MA H LE #13 -2 IM 4 tm ! I I I I - 01 ( 8"PVC N) I.E. =389. PYC Sy EX. T SAN I LADDER (S SEWER I = Ne 1 " -3 / 2 DROPS, 1 WMI a '(IS ea"lLEXitg7 $AN' 1 A i �' REMOVAL — Rk +s -- $DNER'i ~ '- - I BOUNDARY EX. MANHOLE #13 -1 � EX. MANHOLE #1252 -2 -r,L: 388.68(B"PVC NE) = 397.78 - 66- 388.68(8'PVC W) I.E.= 68.13(8 "PVC E) /�-- ER S I.E.= 388.08(8'PVC SE) —� EX. (81 SEWER IN TQ CATCH BAS 4 OF - - - -_--•_ - ' ' gn7S AND HILL i.40(1?! �' tYCMP w) CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMITTAL ET 08/05/13 V ET CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMFFFAL ET 06/20/13 ET 9 Q p„ -0104 CITY OF RENTON CONSTRUCTION PLAN REVIEW SUBMITTAL EF 04/29/13 KO +N4 NO. REVISION BY DATE APPR "JE,A o1c w1 A ML eeNE r Nar ae: Tax L'YL AMY R- 310006 xam�x�'wNn°�nn KERN OCONNEU DATUM 1501 4th A.. Su11a 1400 Saallle, WA 98101 -36M (206) 536 -2700 SITE REMOVAL LEGEND SITE REMOVAL BOUNDARY MISCELLANEOUS SITE : ."F % ITEMS TO BE PROTECTED '••- INDIVIDUAL TREE(S) TO BE REMOVED ALL TEXT & FEATURES SHOWN SCREENED ARE EXISTING IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: BY Date: BY: Date: BY: Date: SURVEY B.' 51775 & MU XNGM9021MG BVC 4616 CENM STNwT TACOMA WA 96406 7875: (269) 474-940 FAX (263) 474 -0159 18MCBMARK # All elevations are based on NAVD 88 datum. BM X11) Elevation: 400.968' KC BM 'FSA (350' SE OF INTERSECTION - COORDINATES: N:165206.4, E:1303281.4) TBM X12) Elevation: 400.69' Railroad Spike. F.F.E. = 100.00 (ARCH.) = 384.40 (CIVIL) 03/28/13 VELMEIR RETAIL PHARMACY REMOVAL PLAN -SITE C1.1 w z U w a. a _ IONG COUNTY PUBLIC HEALTH CENTER TH Ii TBM #2 ELEV 400.69 RR SPIKE i Cl. �I I i I 1!, mlim:llmmmll •1 _.�� > '... �,.�. __ 17L��A�I • • fI' ° III 3j :6J 0 \ S SEE 3:i =I WOI ROW = — EX. ROW \ \�l \1 \I \ \V• 25,837 ADT (2012 CANE 4 aE s:tiR- NO. I REVISION SEWER I o 1 ---a -p Y /; - -7-- -r —i-I 2 DROPS, 1 L A I EX. T SEWER IN NORTH r- 1 1 1 THE CITY OF RENTON HAS REQUESTED THE R.O.W. DEDICATION ALONG BENSON DRIVE AS SHOWN ON THIS PLAN. THIS R.O.W. LINE IS 6 FEET EAST OF THE LINE PREVIOUSLY REQUESTED BY THE CITY ON PRIOR PLANS AND HAS CREATED A NON— CONFORMING BUILDING SETBACK (THE PROPOSED BUILDING EXCEEDS THE MAXIMUM BUILDING SETBACK BY APPROXIMATELY 6 FEET) ALONG BENSON DR. ZONED: CA POSED ROW LINE ROW LINE CHIROPRACTIC CLINIC ZONED: CA WEST & SON'S TOWING R- 310001 IN COMPLIANCE WITH CITY OF RENTON STANDARDSp/�/ BY: Date"„/ BY Date: BY: Date: BY: Date: SITE LAYOUT LEGEND CONCRETE HEAVY DUTY BITUMINOUS PAVEMENT, CURB & GUTTER DETAIL A5 CONCRETE TURNED --------------- --- DOWN WALKWAY SEE SIGN T BARRIER FREE RAMP WITH A28 DETECTABLE WARNING PLATES SEE PARKING AREA A28 STRIPING ISLAND C3 STANDARD DUTY D CONCRETE PAVEMENT C3 HEAVY DUTY..i•Ti <a= z+ -sA�' CONCRETE PAVEMENT SEE STANDARD DUTY D BITUMINOUS PAVEMENT C9 HEAVY DUTY F7777771 BITUMINOUS PAVEMENT - - -- �. '�` O1 7 00000000 BRICK PAVERS 000000000 DETAIL 0000000000 TRAFFIC FLOW C11 TRANSITION FROM NORMAL TO REVERSE SLOPE GUTTER SECTION SEE (5' TRANSITION LENGTH) C11 1. ALL TEXT & FEATURES SHOWN SCREENED ARE C28 EXISTING. SEE SURVEY PLAN FOR MORE DETAIL COMPLETE DEPICTION OF EXISTING IMPROVEMENTS. C35 2. ALL SITE CONCRETE SHALL BE DESIGNED FOR SEE A 28 DAY COMPRESSIVE STRENGTH OF 3500 PSI. :1Il11 =6 11F.W6111 a N =VA A5 HEAVY DUTY BITUMINOUS PAVEMENT, SEE DETAIL A5 1 " =30' A7 STANDARD DUTY BITUMINOUS PAVEMENT, SEE DETAIL A7 A28 BUTT JOINT CONNECTION TO EXISTING PAVEMENT, SEE DETAIL A28 C3 TYPE 1 CONCRETE CURB & GUTTER, SEE DETAIL C3 ET C4 TYPE 2 CONCRETE CURB & GUTTER, SEE DETAIL C4 GB19l Ka 1PT1 1 N C9 STANDARD DUTY CONCRETE WALKWAY /PAVEMENT, SEE DETAIL C9 '�` O1 7 C10 CONCRETE TURNED DOWN WALKWAY, SEE DETAIL C10 C11 HEAVY DUTY CONCRETE WALKWAY /PAVEMENT, SEE DETAIL C11 C28 CONCRETE FLUSH TURNED DOWN WALK, SEE DETAIL C28 C35 CONCRETE WALKWAY CONNECTION, SEE DETAIL C35 C36 BARRIER FREE CONCRETE IN -WALK RAMP, SEE DETAIL C36 PARKING DATA PARKING REQUIREMENTS = 2.5 SPACES /1000 UFA (MIN) = 41 = 5.0 SPACES /1000 UFA (MIN) = 82 USABLE FLOOR AREA = 12,800 SF DRIVE THRU = 5 SPACES /WINDOW STACKING PROVIDED STANDARD PARKING = 62 SPACES (9'x20') SPACES PROVIDED COMPACT PARKING SPACES PROVIDED = 3 SPACES (9'x16') VAN ACCESSIBLE PARKING = 2 SPACES (9'x20' & 8'x20' SPACES PROVIDED WITH 8' STRIPED ISLAND) BARRIER FREE PARKING = 2 SPACES (9'x20' WITH 5' SURVEY BY., SPACES PROVIDED STRIPED ISLAND) MM & RILL RNORarEWG R+c 4815 CANZIM STREFT TOTAL PARKING = 69 TACOMA WA 96409 aJAX SPACES PROVIDED (25sj ass -01163 BARRIER FREE NOTES t ALL PEDESTRIAN FACLJ'TES SHALL CONFORM TO THE LATEST ADA. STANDARDS. 2- ALL IMPROVEMENTS SHALL BE BOLT TO THE GRADES AND SLOPES SHOWN ON THE PLANS. FOR REFERENCE, MAXMUM CROSS SLOPE ON ALL WALKWAYS AND N ANY DIRECTION N A BARRIER FREE PARKING SPACE SHALL BE t48, MAXIMUM LONGITUDNAL SLOPE ON WALKWAYS SHALL BE 120. MAXIMUM LONGITUDINAL SLOPES ON CtR}$ RAMPS SHALL BE = B8lfC ]M&1IK . All elevations are based on NAVD 88 datum. BM #l) Elevation: 400.968' KC BM 'F8A (350' SE OF INTERSECTION — COORDINATES: N:165206.4, E:1303281.4) TBM (f2) Elevation: 400.69' Railroad Spike. F.F.E. • 100.00 (ARCH.) = 384AO (CIVIL) —'­SETTS AND HILL 1 " =30' '•°A �_IwpW1 DATUM KERN OCONNELL 1501 4m Are, wNe WID Seaflle. WA 98101 -3655 (206) X38 -2700 VELMEIR RETAIL PHARMACY LAYOUT PLAN -SITE 03/28/13 @T ' JV ET �� u�cm /� C 1 .2 ET q04/29/13 GB19l Ka 1PT1 1 N ,p pw.a— f °n1MA°°°' BY APPR �^ JEV '�` O1 7 w zz U w a. a m � � �s 10 LF OF 12' DIA. HOPE PIPE 0 1.0 %:) 1 Sim- =L__ =• - \ ` 1rjICULVERT "c--- = SEWER MANHOLE 1 1= 359.359. 39 �- = 350.14(8'PVC E) 411 = 350.04(8"PVC W) )DER (S) 12' CULVERT END Ex. e SAINT SECTION WTfH PoPRAP, IE= 370.70 MM = J /J.15V 12' E IE= 370.90 12' W IE= 370.80 _ SEE STD. PLANS 200.00, 126 LF OF 12' DIA. Nc 203.00 HDPE PIPE 0 4.0% PS �31 LF OF B' DA. HDPE STORM PIPE 10 4.7% 11 SANITARY SEWER MANHOLE / RIM = 373.54 LE =365.39(6'PVC NE) i ? 4, I.E =365.44(NO PIPE E) LE =365.32(TPV- "" /CAP , RIM = 377.46 8' E IE= 374.56 9158" 8' S IE= 374.46 SEE STD. PLANS 200.00, I ire 203.00 E L:382,18.27 EL:38254 10' POWER EASEMENT AFN 5664146 t � RIM = 37521 I .� 8' N IE= 372.4eo 'i 8' E IE= 372.4� V �' 12' S IE= 37 2.35EE SIT). PLANS 201.0 ^ \ 204.4. . J o I 23 LF OF 12' DII °� HDPE STORM PIP0 1.0I Pi � SEE L FOUND REBAR /CAP CAP UNREADABLE 7 -20 -12 HIM = J / /.UU tY E LE= 370.18 ---- F- - - - - -- - - - -- TN. EASEMENT FOR PARKING, I M CIRCULATION, AND LANDSCAPING AFN 9009170446 25' GAS EASEMENT UNDERGROUND DETENTION SYSTEM SHALL BE CONTECH CMP AFN 9501250239 (REFER TO CONTECH PLANS & DETAILS SHEETS C1.9 & C1.9A) -VOL PROVIDED= 48,957 CFF - OUTLET ELEV. = 370.12 -TOP ELEV. = 374.62 -SYSTEM IE= 369.62, 6' PARCEL "C" REFER TO CONTECH DETAILS ON PLANS 20' SEWER EASEMENT----4- - COORDINATE WITH ISLAND UG14T POLE LOCATIONS AFN 9009170444�_ -SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER: "B" 5' INGRESS, EGRESS EASEMENT AFN 9009170443 KIM = J /4.150 - 8' W IE (EX.)= 372.26 "RIGHT it SEE STD. PLANS 201.00. HDPE STORM PIPE 203.00 E IE= 370.65 (EX) PAR L A 0 1.5% = 369.70 RIM = 378.31 SHEI. IEK ,,,,;NAL 12' N IE= 370.10 "BUS �� 12' W IE= 370.00 L -� SEE STD. PLANS 201.00, SECTION (8.70.60.00) 204.50 AND DETAIL ST4 TOLE 74 LF OF 12' DIA HDPE RIM= 370.63 -m-9- �) I.E.= 362.23(6'DI NE) _ LE =361.03(8'PVC E) NUMBERED NOTATION LE.= 360.53(ff PVC S) - \ RIM - 376.00 _ -- ✓i-W -C SR)tBARLTER SRRUCTURE ` WITH CSF MEDIA 4 SEE STD. PLANS RIM = 377.5 \ WITH ZPG MEDIA 1Y E IE= 368.08 NCREFE DRIVEWAY �d1 12' SW IE= 366.28 CULVERT 12' E IE= 369.98 1E =36736(1YCONC E) - - -'- FLARED END SECTION _ 3% IE= 21 LF OF 12' DIA RCP 52 LF OF 12' DIA HOPE PIPE 0 0.5% FniiND �- SCRIBED "X" ` N:165421.12 \ E:1302592.35-- - J�o _ - ___--- -- -- -- EL:375.52 FOUND TACK IN FACE OF CURB 8 -01 -12 i A 1 i I RIM = 379.37 12' E IE= 376.37 ALL PAVING ENCH RESTORATION 12" W IE= 375.94 SHALL COMPLY THE CITY OF SEE STD. PLANS 200.00, i yam-- 203.00 RENTON STAND S E' 152 LF OF 12' DIA. 12' W IE= 388.10 (� . . " .. \ ' 83 LF OF 6" RIM - 390.36 ; UN DERORAIN 0 5.33% HDPE PIPE 1 8% 12' E IE= 388.25 (EX) SEE STD PLANS 2 TWIST CATCH BASIN TOP _ ' r 6" IE= 380.40 TTrr \ RIM = = 37 6' E IE= 376.50 8' W IE= 376.01 SEE STD. PLANS 200.00, 203.00 FUTUM RETAL 1.1 Ac. 185 LF OF 8' DIA HDPE STORM PIPE 0 0.7% FUTURE ROOF DRAIN 8" IE= 377.33, PLACE CAP AT END 113 LF OF 8' DIA HDPE STORM PIPE 0 3.2% 12' IE= 372.09 12' IE= 370.12 i • • I ACCESS MANHOLE TYP. • _(REFER TO CONTECH • DETAILS) 12' IE= 372.11 -12' IE= 370.12 DAYLIGHT INTO _ RIPRAP, 6' IE= I:Cea go go 9- qTl r" 2 DROPS 62 LF OF 8' DIA. HOPE STORM PIPE 0 1.0% RIM = 380.96 6' S IE= 377.71 8' E IE= 376.18 8' N IE= 376.71 8' W IE= 376.08 SEE STD. PLANS 200.30, 203.00 71 LF OF 6' DIA HDPE STORM PIPE 0 3.8% / 122 LF OF 8' DW. HOPE STORM PIPE 0 1.0% ED 203.00 INTO NEW CURBUNE 1 237 LF OF 6' \ \ PERFORATED 4 #2 ELEV 400.69 ,,°,,v UNDERDRAN O .4% RIM = 393.64 SPIKE IIA. o U.I. n R 12'E IE= 391.59 Tor - _ SEE STD. PLANS 201.00, 204.40, 260.10 33 LF OF 8' DIA. DUCTILE \IRON PIPE 0 0.5% \\ \ \ . e" .I. WA �Qo,\ CONNECT TO DC \ CATCH BASIN, ASSUMED IE= 391.42 CID 5 o I �c \ RIM = 380.40 6' IE= 381.30 8' SE IE= 377.50 \ 8' W IE= 377.40 SEE STD. PLANS \ 201.00, 204.40 \ 96 LF OF 6' PERFORATED UNDERDRAIN 0 0.5% X 97 LF OF 8' DIA HDPE STORM PIPE 1 0 2.6% 1 1 11 1 ® ` 1 5LFOF6' UNDERDRAIN THRU ROOF DRAIN CONNECTION 6' IE= 380.40 PROPOSED TIETAL 16,270 sf ZONED: WAM& ARMW (CA) PARKING REQUIRED: 41 PARKING PROVIDED: 69 FFE • 384.40 v nu 2921058125 25 LF OF 6' SOLID 175 LF OF 6' UNDERDRAIN O 0.25% `PERFORATED 6' IE= 382.40 / UNDERDRAIN 0 0.25% WALL 0 5.0% 1 1 II _ 6' IE= 380.75 RIM = 383.00 I 6' E IE= 380.50 I 8' NW IE= 380.00 SEE STD. PLANS 200.30, 203.00 II 1 X. I 41 SE11ER I +I I 113 LF OF 6' PERFORATED UNDERDRAIN 0 1.8% I Ia Iz IRECT NAT I I NLY SEWER MANHOLE r9 4(B"PVC E) 9(8 "PVC S) FOUND REBAR /CAP PACE ITS #11691 d� ACE S 11691 -01 -12 U PROPER RTY I IM 4 . LE #73 -2 1 1 X. A .4 I1E. 3B Ot 8'PVC N) EX. 8" SAN LE =389. ( 'PVC SW) LADDER (S I SEWER 12" CULVERT END SECTION 4-` /¢' i - _r ! FOUND REBAR /CTP C '2 DROPS, 1 LUMI PACE LS 11691 ` 28 LF OF 12" DIA IE= 380.00) WITH RIPRAP, \ °� # -' w ` 'IE= 383.00 �� i l a 8 -01 -12 -� HDPE STORM PIPE \ � ..: I:: -� 0 1.8% \ AGL P _NC FOUND BRASSIwrx" NIT DW O4 7 -1s -1z £� RENTON ST DARDS EX. MANHOLE #13 -1 n EX. MANHOLE #7252 -2 -". - B8.6B 25,837 ADT (2012 = 397.78 TC'388.68(8 PVC NE) 88.13(8'PVC E) "^ ^ER (S) I.E =388.08(8"PVC SE) EX. ✓i' SEWER IN I.E.= 387.78(8"PVC W) LADDER (S) SnTS AND HILL eoNt Y4A� "MO1 ITON CONSTRUCTION PLAN REVIEW RESUBMIRAL JEV 08/14/13 vi� 1 " =30' ITON CONSTRUCTION PLAN RENEW RESUBMITTAL JEV 08/05/13 ET um ITON CONSTRUCTION PLAN RENEW RESUBMITTAL JEV 06/20/13 °W1h EF KERN OCONNELL ITON CONSTRUCTION PLAN RENEW SUBMITTAL ET 04/29/13 a� ,., 1 gym' DATUM 1501 41h Ave. Su"o 1400 KO *%j 'Q� Sea1Na, WA 98101 -3655 • MW OIC e101 (206) 438 -2700 REVISION BY DATE APPR °0"`"0Eq°°' AiPIP @1FV SITE UTILITIES 26 LF OF 8' DIAL "RIGHT it �' nla HDPE STORM PIPE ONLY' , / R E IE= 370.65 (EX) PAR L A 0 1.5% = 369.70 US ST SHEI. IEK ,,,,;NAL iuSIGNSS "BUS �� 12' CULVERT END L -� 12' SECTION (8.70.60.00) / ` "STOP" 74 LF OF 12' DIA HDPE RIPRAP, IE= 382.50 T -- -m-9- 'STORM PIPE 0 0.5% _ NUMBERED NOTATION O - \ RIM - 376.00 _ -- ✓i-W -C - 8' N IE= 372.5 \ STORMFI STRUCTURE 4 SEE STD. PLANS ` - \ WITH ZPG MEDIA �O 201.00, 204.40 NCREFE DRIVEWAY �d1 RIM = 378.00 ENTRANCE \ s 12' E IE= 369.98 - ,, 12' W IE= 368.18 52 LF OF 12' DIA HOPE FniiND �- STORM PIPE 0 0.5% uN� = Ls #11691 I:Cea go go 9- qTl r" 2 DROPS 62 LF OF 8' DIA. HOPE STORM PIPE 0 1.0% RIM = 380.96 6' S IE= 377.71 8' E IE= 376.18 8' N IE= 376.71 8' W IE= 376.08 SEE STD. PLANS 200.30, 203.00 71 LF OF 6' DIA HDPE STORM PIPE 0 3.8% / 122 LF OF 8' DW. HOPE STORM PIPE 0 1.0% ED 203.00 INTO NEW CURBUNE 1 237 LF OF 6' \ \ PERFORATED 4 #2 ELEV 400.69 ,,°,,v UNDERDRAN O .4% RIM = 393.64 SPIKE IIA. o U.I. n R 12'E IE= 391.59 Tor - _ SEE STD. PLANS 201.00, 204.40, 260.10 33 LF OF 8' DIA. DUCTILE \IRON PIPE 0 0.5% \\ \ \ . e" .I. WA �Qo,\ CONNECT TO DC \ CATCH BASIN, ASSUMED IE= 391.42 CID 5 o I �c \ RIM = 380.40 6' IE= 381.30 8' SE IE= 377.50 \ 8' W IE= 377.40 SEE STD. PLANS \ 201.00, 204.40 \ 96 LF OF 6' PERFORATED UNDERDRAIN 0 0.5% X 97 LF OF 8' DIA HDPE STORM PIPE 1 0 2.6% 1 1 11 1 ® ` 1 5LFOF6' UNDERDRAIN THRU ROOF DRAIN CONNECTION 6' IE= 380.40 PROPOSED TIETAL 16,270 sf ZONED: WAM& ARMW (CA) PARKING REQUIRED: 41 PARKING PROVIDED: 69 FFE • 384.40 v nu 2921058125 25 LF OF 6' SOLID 175 LF OF 6' UNDERDRAIN O 0.25% `PERFORATED 6' IE= 382.40 / UNDERDRAIN 0 0.25% WALL 0 5.0% 1 1 II _ 6' IE= 380.75 RIM = 383.00 I 6' E IE= 380.50 I 8' NW IE= 380.00 SEE STD. PLANS 200.30, 203.00 II 1 X. I 41 SE11ER I +I I 113 LF OF 6' PERFORATED UNDERDRAIN 0 1.8% I Ia Iz IRECT NAT I I NLY SEWER MANHOLE r9 4(B"PVC E) 9(8 "PVC S) FOUND REBAR /CAP PACE ITS #11691 d� ACE S 11691 -01 -12 U PROPER RTY I IM 4 . LE #73 -2 1 1 X. A .4 I1E. 3B Ot 8'PVC N) EX. 8" SAN LE =389. ( 'PVC SW) LADDER (S I SEWER 12" CULVERT END SECTION 4-` /¢' i - _r ! FOUND REBAR /CTP C '2 DROPS, 1 LUMI PACE LS 11691 ` 28 LF OF 12" DIA IE= 380.00) WITH RIPRAP, \ °� # -' w ` 'IE= 383.00 �� i l a 8 -01 -12 -� HDPE STORM PIPE \ � ..: I:: -� 0 1.8% \ AGL P _NC FOUND BRASSIwrx" NIT DW O4 7 -1s -1z £� RENTON ST DARDS EX. MANHOLE #13 -1 n EX. MANHOLE #7252 -2 -". - B8.6B 25,837 ADT (2012 = 397.78 TC'388.68(8 PVC NE) 88.13(8'PVC E) "^ ^ER (S) I.E =388.08(8"PVC SE) EX. ✓i' SEWER IN I.E.= 387.78(8"PVC W) LADDER (S) SnTS AND HILL eoNt Y4A� "MO1 ITON CONSTRUCTION PLAN REVIEW RESUBMIRAL JEV 08/14/13 vi� 1 " =30' ITON CONSTRUCTION PLAN RENEW RESUBMITTAL JEV 08/05/13 ET um ITON CONSTRUCTION PLAN RENEW RESUBMITTAL JEV 06/20/13 °W1h EF KERN OCONNELL ITON CONSTRUCTION PLAN RENEW SUBMITTAL ET 04/29/13 a� ,., 1 gym' DATUM 1501 41h Ave. Su"o 1400 KO *%j 'Q� Sea1Na, WA 98101 -3655 • MW OIC e101 (206) 438 -2700 REVISION BY DATE APPR °0"`"0Eq°°' AiPIP @1FV SITE UTILITIES RM CATCH BRIM = 375.20 (SOLID COVER) �' nla CR 1F RIM -37 .38 12' E IE= 370.65 (EX) PAR L A RIM = 369.70 .. =373.40(12"(12' NE IE= 365.97 9104 1602 12' E IE= 365.61 - t2 "(12' W 12' W IE= 365.51 SEE FIRE HYDRANT ASSEMBLY T row UTILITY CROSSING WA.- I:Cea go go 9- qTl r" 2 DROPS 62 LF OF 8' DIA. HOPE STORM PIPE 0 1.0% RIM = 380.96 6' S IE= 377.71 8' E IE= 376.18 8' N IE= 376.71 8' W IE= 376.08 SEE STD. PLANS 200.30, 203.00 71 LF OF 6' DIA HDPE STORM PIPE 0 3.8% / 122 LF OF 8' DW. HOPE STORM PIPE 0 1.0% ED 203.00 INTO NEW CURBUNE 1 237 LF OF 6' \ \ PERFORATED 4 #2 ELEV 400.69 ,,°,,v UNDERDRAN O .4% RIM = 393.64 SPIKE IIA. o U.I. n R 12'E IE= 391.59 Tor - _ SEE STD. PLANS 201.00, 204.40, 260.10 33 LF OF 8' DIA. DUCTILE \IRON PIPE 0 0.5% \\ \ \ . e" .I. WA �Qo,\ CONNECT TO DC \ CATCH BASIN, ASSUMED IE= 391.42 CID 5 o I �c \ RIM = 380.40 6' IE= 381.30 8' SE IE= 377.50 \ 8' W IE= 377.40 SEE STD. PLANS \ 201.00, 204.40 \ 96 LF OF 6' PERFORATED UNDERDRAIN 0 0.5% X 97 LF OF 8' DIA HDPE STORM PIPE 1 0 2.6% 1 1 11 1 ® ` 1 5LFOF6' UNDERDRAIN THRU ROOF DRAIN CONNECTION 6' IE= 380.40 PROPOSED TIETAL 16,270 sf ZONED: WAM& ARMW (CA) PARKING REQUIRED: 41 PARKING PROVIDED: 69 FFE • 384.40 v nu 2921058125 25 LF OF 6' SOLID 175 LF OF 6' UNDERDRAIN O 0.25% `PERFORATED 6' IE= 382.40 / UNDERDRAIN 0 0.25% WALL 0 5.0% 1 1 II _ 6' IE= 380.75 RIM = 383.00 I 6' E IE= 380.50 I 8' NW IE= 380.00 SEE STD. PLANS 200.30, 203.00 II 1 X. I 41 SE11ER I +I I 113 LF OF 6' PERFORATED UNDERDRAIN 0 1.8% I Ia Iz IRECT NAT I I NLY SEWER MANHOLE r9 4(B"PVC E) 9(8 "PVC S) FOUND REBAR /CAP PACE ITS #11691 d� ACE S 11691 -01 -12 U PROPER RTY I IM 4 . LE #73 -2 1 1 X. A .4 I1E. 3B Ot 8'PVC N) EX. 8" SAN LE =389. ( 'PVC SW) LADDER (S I SEWER 12" CULVERT END SECTION 4-` /¢' i - _r ! FOUND REBAR /CTP C '2 DROPS, 1 LUMI PACE LS 11691 ` 28 LF OF 12" DIA IE= 380.00) WITH RIPRAP, \ °� # -' w ` 'IE= 383.00 �� i l a 8 -01 -12 -� HDPE STORM PIPE \ � ..: I:: -� 0 1.8% \ AGL P _NC FOUND BRASSIwrx" NIT DW O4 7 -1s -1z £� RENTON ST DARDS EX. MANHOLE #13 -1 n EX. MANHOLE #7252 -2 -". - B8.6B 25,837 ADT (2012 = 397.78 TC'388.68(8 PVC NE) 88.13(8'PVC E) "^ ^ER (S) I.E =388.08(8"PVC SE) EX. ✓i' SEWER IN I.E.= 387.78(8"PVC W) LADDER (S) SnTS AND HILL eoNt Y4A� "MO1 ITON CONSTRUCTION PLAN REVIEW RESUBMIRAL JEV 08/14/13 vi� 1 " =30' ITON CONSTRUCTION PLAN RENEW RESUBMITTAL JEV 08/05/13 ET um ITON CONSTRUCTION PLAN RENEW RESUBMITTAL JEV 06/20/13 °W1h EF KERN OCONNELL ITON CONSTRUCTION PLAN RENEW SUBMITTAL ET 04/29/13 a� ,., 1 gym' DATUM 1501 41h Ave. Su"o 1400 KO *%j 'Q� Sea1Na, WA 98101 -3655 • MW OIC e101 (206) 438 -2700 REVISION BY DATE APPR °0"`"0Eq°°' AiPIP @1FV 1. ALL TEXT & FEATURES SHOWN SCREENED ARE EXISTING. ALL STRUCTURES SHALL BE LOCATED IN RELATION TO THE PROPOSED IMPROVEMENTS 2. UTILITIES SHOWN WERE EITHER FIELD LOCATED, OR TAKEN FROM EXISTING RECORD /DESIGN DRAWINGS & ARE SHOWN ACCORDINGLY, THE CONTRACTOR SHALL EXERCISE CAUTION & FIELD VERIFY REQUIRED LOCATIONS PRIOR TO EXCAVATION & CONSTRUCTION. SURVEY BY. S= & RGL ENGOVAER 'G IXC 4616 CSNZER SYR66T TACOMA IA 96409 7678 (266) 474 -9449 FAX (253) 474 -0165 BRNCmuxa All elevations are based on NAVE) 88 datum. BM (f1) Elevation: 400.968' KC BM 'F8A (350' SE OF INTERSECTION - COORDINATES: N:165206.4, E:1303281.4) TBM (j2) Elevation: 400.69' Railroad Spike. FFE = 100.00 (ARCFL) m 384.40 (CIVL) DURING CONSTRUCTION, A CONTECH REPRESENTATIVE MUST BE ON -SITE AND PROVIDE A FINAL INSPECTION OF THE DETENTION SYSTEM AND FILTRATION UNITS IN COMPLIANCE WITH CITY OF RENTON STANDARDS B : Date:�/� BY Dab:y Dab: BY: Date: R- 310008 VELMEIR RETAIL PHARMACY UTILITY PLAN -SITE (-_1 J� I �- 370CC )g- 03/28/13 ae® C1.3 am 8 M SITE UTILITIES LEGEND C�JOG°�4C] MANHOLE • GRAPHIC SCALE CATCH BASIN 30 0 15 30 CLEANOUT❑ VALVE (WATER) FIRE HYDRANT ASSEMBLY T row UTILITY CROSSING NUMBERED NOTATION O WATER MAIN W SANITARY SEWER SIN UNDERDRAIN -uD UD- STORM SEWER 1. ALL TEXT & FEATURES SHOWN SCREENED ARE EXISTING. ALL STRUCTURES SHALL BE LOCATED IN RELATION TO THE PROPOSED IMPROVEMENTS 2. UTILITIES SHOWN WERE EITHER FIELD LOCATED, OR TAKEN FROM EXISTING RECORD /DESIGN DRAWINGS & ARE SHOWN ACCORDINGLY, THE CONTRACTOR SHALL EXERCISE CAUTION & FIELD VERIFY REQUIRED LOCATIONS PRIOR TO EXCAVATION & CONSTRUCTION. SURVEY BY. S= & RGL ENGOVAER 'G IXC 4616 CSNZER SYR66T TACOMA IA 96409 7678 (266) 474 -9449 FAX (253) 474 -0165 BRNCmuxa All elevations are based on NAVE) 88 datum. BM (f1) Elevation: 400.968' KC BM 'F8A (350' SE OF INTERSECTION - COORDINATES: N:165206.4, E:1303281.4) TBM (j2) Elevation: 400.69' Railroad Spike. FFE = 100.00 (ARCFL) m 384.40 (CIVL) DURING CONSTRUCTION, A CONTECH REPRESENTATIVE MUST BE ON -SITE AND PROVIDE A FINAL INSPECTION OF THE DETENTION SYSTEM AND FILTRATION UNITS IN COMPLIANCE WITH CITY OF RENTON STANDARDS B : Date:�/� BY Dab:y Dab: BY: Date: R- 310008 VELMEIR RETAIL PHARMACY UTILITY PLAN -SITE (-_1 J� I �- 370CC )g- 03/28/13 ae® C1.3 am 8 M w w 9 �w t_ CULVERT 'O o LE.= 367.22(12 "CONC E) "mow CULVERT w� I.E.=370.65(12"CONC W) 2 DROP __ BIT_ PARCEL "D" SEE LEGAL DESCRIPTION ____________ L31r. 1 FOUND REBAR/CP37& CAP UNREADABLE G1R� 7 -20 -12 31&30 -_ wr A= 2459'09" - R= 25.00' _______ ------------------------ T.J EASEMENT FOR PARKING,^. CIRCULATION, AND II LANDSCAPING AFN 9009170446 375' GUT 25' GAS EASEMENT +I-� AFN 9501250239 PARCEL "C" 20' SEWER EASEMENT -� AFN 9009170444 PARCEL "B" 6' INGRESS, EGRESS EASEMENT �~ AFN 9009170443 I I FOUND TACK EWER MANHOLE IN FACE OF CURB 8 -01 -12 (6'DI NE) (8"PVC E) (12"PVC S) i' 374.89 - (8'PVC NW) i "RIGHT M, ONLY �USINESS SIGN / V v v 'STOP" °ANC E) -- _ -- !AP _C d 35 1.12 92.35- - - 1j - 2 �m • � , I'i c � 1 _ I 1 _STORM, CATCH "I F"I 38058 R91 1 `\ 1 � FnAUN , LS = EX. 8" A.C. WATER MAIN 1/ to Iftj 0- GLrr -383. GUT OA 6,270 sf 1.71 Ac. NDM.VL ARIEAUI (CA) REQUIRED: 41 PROVIDED: 69 TE - 384.40 N. 2925069125 GUT / rTDAPO EROSION /�304X 384.70 / CONTROL tANKET, PP. rnr CONIC / i O I n M TBM #2 ELF/ 400.69 cl m ® ° E %. 8' D.I. WATER IN RR SPIKE z� _ FOUND R R /CAP _ P CE L � 1691 8- 1 -1 I \ I 8" .I. WA s i S cp O l O TW \ • SANITARY SEINE SITE GRADING LEGEND [�lOC�4Czl NITARY $EWER MANHOLE w d= 373.54 .= 365.39(6 ;980.00 HYDRANT & VALVE ® ®'•' .= 365.44(NO PIPE E) F .= 365.32(TPVC W) FOUND REBAR /CAP w 'HDA 18730 10198 00 WITH GRADE WITH 10957 18086 9158' ¢ 8 -01 -12 a R� � SLOPE LABEL 3 1 MAC NAIL/WASHER LS 11697 N:165841.96 �1 CATCH BASIN ■ E:1302616.21 , DIVERSION DITCH - -- TEMPORARY EROSION EL382.54 10' POWER EASEMENT �y AFN 5664146 -900 - ` CONC =TOP OF CONIC BIT = BITUMINOUS PAVT -SAN RY SEWER MANHOLE __ BIT_ PARCEL "D" SEE LEGAL DESCRIPTION ____________ L31r. 1 FOUND REBAR/CP37& CAP UNREADABLE G1R� 7 -20 -12 31&30 -_ wr A= 2459'09" - R= 25.00' _______ ------------------------ T.J EASEMENT FOR PARKING,^. CIRCULATION, AND II LANDSCAPING AFN 9009170446 375' GUT 25' GAS EASEMENT +I-� AFN 9501250239 PARCEL "C" 20' SEWER EASEMENT -� AFN 9009170444 PARCEL "B" 6' INGRESS, EGRESS EASEMENT �~ AFN 9009170443 I I FOUND TACK EWER MANHOLE IN FACE OF CURB 8 -01 -12 (6'DI NE) (8"PVC E) (12"PVC S) i' 374.89 - (8'PVC NW) i "RIGHT M, ONLY �USINESS SIGN / V v v 'STOP" °ANC E) -- _ -- !AP _C d 35 1.12 92.35- - - 1j - 2 �m • � , I'i c � 1 _ I 1 _STORM, CATCH "I F"I 38058 R91 1 `\ 1 � FnAUN , LS = EX. 8" A.C. WATER MAIN 1/ to Iftj 0- GLrr -383. GUT OA 6,270 sf 1.71 Ac. NDM.VL ARIEAUI (CA) REQUIRED: 41 PROVIDED: 69 TE - 384.40 N. 2925069125 GUT / rTDAPO EROSION /�304X 384.70 / CONTROL tANKET, PP. rnr CONIC / i O I n M TBM #2 ELF/ 400.69 cl m ® ° E %. 8' D.I. WATER IN RR SPIKE z� _ FOUND R R /CAP _ P CE L � 1691 8- 1 -1 I \ I 8" .I. WA s i S cp O l O TW \ • , AN 1 \ -SE --c-AR f EX. MANHOLE 01252 -2- 25,837 ADT (2012 397.78 IE, 888.13(TPVC E) LE.= 388.08(8"PVC SE)/ I.E.= 387.78(8"PVC W) IAnnru (c1 NO. CITY OF REVISION O SITE GRADING LEGEND [�lOC�4Czl SPOT ELEVATION ;980.00 HYDRANT & VALVE ® ®'•' GRAPHIC SCALE 30 0 15 30 FLOW DIRECTION • WITH GRADE WITH CLEANOUT R� SLOPE LABEL 3 1 SWALE /DITCH OR CATCH BASIN ■ DIVERSION DITCH - -- TEMPORARY EROSION D GRADE BREAK CONTROL BLANKET CONTOUR LINE -900 - CONC =TOP OF CONIC BIT = BITUMINOUS PAVT -SAN RY SEWER MANHOLE TC =TOP OF CURB RIM = UTILITY STRUCTURE RIV-A 9.79 TW =TOP OF WALL GUT = GUTTER REFER TO SPECIFICATIONS G= GROUND SPOT FOR ADDITIONAL ABBREVIATIONS FOR CIVIL /SITE AMMENTTIES ALL TEXT & FEATURES SHOWN SCREENED ARE EXISTING FOUND REBAR/CAP PACE LS #11691 all , AN 1 \ -SE --c-AR f EX. MANHOLE 01252 -2- 25,837 ADT (2012 397.78 IE, 888.13(TPVC E) LE.= 388.08(8"PVC SE)/ I.E.= 387.78(8"PVC W) IAnnru (c1 NO. CITY OF REVISION O SITE GRADING LEGEND [�lOC�4Czl SPOT ELEVATION ;980.00 HYDRANT & VALVE ® ®'•' GRAPHIC SCALE 30 0 15 30 FLOW DIRECTION • WITH GRADE WITH CLEANOUT R� SLOPE LABEL 3 1 SWALE /DITCH OR CATCH BASIN ■ DIVERSION DITCH - -- TEMPORARY EROSION D GRADE BREAK CONTROL BLANKET CONTOUR LINE -900 - CONC =TOP OF CONIC BIT = BITUMINOUS PAVT TC =TOP OF CURB RIM = UTILITY STRUCTURE TW =TOP OF WALL GUT = GUTTER REFER TO SPECIFICATIONS G= GROUND SPOT FOR ADDITIONAL ABBREVIATIONS FOR CIVIL /SITE AMMENTTIES ALL TEXT & FEATURES SHOWN SCREENED ARE EXISTING \ AC E 1 S 71691 11\ w -0 S ] X. MA H LE X13 -2 II M 389 01 8"PVC N) LE.=389. ( P 4W MAG EX. T SAN LADDER (S 7 -19 -12 ' ° J S 42` 51?' W 21.60' FOUND REBAR /CAP '2 DROPS, 1 LUMI a� PACE LS #11691 ' ' I i o 18 -01 -12 FOUND 2" BRASSIE W /X' DOWN 0.4' EX. MANHOLE #13 -1 �0 7 -19 -12 = 211.1-3 T.�� F.-388.65 8.68(8°PVC NE) - 66- 6&.68(8"PVC W) 'AnnER (S) EX. 8"" SEWER IN ASINJ I I I I I I I I 1 1 1 * SBTS AND HILL arr�c rtnrv: Nw 1 1 ` =30, x,mNa: NU 1Ym /1aY1 3MITTAL JV 08/14/13 �Er 3MITTAL JV 08/05/13 FETAL ET 04/29/13 oa,a KO a DATUM N F Km qE eKa BY DATE APPIR J JEV IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: X� B Date: BY: Date: BY: Date: R- 310009 BARRER FREE NOTES t ALL PEDESTRUW FACIUMS SHALL CONFORM TO THE LATEST "A. STANDARDS. 2. ALL IMPROVEMENTS SHALL BE BULT TO THE GRADES AND SLOPES SHOWN ON THE PLANS. FOR REFERENCE, MAMNL#A CROSS SLOPE ON ALL WALKWAYS AND N ANY DIRECTION N A BARRER FREE PARKNG SPACE SHALL BE t48 MA)GMLI 1 LONGrrUDNAL SLOPE ON WALKWAYS SHALL BE t20. MAXI ILIM LONGIITUDNAL SLOPES ON CURB RAMPS SHALL BE t12. SURVEY BY sn7s & Buz ENOn7E6RsC ma 4813 CENTER STIMEr TACOMA WA 98408 THE (25S) 474 -9449 FAX (25S) 474 -0159 BRNCHMAM All elevations are based on NAVD 88 datum. BM #11) Elevation: 400.968' KC BM 'F89 (350' SE OF INTERSECTION - COORDINATES: N:165206.4, E:1303281.4) TBM #2) Elevation: 400.69' Railroad Spike. RRE is 100.00 (ARCH.) as 384.40 (GVL) o® 03/28/13 URS VELMEIR RETAIL PHARMACY 6� KEITH OCONNELL GRADING PLAN -SITE :o K, 1501 4th Ave, Sulfa 1400 C 1.4 Se ., WA 98101 -3635 (206) 438 -2700 sea m 9 n W 3 cr a EXIST. CONIC. CONNECTION MAY VARY, RI FOR LOCATI01 CORE 1/2'9 HOLE IN EXIST. CONC. WALKWAY & EPDXY GROUT DOWELS IN PLACE, CENTER DOWELS REFER TO DETAIL C9 VERDCALLY FOR CONIC. WALKWAY a a , sECTm CONCRETE C35 WALKWAY CONNECTION NOT TO SCALE V -6° REFER TO PUNS FOR �T� LOCATION & PAVT TYPE & J �/'''� TO DETAILS FOR MAT'L 1• THICKNESSES SLOPE 1e.. 'C'5' CRUSHED COMPACTED AGGREGATE BASE 6" 6'• SUBGRADE PER WSDOT SPEC. 9- 03.9(3) BASE COURSE TYPE 1 CONCRETE C3 CURB & GUTTER NOT TO SCALE 2 °R (TYP.) REFER TO PLANS s' 3" FOR PAVT TYPE & 1/2- . °, •. TO DETAILS FOR SLOPE ADD'L INFORMATION 6" N z 5 a 0 it REFER TO PLANS FOR — PAV'T TYPE, LOCATION & DETAILS FOR ADD'L INFORMATION 3 —# 4 CONT. 6x6 —W2.9/ W2.9 W.W.F. 4 FINISHED GRADE REFER TO PLANS 1 R 12° R 2 #4 BARS CONT. REFER TO PLANS FOR PAVT TYPE AGGREGATE BASE COMPACTED SUBGRADE FLUSH C8 CURB & GUTTER NOT TO SCALE 4" ENGINEERED FILL OR APPROVED NATIVE SOILS COMPACTED TO 95% MAX. DENSITY, —2 TO +3% OMC 6" 6" COMPACTED SUBGRADE CONCRETE FLUSH C28 TURNED DOWN WALK NOT TO SCALE FINISHED GRADE, REFER TO GRADING PLAN 12" ENGINEERED FILL OR APPROVED NATIVE SOILS COMPACTED TO 95% MAX. DENSITY, —2 TO +3% OMC `FINISHED GRADE REFER TO PUNS 3C'ONT.E� J COMPACTED —� 5" CRUSHED AGGREGATE SUBGRADE BASE PER WSDOT SPEC. 9- 03.9(3) BASE COURSE TYPE 2 CONCRETE C4 CURB & GUTTER NOT TO SCALE SAWCUT & REMOVE EXIST. PAVT, REFER TO SITE REMOVAL PLAN FOR LOCATION 12" ENGINEERED FILL OR APPROVED NATIVE SOILS COMPACTED TO 95% MAX. DENSITY, —2 TO +3% OMC EXIST. PAVT, F TO PUNS FOR LOCATION SUBGRADE BUTT JOINT CONNECTION A28 TO EXISTING PAVEMENT NOT TO SCALE 6" OR AS SHOWN ON PUNS REFER TO PLANS FOR - PAV'T TYPE, LOCATION & DETAILS FOR ADD'L INFORMATION NO. W.W.F. 1 "R J '_ s:. 3 —# 4 BARS; CONTINUOUS SUBGRADE REFER TO PLANS FOR PAVT TYPE & TO DETAIL SHEETS) FOR CONSTRUCTION INFORMATION 4° ENGINEERED FILL OR APPROVED NATIVE SOILS COMPACTED TO 95% MAX. DENSITY, —2 TO +3% OMC CONCRETE TURNED C10 DOWN WALKWAY NOT TO SCALE REVISION BY I DATE I APPR SUBGRADE 2" in z u; o 4.5' 4" CRUSHED AGGREGATE BASE PER WSDOT SPEC. 9- 03.9(3) BASE COURSE 12" ENGINEERED FILL OR APPROVED NATIVE SOILS COMPACTED TO 95% MAX. DENSITY, —2 TO +3% OMC HEAVY -DUTY CONCRETE C11 WALKWAY / PAVEMENT NOT TO SCALE }SRTS AND HILL >wu N/A Nw NamNw: ,N9 ,am'i+w+ DATUM KERN OCONNEU 1501 4th Ave. Suff. 10O S.a1N., WA 96101 -3655 (206) X36 -2700 ® Er Met LT ��' •�� D �,t4 -1 Y q RLLfOV[ F MI tlE N0, c.c AO6a•.IaY w�,d .icv IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Dab' . BY: Data' . BY: Data: BY: Dab: ;�IDIiIIiI 3' ASPHALT SURFACE COURSE SOOT SPEC. 9- 03.8(6) #° SUBGRADE STANDARD DUTY A7 BITUMINOUS PAVEMENT NOT TO SCALE COMPACTED SUBGRADE HEAVY DUTY A5 BITUMINOUS PAVEMENT NOT TO SCALE JSHED AGGREGATE 3ER WSDOT SPEC. 3(3) BASE COURSE IGINEERED FILL OR APPROVED SOILS COMPACTED TO 95% )ENSITY, —2 TO +3% OMC 2° ASPHALT SURFACE COURSE PER WSDOT SPEC. 9- 03.8(2) HMA WITH 9- 03.8(6) }° AGG. 2" ASPHALT BINDER COURSE PER WSDOT SPEC. 9- 03.6(2) k" HMA WITH 9- 03.8(6) }° AGG. 5' CRUSHED AGGREGATE BASE PER WSDOT SPEC. 9- 03.9(3) BASE COURSE 12' ENGINEERED FILL OR APPROVED NATIVE SOILS COMPACTED TO 95% MAX. DENSNY, —2 TO +3% OMC VELMEIR RETAIL PHARMACY DETAILS -SITE C� i�-37oolD 03/28/13 A Rol b b CULVERT "mob_ LE.=367.22(17'CONC E) CULVERT "_ I.E.= 370.65(17'CONC W) EX. T SANITARY SEWE SANITARY SEWER MANHOLE RIM = 373.54 I.E.= 365.39(CPVC NE) I.E.= 365.44(NO PIPE E) w I.E.= 365.32(8 'PVC W) FOUND REBAR /CAP "HDA 18730 10198 / C I f 10957 18086 9158" / F 8 -01 -12 W MAD NAIL /WASHER O LS 11691 It N:165841.96 l a E:1302616.21 A I \ EL:382.54 \ \ 10' POWER EASEMENT AFN 5664146 o ". 0 1 �eo \i \ \I J .`J,B n3J I I I\ I I � 6 I \ \ I \ 1 --------------------------------------- -_ PARCEL "O" SEE LEGAL DESCRIPTION I I I I FOUND REBAR /CAP i CAP UNREADABLE \ 7 -20 -12 I I 1 I A= 24'59'09" r R= 25.00' A= 10.90' T - EASEMENT FOR PARKING, I CIRCULATION, AND ' LANDSCAPING AFN 9009170446 25' GAS EASEMENT I AFN 9507250239 I I I I I PARCEL "C" 20' SEWER EASEMENT - A AREA - PARCEL "B" - 3813 6' INGRESS, S, AREA EG 1^ ^„ „^N FOUND TACK SANITARY SEWER MANHOLE IN FACE OF CURB RIM = 370.63 8 -01 -12 LE =362.23(CDI NE) , LE =351.03(8'PVC E) \ LE =360.53(1YPVC S) jalt- LE =351.13(8 °PVC NW) 1 /'RIGHT LADDER (SE) \\ i ONLY' CULVERT LE =367.36(12°CCNC E) CONCRETE SCRIBE'. SCRIBED -X'EWALK -` 7 -20- N:165421.12 _ E:1302592.35- - - J� - EL:375.52 J • s 1 & #12 10584 SF AC) = 10513 SF h4• II = 15387 SF AREA = 9564 SF (0.22 AC) ACE LS #11691 _STORM CATCH BASH 8-01 - RIM -37 .38 NEW PAR L A .. =373.40(7/' BLA 9104 1602 L 12°CMP W) EX. 8" A.C. WATER EA = 7117 16 AC) I `(nom -St -CAI \ NO. / AREA = 12983 (0.30 AC) = 12697 270 Sf I1 Ac. RM ARM% f�J REQUIRED: 41 PROVIDED: 69 m 384.40 ILDG AREA = 16273 SF EA = 8469 19 AC) I OIM p N TBM #2 ELEV 400.69 0l m h�ti RR SPIKE (D z EX. 8' D.I. WATER IN I _ FOUND R R /CAP TO P CE L # 1691 I \ \ I a B" .I. WA 12 \ IO J \ I \ Q ,A I O I s � \ I \ 7 0 20'02'4 I R 755.00' A- 64.14' 1 A I I � I � 1 w hy0 I 1 0 1 I °I Iz SAN Y SEWER MANHOLE CEI#6 RI 9.79 AREA = 5001 I I.E. 3 9.54(87PVC E) SF (0.11 AC) I -a� I I.E. 38 .39(S"PVC S) LAO R (NE) I IX. 8" SAN TT Y S ER 1 .7' I FOUND REBAR /CAP PACE LS #11691 ' 8 -0 2 I I a I W I n INLYT NAL I "'- �Pz 1 - T ` A 1 �' 11 2 DROPS, 1 NAM y Ek. B" S)iN 1 A A ..I:.. 1 I I � 1 I ��F 17�TH1 EX. MANHOLE #1252 -2 ADT (2012) RIM = 397.78 I.E=388.13(TPVC E) I.E388.08(8°PVC SE) LE =387.78(TPVC W) LADDER (S) rIFOUND . MA H LE #13 -2 �3801 8"`PVC t MAC `�' SAN LADDER (S 19 -12 �W W 1.60' #116 CAP LS #11691 T~e I8 -Di -12 - - FOUND Y BRASSIE W/')C �a DOWN CA' -EX. MANHOLE #13 -1 tea` 7-19-12 inr- 399.38 1.T.'38B.68(8'PVC NE) - 46- 388.68(8"PVC W) 'A ""ER (S) EX. 8' SEWER IN C - 310012 ��\0\� GRAPHIC SCALE 30 0 15 30 IN COMPLIANCE WITH CITY OF RENTON ST NDARDS BY: Date: BY Date: Date: BY: Date: SURVEY BY' arcs & Ilal EMO81'6X ZING rMc 4815 CA'N788 ST88AT TACOMA NA 98409 7878 (258) 474 -9118 FAX (255) 474 -0159 B MCMURK t All elevations are based on NAVD 88 datum. BM /1) Elevation: 400.968' KC BM 'F8li (350' SE OF INTERSECTION - COORDINATES: N:165206.4, E:1303281.4) TBM $2) Elevation: 400.69' Railroad Spike. F.F.E. • 100.00 (ARC�pFL) 384.40 (CIYL) �R. 9fITS AND HILL 1 " =30' i� DATUM um K501 OCONNELL 1501 41h Ave, Sues 1400 (206) WA 99101 -3655 (z9e) 4as -z799 VELMEIR RETAIL PHARMACY STORMWATER PLAN -SITE 03/28/13 Er CONSTRUCTION PLAN REVIEW RESUBMITTAL JEV OB /D5 /13 CONSTRUCTION PLAN REVIEW RESUBMRTAL JEV 06/20/13 ET ono 0 l.i I .7 CONSTRUCTION PLAN REVIEW SUBMRTAL ET 04/29/13 amm KO a r xpr pc ion REVISION BY DATE APPR• JEV M 12 7c In I . a' RII 12" E IE= 12" NE 12" W SEE 201 U w 'o rr a Station nn 14-00 1-4- 0 +00 W 39( wl 37( UU 54 LF OF 12' DIAL HOPE STORM PIPE 0 0.4% MH #1- DET SYS PROFILE GllIEWATil STORMFILTER STRUCTURE RIM = 378.002 12" E IE= 369.98 PROPOSED GROUND 12" W IE= 369.18 80 SURFACE '7 5 12" N IE= 370.10 392.5 12" W IE= 370.00 CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMNTAL SEE STD. PLANS 201.00, 5.0 204.50 AND DETAIL ST4 2.5 CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMTRAL JEV UG DETENTION 0 SYSTEM 7.5 CITY OF RENTON CONSTRUCTION PLAN REVIEW SUBMITTAL 8" N IE= 376.71 X5.0 STORMFlLTER STRUCTURE 390 RIM = 377.50 375.20 12" E IE= 368.08 8" N IE= 372.42 12" SW IE= 366.28 60 PROPOSED MODULAR BLOCK 70.65 IE= 366.64 �--,�=0 1,�11 8" E IE= 372.42 387 • ,I■E-.,III,'! - 387.5 8" S IE= 372.32 RETAINING WALL 4' III r 00 04.50 SEE STD. PLANS EXISTING GROUND 201.00, 204.40 SURFACE RIM = 3T7•� - 8' E IE= 374.56 8" S IE= 374.46 SEE STD. PLANS 200.00, 203.00 385.0 - - 382.5 RIM = 6" E IE= 8" W IE 380 SEE STD PROPOSED GROUND SURFACE 37 RIM = 380.96 6" S IE= 377.71 8" E IE= 376.18 8" N IE= 376.71 8' W IE= 376.08 SEE STD. PLANS 200.00, 203.00 I _ 6" IE= 380.40 200.00, 397 395 392 37 PLACE CAP AT 71 LF OF 6" DIAL �D " �►i�� O 3.8% ., 375.0 3 62 LF OF 8' DIAL 0 +00 W 39( wl 37( UU 54 LF OF 12' DIAL HOPE STORM PIPE 0 0.4% MH #1- DET SYS PROFILE GllIEWATil Station ,)inn 0 +00 39( �-o 37( Station 1-1-nn 9-4-nn 7--3R STORMFILTER STRUCTURE RIM = 378.002 12" E IE= 369.98 ' 12" W IE= 369.18 80 RIM = 378.80 '7 5 12" N IE= 370.10 392.5 12" W IE= 370.00 CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMNTAL SEE STD. PLANS 201.00, 5.0 204.50 AND DETAIL ST4 2.5 CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMTRAL JEV UG DETENTION 0 SYSTEM 7.5 CITY OF RENTON CONSTRUCTION PLAN REVIEW SUBMITTAL 8" N IE= 376.71 X5.0 STORMFlLTER STRUCTURE 390 RIM = 377.50 2.5 12" E IE= 368.08 8" N IE= 372.42 12" SW IE= 366.28 60 PROPOSED MODULAR Station ,)inn 0 +00 39( �-o 37( Station 1-1-nn 9-4-nn 7--3R ., [Ire] -4-1-nn I +UU 2 +00 Z+JO CB #3 - CB #12 PROFILE 4 +00 4 +20 - SOTS AND HILL - -- tvi�tr'�+a1 DATUM Ulm KERN OCONNEU 1501 4m A". SUIN 1400 SeaMle, WA 96101 -3655 (206) 436 -2700 RIM = 380.96 392.5 392 CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMNTAL 6" S IE= 377.71 08/05/13 PROPOSED GROUND CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMTRAL JEV 8" E IE= 376.18 2 aK real CITY OF RENTON CONSTRUCTION PLAN REVIEW SUBMITTAL 8" N IE= 376.71 04/29/13 IXISDNG GROUND 390 RIM = 375.21 I � ror • NO. 8" N IE= 372.42 BY SURFACE PROPOSED MODULAR BLOCK SEE STD. PLANS 8" E IE= 372.42 387 200.00, 203.00 - 387.5 8" S IE= 372.32 RETAINING WALL 4' III SEE STD. PLANS EXISTING GROUND 201.00, 204.40 SURFACE RIM = 3T7•� - 8' E IE= 374.56 8" S IE= 374.46 SEE STD. PLANS 200.00, 203.00 385.0 - - 382.5 RIM = 6" E IE= 8" W IE 380 SEE STD PROPOSED GROUND SURFACE 37 RIM = 380.96 6" S IE= 377.71 8" E IE= 376.18 8" N IE= 376.71 8' W IE= 376.08 SEE STD. PLANS 200.00, 203.00 I _ 6" IE= 380.40 200.00, 397 395 392 37 PLACE CAP AT 71 LF OF 6" DIAL �D 377.5 37 O 3.8% 375.0 3 62 LF OF 8' DIAL 372.5 HOPE STORM PIPE 36 O 1.0% 31 LF 1 - rLFOF DIA. HDPE 370 STORM IXISTING GROUND SURFACE 0 0.7% 3 387 385 RIM = 375.21 B" N IE= 372.42 B" E IE= 372.42 12' S IE= 372.32 367.5 PROPOSED GROUND SURFACE J 36365.0 2.5 - 382 360 ., [Ire] -4-1-nn I +UU 2 +00 Z+JO CB #3 - CB #12 PROFILE 4 +00 4 +20 '81c Li r, lilwll LtVV CB #2 - CB #6 PROFILE J TVV .5 00 .5 .0 .5 90 .0 .5 80 .5 .0 .5 70 7.5 5.0 .5 4+004+20 0 0 +00 39( 37( 79.01 376.50 376.50 :376.01 PLANS 203.00 �F 8" DIAL HDPE 1PE 0 4.7% Station 1+00 1 +54 - SOTS AND HILL 1 " =30' tvi�tr'�+a1 DATUM Ulm KERN OCONNEU 1501 4m A". SUIN 1400 SeaMle, WA 96101 -3655 (206) 436 -2700 RIM = 380.96 Et 392 CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMNTAL 6" S IE= 377.71 08/05/13 PROPOSED GROUND CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMTRAL JEV 8" E IE= 376.18 2 aK real CITY OF RENTON CONSTRUCTION PLAN REVIEW SUBMITTAL 8" N IE= 376.71 04/29/13 IXISDNG GROUND amvA KO 4�(r 3 I � ror • NO. 8' W IE= 376.08 BY SURFACE PROPOSED MODULAR BLOCK SEE STD. PLANS 387 200.00, 203.00 - RETAINING WALL 385 382 3 � 37 RIM = 380.96 6" S IE= 377.71 8" E IE= 376.18 8" N IE= 376.71 8' W IE= 376.08 SEE STD. PLANS 200.00, 203.00 I _ 6" IE= 380.40 RIM = 380.40 8' SE IE= 377.50 8" W IE= 377.40 SEE STD. PLANS 201.00, 204.40 397 395 392 37 PLACE CAP AT 71 LF OF 6" DIAL �D HOPE STORM PIPE 37 O 3.8% 1 3 62 LF OF 8' DIAL HOPE STORM PIPE 36 O 1.0% - 3 36 IXISTING GROUND SURFACE RIM DIA 6" E IE= 8" NW IE= SEE STD. 20000 _ 38300 380.50 380.00 PLANS 20300 3 387 385 RIM = 375.21 B" N IE= 372.42 B" E IE= 372.42 12' S IE= 372.32 PROPOSED GROUND SURFACE SEE STD. PLANS - 382 201.00, 204.40 8" WATER, IE= 378.26 1 3 377 - 6 "K8" WYE CONN, 375 122 LF OF 8' DIAL HOPE 8" IE= 378.94 113 LF OF 8" DIAL HOPE STORM PIPE 0 1.0 %_ _. 97 LF OF B" DIAL HOPE 372 STORM PIPE 0 3.2% STORM PIPE 0 2.6% 3 36 23 LF OF 12' DLl HDPE STORM PIPE 0 1.0% 36 362 3 '81c Li r, lilwll LtVV CB #2 - CB #6 PROFILE J TVV .5 00 .5 .0 .5 90 .0 .5 80 .5 .0 .5 70 7.5 5.0 .5 4+004+20 0 0 +00 39( 37( 79.01 376.50 376.50 :376.01 PLANS 203.00 �F 8" DIAL HDPE 1PE 0 4.7% Station 1+00 1 +54 36 0 +00 .5 90 .5 .0 .5 80 7.5 5.0 2.5 70 7.5 5.0 2.5 60 1 +00 1 +54 STUB - BLDG PROFILE IN COMPLIANCE WITH CITY OF RENTON STgNDARDS BY: v Date: 4t; BY( Date: Data: BY: Date: IXISTING GROUND SURFACE PROPOSED GROUND SURFACE 3 UG DETENTION SYSTEM 26 LF OF 8" DIAL - SOLID HOPE STORM PIPE 0 2.0% Station 0 +46 .5 RIM = 376.00 8" N IE= 372.5 SEE STD. PLANS 201.00, 204.40, 260.10 Station C67 TO DETENTION BASIN R- 310013 PLAN & PROFILE SURVEY BY. F.F.E. = 100.00 (ARCH.) 3� & IOU �R91 G INC. SCALES 4815 CUTU STRUT • 384.40 (CIVIL) TACOMA WA 98409 HORIZONTAL : 1" = 30' MR (253) a7a -9449 VLT2TICAL ; 1" = 6' FAX (253) 474 -0153 - SOTS AND HILL 1 " =30' tvi�tr'�+a1 DATUM Ulm KERN OCONNEU 1501 4m A". SUIN 1400 SeaMle, WA 96101 -3655 (206) 436 -2700 RIM = 380.96 Et 392 CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMNTAL 6" S IE= 377.71 08/05/13 PROPOSED GROUND CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMTRAL JEV 8" E IE= 376.18 SURFACE aK real CITY OF RENTON CONSTRUCTION PLAN REVIEW SUBMITTAL 8" N IE= 376.71 04/29/13 IXISDNG GROUND amvA KO 4�(r 3 I � ror • NO. 8' W IE= 376.08 BY SURFACE APPR ATO, @N SEE STD. PLANS 387 200.00, 203.00 - 385 382 3 � 37 I _ 6" IE= 380.40 8" IE= 377.33, 37 PLACE CAP AT 71 LF OF 6" DIAL �D HOPE STORM PIPE 37 O 3.8% 1 3 62 LF OF 8' DIAL HOPE STORM PIPE 36 O 1.0% - 36 36 3 36 0 +00 .5 90 .5 .0 .5 80 7.5 5.0 2.5 70 7.5 5.0 2.5 60 1 +00 1 +54 STUB - BLDG PROFILE IN COMPLIANCE WITH CITY OF RENTON STgNDARDS BY: v Date: 4t; BY( Date: Data: BY: Date: IXISTING GROUND SURFACE PROPOSED GROUND SURFACE 3 UG DETENTION SYSTEM 26 LF OF 8" DIAL - SOLID HOPE STORM PIPE 0 2.0% Station 0 +46 .5 RIM = 376.00 8" N IE= 372.5 SEE STD. PLANS 201.00, 204.40, 260.10 Station C67 TO DETENTION BASIN R- 310013 PLAN & PROFILE SURVEY BY. F.F.E. = 100.00 (ARCH.) 3� & IOU �R91 G INC. SCALES 4815 CUTU STRUT • 384.40 (CIVIL) TACOMA WA 98409 HORIZONTAL : 1" = 30' MR (253) a7a -9449 VLT2TICAL ; 1" = 6' FAX (253) 474 -0153 All elevations are based on NAVD 88 datum. BM #1) Elevation: 400.968' KC BM "FSA (350' SE OF INTERSECTION - COORDINATES: N:165206.4, E:1303281.4) TBM #2) Elevation: 400.69' Railroad Spike. 03/28/13 VELMEIR RETAIL PHARMACY STORM PROFILES -SITE 01.8 .m 13 viz; R-,7700(3 - SOTS AND HILL 1 " =30' tvi�tr'�+a1 DATUM Ulm KERN OCONNEU 1501 4m A". SUIN 1400 SeaMle, WA 96101 -3655 (206) 436 -2700 Et CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMNTAL JEV 08/05/13 CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMTRAL JEV 06/20/13 mere Ef aK real CITY OF RENTON CONSTRUCTION PLAN REVIEW SUBMITTAL ET 04/29/13 amvA KO 4�(r I � ror • NO. REVISION BY DATE APPR ATO, @N All elevations are based on NAVD 88 datum. BM #1) Elevation: 400.968' KC BM "FSA (350' SE OF INTERSECTION - COORDINATES: N:165206.4, E:1303281.4) TBM #2) Elevation: 400.69' Railroad Spike. 03/28/13 VELMEIR RETAIL PHARMACY STORM PROFILES -SITE 01.8 .m 13 viz; R-,7700(3 A <a II II II INLET \ a. I II II II � II m TOP SLAB ACCESS SEE FRAME AND COVER DETAIL IN COMPLIANCE WITH CITY OF RENTON STANDARDS PLAN VIEW BY:01ncd Pr AL Date: k6lo STANDARD OUTLET RISER FLOWKIT: 43A BY: Date: BY: Date: BY: Date: CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RING /RISERS I 'e° `1 • a OUTLET SUMP A _j OUTLET 96" I.D. MANHOLE STRUCTURE (114 ") O.D. STORMFILTER DESIGN NOTES STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (14). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 14 CARTRIDGES. 096" MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.8 CFS. IF THE SITE CONDITIONS EXCEED 1.8 CFS AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27" 18" LOW DROP RECOMMENDED HYDRAULIC DROP (H) 3.05' 23 1.8' SPECIFIC FLOW RATE (gpm /sf) 2 gpm /ft2 1 gpm/ft2 2 gpm /ft2 1 gpm /ft2 2 gpm/ft2 1 gpm /ftz CARTRIDGE FLOW RATE (gpm) 22.5 11.25 15 1 7.5 10 1 5 FRAME AND COVER (DIAMETER VARIES) N.T.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID #1 WATER QUALITY FLOW RATE (cfs) 0.14 cfs PEAK FLOW RATE (cfs) 0.14 cfs RETURN PERIOD OF PEAK FLOW (yrs) 100 # OF CARTRIDGES REQUIRED 13 CARTRIDGE FLOW RATE CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 5.0 gpm MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS) ZPG PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE #1 C1.3 C1.3 C1.3 INLET PIPE #2 C1.3 C1.3 C1.3 OUTLET PIPE C1.3 C1.3 C1.3 RIM ELEVATION C1.3 C1.3 ANTI - FLOTATION BALLAST ANTI - FLOTATION BALLAST WIDTH HEIGHT HEIGHT NA N/A NA NOTES /SPECIAL REQUIREMENTS: ' PER ENGINEER OF RECORD SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID #2 WATER QUALITY FLOW RATE (cfs) 0.14 cfs PEAK FLOW RATE (cfs) 0.14 cfs RETURN PERIOD OF PEAK FLOW (yrs) 100 # OF CARTRIDGES REQUIRED 13 CARTRIDGE FLOW RATE CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 5.0 gpm MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS) CSF PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE #1 C1.3 C1.3 C1.3 INLET PIPE #2 C1.3 C1.3 C1.3 OUTLET PIPE C1.3 C1.3 C1.3 RIM ELEVATION C1.3 ANTI - FLOTATION BALLAST WIDTH LLC REPRESENTATIVE. www.contechES.com HEIGHT N/A N/A NOTES /SPECIAL REQUIREMENTS: PER ENGINEER OF RECORD The Slomwater Management StormFilter® R- 310014 ENGINEERED SOLUTIONS LLC www.contechES.com 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 800 - 338 -1122 513 -645 -7000 513 - 645 -7993 FAX SFMH96 STORMFILTER STANDARD DETAIL R -37zDa 14-° C1.9 FLOATABLES GENERAL NOTES BAFFLE 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS - -- LLC REPRESENTATIVE. www.contechES.com _ 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0'- 5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO INLET PIPE M306 AND BE CAST WITH THE CONTECH LOGO. 6. FILTER CARTRIDGES SHALL BE MEDIA - FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7- INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. ( 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). ° a INSTALLATION NOTES a 1. ANY SUB -BASE, BACKFILL DEPTH, AND /OR ANTI - FLOTATION PROVISIONS ARE SITE - SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE FILTER j z Z _ _ SPECIFIED BY ENGINEER OF RECORD. CARTRIDGE o U F w C9 Q 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE FLOW KIT JwJ � WU x a (LIFTING CLUTCHES PROVIDED). Q= ao _j Z Z) w 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. OUTLET SUMP = O o 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). HDPE OUTLET RISER = v z_ m 5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPE OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED SECTION A -A IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. 6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION - RELATED EROSION RUNOFF. The Slomwater Management StormFilter® R- 310014 ENGINEERED SOLUTIONS LLC www.contechES.com 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 800 - 338 -1122 513 -645 -7000 513 - 645 -7993 FAX SFMH96 STORMFILTER STANDARD DETAIL R -37zDa 14-° C1.9 TEMPORARY COVER FOR CONSTRUCTIONLOADS HEIGHT OF COVER CONSTRUCTION LOADS FOR TEMPORARY CONSTRUCTION VEHICLE LOADS, AN EXTRA AMOUNT OF COMPACTED COVER MAY BE REQUIRED OVER THE TOP OF THE PIPE. THE HEIGHT -OF-COVER SHALL MEET THE MINIMUM REQUIREMENTS SHOWN IN THE TABLE BELOW. THE USE OF HEAVY CONSTRUCFION EQUIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED GRADE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC, PIPE SPAN, AXLE LOADS (kips) INCHES 1 tBSU 1 may 1 25-117 1 116180 TABLE 161 FLAT 25 tl2" CORRUGATED GA6KET IMERRUPTEDBAR R EPIFCEMFM. SEE NOTE 6. 2R. 2.5 30 30 149WS BAND 3.0 3.0 3.5 4.0 1. RIGID OR FLEXIBLE PAVEMENT 036'RISE T_+ tt'3 t' 39 -0' 4.0 126144 3.5 40 45 RIM =381.1 036 RISER 1 I q 2, GRANULAR ROAD BASE INV= 369.62 6'S 9'-0'� RE- ROLLED PIPE wTE aenSloN OESCaIR1oN ev 3. tY MIN. FOR DIAMETERS THROUGH 96' INV =36962 (PSF) INL FOR DIAMETERS O 036'RISER 038 -RISER 03V SEft CUM RISER WRNS 04' 4' %P 28° X5�IYOCEW A AND IARGER MEASURED TOTOP OF RIGID RIM =380. RIM -3P0 SECTION TBULKHEAD T a _ - OR BOTTOM OF FLEXIBLE PAVEMENT. INV =�0 INV = 369.62 NV = 369. INV= 369.62 - C SELECT GRANULAR FILL PER AASHTO M145 -- _ Al. A20R M. OR APPROVED EQUAL. tA+ IN\ \1 III Z u -25112 3Y tlS�ITOCEW 2120 1¢10 PLACED IN W LIFTS (COMPACTED TO MIN, III- 05' - _ - 90% STANDARD DENSRY PER PASHTO T99.) 1.90 I 24" Q 3B 5 %5, _ 5. GRANULAR BEDDING. ROUGHLY SHAPED TO As@I ocm 4 -518' SUFFICIENT TO PREVENT J SIR BEARING ON FROM �u°{ 02 - FIT THE BOTTOM OF PIPE. a - TOV IN DEPTH 46 Mts 1ff OCEA, 5, 1.X5 5'8' %54' (2) 24' TECHCO DOW RISER 1,210 RISER PROVIDEC By "TYP - -- 112'0 BAND ANGLES PER IM =3]9]0 06' BOLT ORAWINGS0008413 INV = -B III 1.800 3 5 4 6.%6, 50' tl5ve'OCEW 1p00 SECTION VIEW FOUNWTIOWDEDDING PREPAIUTIXI NOTES g$ PRIOR TO RACING THE BEDDING. THE FOUNDATION MUST BE CONSTRUCTED TO A UNIFORMING CAPACITY I STABLE GRADE IN THE EVENT THAT UNSUITABLE FOUNDATION MATERMUS ARE ENCOUNTERED 012' ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE. p DURING EXUVATIIX. THEY SHALL BE REMOVED AND BROUGHT BACK TO THE GRADE WITH A FILL CONNECTION DETAIL BULKHEAD Al ELEVATIONS, DIMENSIONS. AND LOCATIONS OF E MATERNLAS APPROVED SY THE ENGINEER. ONCE THE FOUOATION PREPPAAnON IS COMRETE.4' 012- STUB RISERS AND INLETS. SHALL BE VERIFIED BY THE -6' OF A WELLGRMED GR NRJUM MATERIAL SHALL BE PLACED AS THE BEDDING. GENERAL NOTES: INV = 370.12 ENGINEER OF RECORD PRIOR TO RELEASING FOR BAC PILL 1, BANDS ARE NORMALLY FURNISHEDAS FOLLOWS: W FABRICATION, S 12' THRU PS', 1-PIECE • ALL FITTINGS AND REINFORCEMENT COMPLY WITH THE BACKFILL SHALL BEAN Al. A2 OR AS GRANULAR FILL PER AASHTO 54' THRU 95, 2 -PIECE ASTM A999. TAWS, OR A=RADED GRANUAQ FILL AS APPROVED BY THE SITE ENGINEER IBY THRU 144', OWRISER ALL RISERB AND STUBS ME2 'x$'CORRUGATION p q (SEE IE GU ). THE MATERWLS PACED IN Y IM= 379.00 AND GAGE UNLESS OTHERWISE NOTED. ' STABS UM ATICN ACTED LOOSELIFTSANDLACING TEDTO m %NSHTO TO STANDARD PROCTOR RS ARIES. 2, BAND FASTENERS ARE ATTACHED WITH SPOT WELDS. RIVETS OR INV =36982 RISERS TO BE FIELD TRIMMED TO GRACE. WHEN PLACING THE FIRST LJFTSOF R IS HAND WELDB. • QUANTITY OF PIPE SHOWN GOES NOT PROVIDE EXTRA i UNDER AND MAKE SDRE TIUT THE BALKFILL IS PROPERLY COMPACTED UNDERPAID MAKE SURE COMP C W2' PIPE FOR CONNECTING THE SYSTEM TO EXISTING PIPE fi4 AROUND TNEPIPEHAUNCHES. E RACED SUCH NOMCKFILL NA 3. CORRUGATIONS ME X 14', BULKHEAD ORDRAINAGE STRUCTURES. OURSYSTEMASDETNLED 6 TIME DURING TWO LIFT (+6') BETWEEN ANY OF RPESATAASTIMEDURINGTHE BACI (FILL MANUFACTURING RING TOLERANCES DIMENSIONS PRE SUBJECT TO MPNUFALTURING TOLERANCES. DIMENSIONSM SUBJECT JECT PROVIDES NOMINAL INLET ANDMR OUTLET PIPE STUB FOR 45 IAGAFINMIBETWEENANTOFTHE PROCESS. YHE LENGTH OFTHE DETENTION STBTEMAT THE BOAVOIL 5IFFE 012- STUB CONNECTION TO EXISTING DF LINAGE FACILITIES. IF ENTIAL OADALONC THE SM1E RATE TO AV 01 D wFFERENDAL LOAgNG ON THE PIPE E III 072' INV = 372.11 ADDITIONAL PIPE IS NEEDED IT IS THE RESPONSIBILITY OTHER ALTERNATE B4CItFlLL MATERIAL MAY BE NLO W ED DEPEND W G M SITE SPECIFIC 2 10 -C BAND DETAIL OF THE CONTRACTOR. cw4wnoxs.uMPROVm ev sDE ENGwEER 036'RISER 3 036'R6ER IS SNB RIM =3]]9 0361 RISER p2 SCALE: N.T.S. 0)YBUIXH RIM•3I9.4 INV =P0.12 33 RISER 036'RISER 5'F INV =36962 IM =37)36 IM/ =w5.62 Hxv�06962 RIM =370'2 9' 225- 2'.6' n INV =36962 FAT' -9M' THE UNDERSIGNED HEREBY APPROVES THE ATTACHED (3)PAGES INV =36962 $ 7 BACKFILL DETAIL 2,S-0. p2 SCALE: N.T.S. S 1500' $ 9 It VOLUME = 48,957 CF z Q� • MAINLINE PIPE GAUGE = 16 Gd Z f • WALL TYPE = SOLID 4 ASSEMBLY • DIAMETER= 72" SCALE: 1" = 20' • FINISH = ALT2 A�IV�,� RAID" 072" UNDERGROUND DETENTION SYSTEM - 480574 -020 480574 om 7IM13 9Q S LOADING: H2OIH25 C NTECH' SYSTEM INV= 361 CVS PHARMACY AKA RETAIL PHARMACY - RENTON DR. FCC CUSTOMER DATE t �pt1EEEED SOUI'Rom LLC CMP DETENTION SYSTEMS ....co„rocnes.mm RENTON, WA ° 07y' UNDERGROUND DETENTION SYSTEM - 480574 -020 n835. Clann wl°Ing O,ma. Portland OR 87227 <w+rEa pROPP O SITE DESIGNATION: - -- . E1Xq °'°618^801 sn24. 63}551 -1n1 FAX ^ �^° •> '�^'° •G\'htID�i��RI: ..,'°�'� .-a ,:;:= P2 � 3 CVS PHARMACY AKA RETAIL PHARMACY - RENTON LLAIX wTE PBVlslox vESauPlxx+ 3v S �°= +::T.°� e -=': NNE0C LLC CMP DETENTION SYSTEMS TEMPORARY COVER FOR CONSTRUCTIONLOADS HEIGHT OF COVER CONSTRUCTION LOADS FOR TEMPORARY CONSTRUCTION VEHICLE LOADS, AN EXTRA AMOUNT OF COMPACTED COVER MAY BE REQUIRED OVER THE TOP OF THE PIPE. THE HEIGHT -OF-COVER SHALL MEET THE MINIMUM REQUIREMENTS SHOWN IN THE TABLE BELOW. THE USE OF HEAVY CONSTRUCFION EQUIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED GRADE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC, PIPE SPAN, AXLE LOADS (kips) INCHES 1 tBSU 1 may 1 25-117 1 116180 TABLE 161 (FT) IMERRUPTEDBAR R EPIFCEMFM. SEE NOTE 6. 2R. 2.5 30 30 149WS 4672 3.0 3.0 3.5 4.0 76120 036'RISE T_+ tt'3 t' 39 -0' 4.0 126144 3.5 40 45 RIM =381.1 036 RISER 1 I q 0B INV= 369.62 6'S 9'-0'� IM =30364 wTE aenSloN OESCaIR1oN ev RISER INV =36962 (PSF) 036'RISER 038 -RISER 03V SEft CUM RISER WRNS 04' 4' %P 28° X5�IYOCEW O2 B0001 RIM =380. RIM -3P0 60 IM =3829] TBULKHEAD T a _ INV =�0 INV = 369.62 NV = 369. INV= 369.62 0]TBULKH 4 tA+ IN\ \1 III Z u III 3Y tlS�ITOCEW 2120 1¢10 m 05' 036-RISER 1.90 /II GASKET MATERIAL / OCMP RISER -� Q 3B 5 %5, RIM =380 As@I ocm 1 5 SUFFICIENT TO PREVENT J SIR BEARING ON FROM �u°{ 02 INV =SKIM 46 Mts 1ff OCEA, 5, 1.X5 5'8' %54' DOW RISER 1,210 RISER PROVIDEC By "TYP a IM =3]9]0 06' INV = -B III 1.800 3 �a 4 6.%6, 50' tl5ve'OCEW 1p00 SECTION VIEW NOTES g$ SOIL BEARING CAPACITY I 012' ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE. p BULKHEAD Al ELEVATIONS, DIMENSIONS. AND LOCATIONS OF E 012- STUB RISERS AND INLETS. SHALL BE VERIFIED BY THE INV = 370.12 ENGINEER OF RECORD PRIOR TO RELEASING FOR W FABRICATION, S • ALL FITTINGS AND REINFORCEMENT COMPLY WITH ASTM A999. OWRISER ALL RISERB AND STUBS ME2 'x$'CORRUGATION p q W6'RISER IM= 379.00 AND GAGE UNLESS OTHERWISE NOTED. ' RIM =3P INV =36982 RISERS TO BE FIELD TRIMMED TO GRACE. INV =SO • QUANTITY OF PIPE SHOWN GOES NOT PROVIDE EXTRA i W2' PIPE FOR CONNECTING THE SYSTEM TO EXISTING PIPE fi4 01YSMB W2' BULKHEAD ORDRAINAGE STRUCTURES. OURSYSTEMASDETNLED 6 INV =38.03 BULKHEAD PROVIDES NOMINAL INLET ANDMR OUTLET PIPE STUB FOR 45 012- STUB CONNECTION TO EXISTING DF LINAGE FACILITIES. IF I III 072' INV = 372.11 ADDITIONAL PIPE IS NEEDED IT IS THE RESPONSIBILITY T BULKHEAD OF THE CONTRACTOR. a 036'RISER 036'R6ER IS SNB RIM =3]]9 0361 RISER 0)YBUIXH RIM•3I9.4 INV =P0.12 33 RISER 036'RISER 5'F INV =36962 IM =37)36 IM/ =w5.62 Hxv�06962 RIM =370'2 9' 225- 2'.6' n INV =36962 FAT' -9M' THE UNDERSIGNED HEREBY APPROVES THE ATTACHED (3)PAGES INV =36962 INCLUDING THE FOLLOWING: 2,S-0. S 1500' It VOLUME = 48,957 CF z • MAINLINE PIPE GAUGE = 16 • WALL TYPE = SOLID 4 ASSEMBLY • DIAMETER= 72" SCALE: 1" = 20' • FINISH = ALT2 VOLUME: 48,957 C.F. 9Q S LOADING: H2OIH25 SYSTEM INV= 361 CUSTOMER DATE t a ' I li•A�IrJ! ° 07y' UNDERGROUND DETENTION SYSTEM - 480574 -020 o o 804+3 '�'°'- �°�= �'�^ °. °1swxeAoren°. HCN •G\'htID�i��RI: ..,'°�'� .-a ,:;:= CVS PHARMACY AKA RETAIL PHARMACY - RENTON S �°= +::T.°� e -=': NNE0C LLC CMP DETENTION SYSTEMS 5 °' L .ww.waw,BS.mm w.,Ea -. RENTON, WA °- 1+838 HE cl °nn wdUn9 D,m°. P°nl °ne. oR s]zz0 PROPOSAL -SITE DESIGNATION: - - -- P1 3 Rw wTE RLVlsax DESCRIPTION BT B0t"PH' ] 5dQ. 6a.sa«I2]1 FAX TEMPORARY COVER FOR CONSTRUCTIONLOADS HEIGHT OF COVER CONSTRUCTION LOADS FOR TEMPORARY CONSTRUCTION VEHICLE LOADS, AN EXTRA AMOUNT OF COMPACTED COVER MAY BE REQUIRED OVER THE TOP OF THE PIPE. THE HEIGHT -OF-COVER SHALL MEET THE MINIMUM REQUIREMENTS SHOWN IN THE TABLE BELOW. THE USE OF HEAVY CONSTRUCFION EQUIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED GRADE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC, PIPE SPAN, AXLE LOADS (kips) INCHES 1 tBSU 1 may 1 25-117 1 116180 TABLE MINIMUM COVER (FT) IMERRUPTEDBAR R EPIFCEMFM. SEE NOTE 6. 2R. 2.5 30 30 1N2 4672 3.0 3.0 3.5 4.0 76120 30 35 4.0 4.0 126144 3.5 40 45 45 'MINIMUM COVER MAY VARY. DEPENDING ON LOCAL CONORIONS, THE CONTRACTOR MUST PROVIDE THE ADDITIONAL COVER REQUIRED TO AVOID DAMAGE TO THE PIPE MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE. 3 CONSTRUCTION LOADING DIAGRAM p3 SCALE: N.T.S. SPECIFICATION FOR CORRUGATED STEEL PIPE-ALUMINIDED TYPE 2 STEEL SCOPE THIS SPECIFICATION COVERS THE MANUFACTURE AND INSTNIATION OF THE CORRUGATED STEEL PIPE (CSP) DETAILED IN THE PROJECT PLANS. MATERIAL THE ALUMINI2ED TYPE 2 STEEL COLS SHALL CONFORM TO THE APKICABLE REQUIREMENTS OF PASHTO M274 OR ASTM ARS. PIPE THE CSP SHALL BE MANUFACTURED IN ACCORDANCE WITH THE APFUCABLE REQUIREMENTS OFAASHTOMWORASTMA ] m. THEPWESIMS.GMES AND CORRUGATIONS SHALL BE AS SHOWN ON THE PROJECT PLANS. ALL FABRICATION OF THE PRODUCT SHALL OCCUR WITHIN THE UNITED STATES. HANDUNGANDASSEMBLY SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE NATIONAL CORRUGATED STEEL PIPE ASSOCIATION (NCSPA) INSTAIUTICN SHALL BE IN ACCORDANCE WITH PASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES. SECTON 26 DIVISION H OR ASTM A796 AND IN CONPORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. IF THERE ME ANY INCONSISTENCIES OR CONFLICTS THE CONTMCTOR SHOULD DISCUSS AND RESOLVE WRHTHESITEENGINEER. IT IS ALWAYS THE RESPONSIBILITY OF THE CONTRACTOR TO FOLLOW OSHA GUIDELINES FOR SAFE PRACTICES. q Fq IX4 DIAGONAL TRIM BAR (TYP.4 PLACES), SEE NOTE ]. OPENING IN PROTECTION S BFOR CASTING INTERRUPTED BAR REPLACEMENT, SEE NOTE B. CA OB IX4 DIgGONAL TR1 BAR(TYP.4 PLACES EE NOTE 2 -COVER (TYP) 1 I OPENING PROTECTIC SLAD PC CMTII A� BY:jl���� 1 REINFORCING CNTECH' NEEEED SOLUPROM LLC wvAAC0nMA8ES., 11835 NE Glenn wlmne On... vonMne. oR 97rzz6 TABLE 072" UNDERGROUND DETENTION SYSTEM - CVS PHARMACY AKA RETAIL PHARMACY - RENTON RENTON, WA SITE RESIGNATION: A� IMERRUPTEDBAR R EPIFCEMFM. SEE NOTE 6. ACCESS CASTING TO BE I ORN FCS -BEARING AND INSTALLED O CMP NE0. M1 GDypl I I I By corvTRACraa. BY CONTRACTOR. 1 I q 0B REINFORCING PRESSURE wTE aenSloN OESCaIR1oN ev RISER (PSF) 24' 04' 4' %P 28° X5�IYOCEW 2,110 1.190 IF T a _ 30 04'E' 4'.6' %4 V 3Y tlS�ITOCEW 2120 1¢10 iI 05' mstiourmEW 1.90 /II GASKET MATERIAL / OCMP RISER -� Q 3B 5 %5, 38° As@I ocm 1 5 SUFFICIENT TO PREVENT J SIR BEARING ON FROM �u°{ 02 46 Mts 1ff OCEA, 1'210 1.X5 5'8' %54' tl5Q9'OCEIY 1,210 RISER PROVIDEC By "TYP a 06' tl5�9'CCEW 1.800 CONTRACTOR. 0B i1 �a 4B 6.%6, 50' tl5ve'OCEW 1p00 SECTION VIEW " ASSUMED SOIL BEARING CAPACITY SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE NATIONAL CORRUGATED STEEL PIPE ASSOCIATION (NCSPA) INSTAIUTICN SHALL BE IN ACCORDANCE WITH PASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES. SECTON 26 DIVISION H OR ASTM A796 AND IN CONPORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. IF THERE ME ANY INCONSISTENCIES OR CONFLICTS THE CONTMCTOR SHOULD DISCUSS AND RESOLVE WRHTHESITEENGINEER. IT IS ALWAYS THE RESPONSIBILITY OF THE CONTRACTOR TO FOLLOW OSHA GUIDELINES FOR SAFE PRACTICES. q Fq IX4 DIAGONAL TRIM BAR (TYP.4 PLACES), SEE NOTE ]. OPENING IN PROTECTION S BFOR CASTING INTERRUPTED BAR REPLACEMENT, SEE NOTE B. CA OB IX4 DIgGONAL TR1 BAR(TYP.4 PLACES EE NOTE 2 -COVER (TYP) 1 I OPENING PROTECTIC SLAD PC CMTII \\ STANDARD STANDARD V- REINFORCING, REINFORCING, SEETABLE SEE TABLE ROUND OPTION PLAN VIEW NOTES 1, DESIGN IN ACCORDANCE WITH PASHTO, 1GF EDHPON, 2, DESIGN LOAD HAGS. 3. EARTHCOVER=t'MA%. 4, CONCRETE STRENGTH =3,500 PA 5, REINFORCING STEEL =ASTM AVIS GRADEM. SQUARE OPTION PLAN VIEW 7. TRIM OPENING WITH DIAGONAL Al BARS, EMEND BARS A MINIMUM OF iT BEYOND OPENING, BEND BARS AS REQUIRED TO MAINTAIN DAR COVER. B. PROTECTION BLAB AND ALL MATERIALS TO BE PROVIDED AND INSTALLED BY CONTRACTOR. 9. DETAIL DESIGN BY DELTA ENGINEERING. SINGHAMTON. NY s, OPENIlNGADDITIONAL EQUAL TO THE SAFE INTERRRRUPTED �41 MANHOLE CAP DETAIL HALFEACHSIDE. nnDInoNN BARS TO BEw P3 SCALE: N.T.S. THE SAME PLANE. s,.°...., °..°..e. _ A� BY:jl���� 1 BY: CNTECH' NEEEED SOLUPROM LLC wvAAC0nMA8ES., 11835 NE Glenn wlmne On... vonMne. oR 97rzz6 A�� \ITlrl1° CARP DETENTION SYSTEMS <P„1TC" PROPPOSSAL 072" UNDERGROUND DETENTION SYSTEM - CVS PHARMACY AKA RETAIL PHARMACY - RENTON RENTON, WA SITE RESIGNATION: em2a IMERRUPTEDBAR R EPIFCEMFM. SEE NOTE 6. I ORN FCS NE0. M1 GDypl I I I N N x_ 1 I ,.A. 8065°°'557 8°3'24031 we'sM -1n1 FAx "w °NAaI wTE aenSloN OESCaIR1oN ev \\ STANDARD STANDARD V- REINFORCING, REINFORCING, SEETABLE SEE TABLE ROUND OPTION PLAN VIEW NOTES 1, DESIGN IN ACCORDANCE WITH PASHTO, 1GF EDHPON, 2, DESIGN LOAD HAGS. 3. EARTHCOVER=t'MA%. 4, CONCRETE STRENGTH =3,500 PA 5, REINFORCING STEEL =ASTM AVIS GRADEM. SQUARE OPTION PLAN VIEW 7. TRIM OPENING WITH DIAGONAL Al BARS, EMEND BARS A MINIMUM OF iT BEYOND OPENING, BEND BARS AS REQUIRED TO MAINTAIN DAR COVER. B. PROTECTION BLAB AND ALL MATERIALS TO BE PROVIDED AND INSTALLED BY CONTRACTOR. 9. DETAIL DESIGN BY DELTA ENGINEERING. SINGHAMTON. NY s, OPENIlNGADDITIONAL EQUAL TO THE SAFE INTERRRRUPTED �41 MANHOLE CAP DETAIL HALFEACHSIDE. nnDInoNN BARS TO BEw P3 SCALE: N.T.S. THE SAME PLANE. s,.°...., °..°..e. _ Date: 4 /6 /S BY:jl���� Date:ale� BY: CNTECH' NEEEED SOLUPROM LLC wvAAC0nMA8ES., 11835 NE Glenn wlmne On... vonMne. oR 97rzz6 A�� \ITlrl1° CARP DETENTION SYSTEMS <P„1TC" PROPPOSSAL 072" UNDERGROUND DETENTION SYSTEM - CVS PHARMACY AKA RETAIL PHARMACY - RENTON RENTON, WA SITE RESIGNATION: em2a 710 2 1013 I ORN FCS e ,.A. 8065°°'557 8°3'24031 we'sM -1n1 FAx "w °NAaI wTE aenSloN OESCaIR1oN ev IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY:/ Date: 4 /6 /S BY:jl���� Date:ale� BY: Date: BY: Date: R- 310015 CD; 1�'-37Qc'�5 'C4 F� U w 0 w a- 0 +00 1 +00 2 +00 3 +00 4 +0% 15 IN COMPLIANCE WITH CITY OF RENTON 41 40 39 38 37 36 STANDARDS ,5 BY: Date: 1 0 BY Date: 0 +00 0 +81 BY: Date: '5 39 .0 .5 00 STA:0 +00.00 ELEV:377.70 .5 38 •0 STA:0 +00.00 ELEV:377.50 .5 STA:0 +05.64 90 ELEV:376.73 STA:0 +11.13 ELEV:376.24 •5 37 5.0 2.5 80 7.5 36 5.0 z.5 35 3 -- 38 38 ST •0 +11.20 12 :377.95 36 ST :0 +54.57 E :376.10 37 7 ST •4 +15.18 37 3 EL :401.00 36 36 36 407 35 3 5 +58.69 - - - 2 STA: +17.49 EL • :394.04 E :392.50 STA:1 10.50 J ELEV.-3 9.00 -- � -- 397 EL 398.56 395 - LEV:397.1 ST •3 +76.67 E :399.60 392 STA:o+ 0.00 - - ELEV:38 .84 / / ST •4 +15.18 / - 387 A +50'.75 / -�' EL 387.21 STA:a 0'9.34 38 - -- -- - - - - -- - -- - -- - 38 - -- - -- - __ - -- -- - - -- __ - -- 3 f ST 1+89.53 STA:2 78.19 5TA:O+ 0.00 U,0+10.54 EL :383.58 ELEV 384.30 37 ' 5T 0+49.72 E :383.50 , 37 E :382.14 LEV:383.6 37 3 36 3 STANDARDS ,5 BY: Date: 1 0 BY Date: 0 +00 0 +81 BY: Date: '5 39 .0 .5 00 STA:0 +00.00 ELEV:377.70 .5 38 •0 STA:0 +00.00 ELEV:377.50 .5 STA:0 +05.64 90 ELEV:376.73 STA:0 +11.13 ELEV:376.24 •5 37 5.0 2.5 80 7.5 36 5.0 z.5 35 9 0 BY: Data 7.5 5.0 STA:0 +80.84 2, ELEV:378.31 80 STA:0 +80.84 7.5 ELEV:378.10 STA:0 +68.24 5.0 ELEV:376.87 STA:0 +61.75 2.5 ELEV:376.36 70 7.5 5.0 2.5 60 7.5 55 70 0 +00 0 +81 7.5 PLAN & PROFILE PLAN & PROFILE 65 SCALES SCALES 0 +00 1 +00 2 +00 3 +00 4 +OC4 +15 HORIZONTAL : 1• = 30' VERTICAL , 1' = 6' HORIZONTAL : 1 = 30 VERTICAL : 1• = 6• w m O �12 "-' � • - - M GRAPHIC L t o E _�r I1 'nnwwZ / , g .am GRAPHIC SCALE 30 80 LF OF MODULAR BLOCK RETAINING 30 0 1 5 30 WALL WALL SHALL BE TENSAR MESA Of I WALL SYSTEM OR APPROVED EQUAL I 4 +00 r/ _ t CONTRACTOR SHALL SUBMIT SIGNED n AND SEALED (BY A REGISTERED PROFESSIONAL ENGINEER IN THE OF WASHINGTON) CALCULATIONS TO BE 1I ----- "' I: SUBMITTED TO THE CITY FOR APPROVAL m y Lij O _____ COORDINATE WITH ARCH DWGS. TOrm 0' E n 1' I ° 395 b FOR INTERFACE WITH BUILDING I - ° 7� ____ w m'�M 1 TOP OF WALL SHALL BE 4' MINIMUM I tz o -;, � a I 1 --- --- -- --- ---- -X _ -- ' I -- y ± ABOVE EAST GRADE STA 3 +07.20 TO I :: I x R o r -I- ,4Z66l --- �"- - - --- -- a---- - --- -- 8 I 4 +15.18 AND BE SAME BLOCK AS THE _ -II,,, < m m a REST OF THE WALL, COORDINATE WITH i' ARCH DWGS. FOR BRICK WALL EAST OF MODULAR BLOCK WALL ABOVE GRADE n -- - -- - - -- -F- LLI SS oml �o I� M wY <F oLJ CGO Ia z Y I (JO I n = ti ryryol ur U1N �o w0' - _ 1 LE N 6 5.9' n u n a vl 0' L r r IX 0- I I O gmai °Q N - o �`So -OJ 'ti x��n x 6� �1 t0 Z CD u I i 9_ -2`., N °rn vl rn :ff '213M�5 l '% ❑ wZ El 0 0 t\ g ' 415 LF OF MODULAR BLOCK RETAINING m 00 WALL. WALL SHALL BE TENSAR MESA 10' I 1 MMCEMAFX _ o WALL SYSTEM OR APPROVED EQUAL. I ( i ,,,� CC4 ' N CONTRACTOR SHALL SUBMIT SIGNED I I = All elevations are based on z 'y AND SUM (LTY A REGISTERED n NAVD 88 datum. - PROFESSIONAL ENGINEER IN THE STATE II OF WASHINGTON) CALCULATIONS TO BE 0 " BM #1) Elevation: 400.968' SUBMITTED TO THE CITY FOR APPROVAL I LU ') KC BM "F8A (350' SE OF I 5 I I INTERSECTION - COORDINATES: N:165206.4, R=370016 E:1303281 TBM ill) Elevation: ion: 400.69' I = I I � Railroad Spike. -L `4 G. Ng� .��' OF �'�y,�p anwm e6vc 0AO SURVEY BY SIrIS AND HILL 1" = 30' 1O®�"1Mp�1°�at 03/28/13 S RU 1W�OIG � FFE = 100.00 (ARCH.) 6 VELMEIR RETAIL PHARMACY 4915 CRRTRR STRUT TACOMA WA 99408 .384.40 (CIVIL) �� CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMTTTAL JEV 06/20/13 °A E7 KEITH OCONNELL RETAINING WALL PLAN &PROFILE TEM (259) 474 -9449 rifer 01['41 DATUM 1501 4th Ara, Sure 1400 FAX (259) 474 -0159 A_ Cltt OF RENTON CONSTRUCTION PLAN REVIEW SUBMITTAL ET 04/29/13 amp 0 }� ate _ Sea1He, WA 88101 -3655 C 1 . 1 0 7°la�y NO. REVISION BY DATE APPR �PP14�� (206) 436 -zoo 15 s: 3 -- 38 38 ST •0 +11.20 EL :377.95 36 ST :0 +54.57 E :376.10 37 7 37 3 36 36 36 3 35 3 9 0 BY: Data 7.5 5.0 STA:0 +80.84 2, ELEV:378.31 80 STA:0 +80.84 7.5 ELEV:378.10 STA:0 +68.24 5.0 ELEV:376.87 STA:0 +61.75 2.5 ELEV:376.36 70 7.5 5.0 2.5 60 7.5 55 70 0 +00 0 +81 7.5 PLAN & PROFILE PLAN & PROFILE 65 SCALES SCALES 0 +00 1 +00 2 +00 3 +00 4 +OC4 +15 HORIZONTAL : 1• = 30' VERTICAL , 1' = 6' HORIZONTAL : 1 = 30 VERTICAL : 1• = 6• w m O �12 "-' � • - - M GRAPHIC L t o E _�r I1 'nnwwZ / , g .am GRAPHIC SCALE 30 80 LF OF MODULAR BLOCK RETAINING 30 0 1 5 30 WALL WALL SHALL BE TENSAR MESA Of I WALL SYSTEM OR APPROVED EQUAL I 4 +00 r/ _ t CONTRACTOR SHALL SUBMIT SIGNED n AND SEALED (BY A REGISTERED PROFESSIONAL ENGINEER IN THE OF WASHINGTON) CALCULATIONS TO BE 1I ----- "' I: SUBMITTED TO THE CITY FOR APPROVAL m y Lij O _____ COORDINATE WITH ARCH DWGS. TOrm 0' E n 1' I ° 395 b FOR INTERFACE WITH BUILDING I - ° 7� ____ w m'�M 1 TOP OF WALL SHALL BE 4' MINIMUM I tz o -;, � a I 1 --- --- -- --- ---- -X _ -- ' I -- y ± ABOVE EAST GRADE STA 3 +07.20 TO I :: I x R o r -I- ,4Z66l --- �"- - - --- -- a---- - --- -- 8 I 4 +15.18 AND BE SAME BLOCK AS THE _ -II,,, < m m a REST OF THE WALL, COORDINATE WITH i' ARCH DWGS. FOR BRICK WALL EAST OF MODULAR BLOCK WALL ABOVE GRADE n -- - -- - - -- -F- LLI SS oml �o I� M wY <F oLJ CGO Ia z Y I (JO I n = ti ryryol ur U1N �o w0' - _ 1 LE N 6 5.9' n u n a vl 0' L r r IX 0- I I O gmai °Q N - o �`So -OJ 'ti x��n x 6� �1 t0 Z CD u I i 9_ -2`., N °rn vl rn :ff '213M�5 l '% ❑ wZ El 0 0 t\ g ' 415 LF OF MODULAR BLOCK RETAINING m 00 WALL. WALL SHALL BE TENSAR MESA 10' I 1 MMCEMAFX _ o WALL SYSTEM OR APPROVED EQUAL. I ( i ,,,� CC4 ' N CONTRACTOR SHALL SUBMIT SIGNED I I = All elevations are based on z 'y AND SUM (LTY A REGISTERED n NAVD 88 datum. - PROFESSIONAL ENGINEER IN THE STATE II OF WASHINGTON) CALCULATIONS TO BE 0 " BM #1) Elevation: 400.968' SUBMITTED TO THE CITY FOR APPROVAL I LU ') KC BM "F8A (350' SE OF I 5 I I INTERSECTION - COORDINATES: N:165206.4, R=370016 E:1303281 TBM ill) Elevation: ion: 400.69' I = I I � Railroad Spike. -L `4 G. Ng� .��' OF �'�y,�p anwm e6vc 0AO SURVEY BY SIrIS AND HILL 1" = 30' 1O®�"1Mp�1°�at 03/28/13 S RU 1W�OIG � FFE = 100.00 (ARCH.) 6 VELMEIR RETAIL PHARMACY 4915 CRRTRR STRUT TACOMA WA 99408 .384.40 (CIVIL) �� CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMTTTAL JEV 06/20/13 °A E7 KEITH OCONNELL RETAINING WALL PLAN &PROFILE TEM (259) 474 -9449 rifer 01['41 DATUM 1501 4th Ara, Sure 1400 FAX (259) 474 -0159 A_ Cltt OF RENTON CONSTRUCTION PLAN REVIEW SUBMITTAL ET 04/29/13 amp 0 }� ate _ Sea1He, WA 88101 -3655 C 1 . 1 0 7°la�y NO. REVISION BY DATE APPR �PP14�� (206) 436 -zoo 15 s: 65(12-CONC W— ,fin %" a w SANITARY SEWER MANHOLE / RIM= 373.54 I.E =365.39(6 -PVC NE) F I.E.= 365.44(NO PIPE E) w LE =365.32(8-PVC W) 00 IL , 10' POWER EASEMENT AFN 5664146 Jj.9 I'x� A \I I ` f4 ,AN I COLA a PARCEL "D" SEE LEGAL DESCRIPTION ) 0 --------- - - - - -- - - - - - -- Tn -- ` EASEMENT FOR PARKING, CIRCULATION, AND LANDSCAPING AFN 9009170446 25' GAS EASEMENT AFN 9501250239 , I , I PARCEL "C" 20' SEWER EASEMENT AFN 9009170444 PARCEL "8" 6' INGRESS EGRESS EASEMENT AFN 9009170443 - , n 511 '.6 :.IX I -_ –372 26 W) ;.. SANITARY SEWER MANHOLE RIM= 370.63 I.E =362.23(6•DI NE) REMOVE, SALVAGE AND REPLACE SIGNS AT SAME LOCATION INCLUDING BUSINESS SIGN, CODRDINATE WITH NEIGHBORING PROPETtTY PROTECT EX SAN SEWER AND MANHOLE :ULVERT – 1 .E =367.36(12•CONC E) -------- 1> - -- \ 1>0 I I I ^. , , I �d I I I I t o q I .I , , I , L PROTECT 70N BOX , '6s l ,i l I � { '-, ^ .AFE'ti'� e PROTECT IX. BURIED .,. TELEPHONE, MAY NEED TO BE LOWERED, COORDINATE �7 t WITH UTILITY COMP. 2 DROPS 4< L � PLACE CAP AT END, ,- - SALVAGE IX. ` �l� / /jj OF STORM SEWER;t FlRE HYDRANT, - SEE SHEET 1 \ C3.2 FOR RELOCATION i, -38,1.1 coNc S) i kA, k ✓ � zs —� j MAILL F_ L . v. % T " / Jf` 3�0cK V�3 — ' /1 /v 31. r5G „M ,1 S3 ur t,A t;. , /. /� S( o3MP L ') / I COK S) j I — % 13.1Ii Ci � I 7r r ICl/ L a12d(b 't ) PROTECT EX TELEPHONE AND PROTECT PORTION OVERHEAD ELECTRIC OF IX. STORM 15P. w1/ ow, .� / PROTECT E 'I N FACILITIES SEWER VALVES P� IX� r {,NC s -`--- REMOVE jR TYP. TELEPHONE AND . - LECTRIC ALVAGE IX. 'STOP' GRASS OVERHEAD E FACILITIES / GN. SEE SHEET _ I 1' 2 8 FOR °^.. ` ) '?�-,..,./ �{ ELOCATION / r ✓ /I Y / Ar J — i, .L . rl y bff " K D12iVE1VAY COORDINATE WITH SHEET °' �'� PROTECT N ,A CF C2.3 FOR LOCATION OF �`'"'� ,'SIGNAL' SIGN PROPOSED STORM MANHOLE PROTECT STORM AND SANITARY SEWERS PROTECT BUS REMOVAL STOP AND _{\. COORDINATE WTH SHEET – BOUNDARY SHELTER C3.7 FOR ABANDONMENT PROTECT STORM OF EX SANITARY MAIN STRUCTURE, MODIFY TO SOLID COVER 'STORM CATCH BASIN.– fral ROTATE CATCH �PE BASIN CONE INTO NEW CURBUNE , F=`Lb R X REMOVAL BOUNDAI ASI HAi � 1 t 'I - - - -- — a5 F : \ T _ - - - L���/ 9 R nw I CIEs = ! ' 1 4• ChAiN . NR s - /6 � CE - a a e / / , PROTECT I I , OVE FENCE ALONG L-- ` AR CATCH BASIN F ' PROTECT CONC SIDEWALK iei 0.o1 ACRES ` SIDEWALK � ?5,837 ADT (20111 "' iera' I.E. 388.08(8"PVC SE))\ �- I.E=387.78(8"PVC W) CITY OF RENTON CONSTRUCTION PU N0. I REVISION ,0 I I i N PROTECT IX. CATCH BASINS AND CURB ALONG BENSON DR I GRAPHIC SCALE 30 0 15 30 I,\ , Z I I O � co Ico PROTECT 0( WATERMAN AND v SALVAGE IX. 'DIRECTION' SIGN, SEE SHEET C2.2 FOR RELOCATION PROTECT IX PED PROTECT IX I I1MV TRAFFlC VAULT LE =38! LADDER PROTECT CURB AND SIDEWALK r SAN AND MANHOLE PROTECT EX — - } -- I OVERHEAD ELECTRIC ' FACILITIES —RIM= 399.38 —I.E =380.68(8"PVC NE) ALE: 388.68(8 -PVC W) LADDER (S) 1 51175 AND HILL BY I DATE I APPR SE 79 8" SEWER IN 1 " =30' O[ Nd AE EUL 9GY[ t MOr OK NO1 8EN[ IcumloY R- 310011 xo�- II'VD1B /1Y91 KERN 0MNNELL DATUM 1601 4M Ava, SuNe 1400 S.ottls. WA 98101 -3868 (206) 438 -2700 SITE REMOVAL LEGEND SITE REMOVAL BOUNDARY MISCELLANEOUS SITE ITEMS TO BE PROTECTED -- INDIVIDUAL TREE(S) TO BE REMOVED ALL TEXT & FEATURES SHOWN SCREENED ARE EXISTING SURVEY BY' 31773 X h= milafl6TRING 89G 4876 C9N TIIR S779E6T TACOMA NA 88408 97178 (268) 474 -848 FAX (269) 474 -0153 All elevations are based on NAVD 88 dotum. BM #1) Elevation: 400.968' KC BM -FSA -. TBM #2) Elevation: 400.69' Railroad Spike. F.F.E. = 100.00 (ARCH.) 384.40 (CIVIL) 03/28/13 VELMEIR RETAIL PHARMACY REMOVAL PLAN - PUBLIC C3.1 W N � cu PROTECT IX. W'o LE SAN SEWER - AND MANHOLE ti 65(12-CONC W— ,fin %" a w SANITARY SEWER MANHOLE / RIM= 373.54 I.E =365.39(6 -PVC NE) F I.E.= 365.44(NO PIPE E) w LE =365.32(8-PVC W) 00 IL , 10' POWER EASEMENT AFN 5664146 Jj.9 I'x� A \I I ` f4 ,AN I COLA a PARCEL "D" SEE LEGAL DESCRIPTION ) 0 --------- - - - - -- - - - - - -- Tn -- ` EASEMENT FOR PARKING, CIRCULATION, AND LANDSCAPING AFN 9009170446 25' GAS EASEMENT AFN 9501250239 , I , I PARCEL "C" 20' SEWER EASEMENT AFN 9009170444 PARCEL "8" 6' INGRESS EGRESS EASEMENT AFN 9009170443 - , n 511 '.6 :.IX I -_ –372 26 W) ;.. SANITARY SEWER MANHOLE RIM= 370.63 I.E =362.23(6•DI NE) REMOVE, SALVAGE AND REPLACE SIGNS AT SAME LOCATION INCLUDING BUSINESS SIGN, CODRDINATE WITH NEIGHBORING PROPETtTY PROTECT EX SAN SEWER AND MANHOLE :ULVERT – 1 .E =367.36(12•CONC E) -------- 1> - -- \ 1>0 I I I ^. , , I �d I I I I t o q I .I , , I , L PROTECT 70N BOX , '6s l ,i l I � { '-, ^ .AFE'ti'� e PROTECT IX. BURIED .,. TELEPHONE, MAY NEED TO BE LOWERED, COORDINATE �7 t WITH UTILITY COMP. 2 DROPS 4< L � PLACE CAP AT END, ,- - SALVAGE IX. ` �l� / /jj OF STORM SEWER;t FlRE HYDRANT, - SEE SHEET 1 \ C3.2 FOR RELOCATION i, -38,1.1 coNc S) i kA, k ✓ � zs —� j MAILL F_ L . v. % T " / Jf` 3�0cK V�3 — ' /1 /v 31. r5G „M ,1 S3 ur t,A t;. , /. /� S( o3MP L ') / I COK S) j I — % 13.1Ii Ci � I 7r r ICl/ L a12d(b 't ) PROTECT EX TELEPHONE AND PROTECT PORTION OVERHEAD ELECTRIC OF IX. STORM 15P. w1/ ow, .� / PROTECT E 'I N FACILITIES SEWER VALVES P� IX� r {,NC s -`--- REMOVE jR TYP. TELEPHONE AND . - LECTRIC ALVAGE IX. 'STOP' GRASS OVERHEAD E FACILITIES / GN. SEE SHEET _ I 1' 2 8 FOR °^.. ` ) '?�-,..,./ �{ ELOCATION / r ✓ /I Y / Ar J — i, .L . rl y bff " K D12iVE1VAY COORDINATE WITH SHEET °' �'� PROTECT N ,A CF C2.3 FOR LOCATION OF �`'"'� ,'SIGNAL' SIGN PROPOSED STORM MANHOLE PROTECT STORM AND SANITARY SEWERS PROTECT BUS REMOVAL STOP AND _{\. COORDINATE WTH SHEET – BOUNDARY SHELTER C3.7 FOR ABANDONMENT PROTECT STORM OF EX SANITARY MAIN STRUCTURE, MODIFY TO SOLID COVER 'STORM CATCH BASIN.– fral ROTATE CATCH �PE BASIN CONE INTO NEW CURBUNE , F=`Lb R X REMOVAL BOUNDAI ASI HAi � 1 t 'I - - - -- — a5 F : \ T _ - - - L���/ 9 R nw I CIEs = ! ' 1 4• ChAiN . NR s - /6 � CE - a a e / / , PROTECT I I , OVE FENCE ALONG L-- ` AR CATCH BASIN F ' PROTECT CONC SIDEWALK iei 0.o1 ACRES ` SIDEWALK � ?5,837 ADT (20111 "' iera' I.E. 388.08(8"PVC SE))\ �- I.E=387.78(8"PVC W) CITY OF RENTON CONSTRUCTION PU N0. I REVISION ,0 I I i N PROTECT IX. CATCH BASINS AND CURB ALONG BENSON DR I GRAPHIC SCALE 30 0 15 30 I,\ , Z I I O � co Ico PROTECT 0( WATERMAN AND v SALVAGE IX. 'DIRECTION' SIGN, SEE SHEET C2.2 FOR RELOCATION PROTECT IX PED PROTECT IX I I1MV TRAFFlC VAULT LE =38! LADDER PROTECT CURB AND SIDEWALK r SAN AND MANHOLE PROTECT EX — - } -- I OVERHEAD ELECTRIC ' FACILITIES —RIM= 399.38 —I.E =380.68(8"PVC NE) ALE: 388.68(8 -PVC W) LADDER (S) 1 51175 AND HILL BY I DATE I APPR SE 79 8" SEWER IN 1 " =30' O[ Nd AE EUL 9GY[ t MOr OK NO1 8EN[ IcumloY R- 310011 xo�- II'VD1B /1Y91 KERN 0MNNELL DATUM 1601 4M Ava, SuNe 1400 S.ottls. WA 98101 -3868 (206) 438 -2700 SITE REMOVAL LEGEND SITE REMOVAL BOUNDARY MISCELLANEOUS SITE ITEMS TO BE PROTECTED -- INDIVIDUAL TREE(S) TO BE REMOVED ALL TEXT & FEATURES SHOWN SCREENED ARE EXISTING SURVEY BY' 31773 X h= milafl6TRING 89G 4876 C9N TIIR S779E6T TACOMA NA 88408 97178 (268) 474 -848 FAX (269) 474 -0153 All elevations are based on NAVD 88 dotum. BM #1) Elevation: 400.968' KC BM -FSA -. TBM #2) Elevation: 400.69' Railroad Spike. F.F.E. = 100.00 (ARCH.) 384.40 (CIVIL) 03/28/13 VELMEIR RETAIL PHARMACY REMOVAL PLAN - PUBLIC C3.1 W G U W a SEE DRIVE APPROACH PER F004 & F004.4 INSTA %LAND[ /RAMP PER WSDOT ETAIL 0.12 -01 . :........ h .... .... -.... 1 f y& .......... • a.. ......'. gal ��L .... F013 ^� I 1t IN IN I' � JJa aI� RELOCATE SALVAGED STREET SIGN 1 , I � J0J •` J70 v 1 t ` - - JJO 7 0� I FUTURE RETAIL 1.1 Ac. 00 Ti s It �r 4- --► F00; M PROPOSED RETAIL 16,270 Sf 1.71 Ac. ZONED: COMMM41 ARTERIAL (CA) PARKING REQUIRED: 41 PARKING PROVIDED: 69 FFE = 334.40 F 0 \, f Cr �. CID \ \ \....:`\ V3 \ A. o,, C a\ \ @\\`\ 1 LINE I GRAPHIC SCALE 30 0 15 30 I INSTALL LANDIP WSDOT DETAIL I \\I r SEE LANDSCAPE 11 P N . a C3.2 SITE LAYOUT LEGEND BASE Pm WSOOT SPEC. 12' ENGNEFTd]) FLL SUKiVDE CONCRETE DWS w acWC 1 " =30• CURB & GUTTER KEITH OCONNELL 1501 4% Ave, Sall. 1400 5saN1W, WA 98101 -3655 (206) 438 -2700 95x w+C nTaal'r. -z CONCRETE TURNED m +3z oMC sa4E : Nrs DOWN WALKWAY SIGN = BARRIER FREE RAMP WITH ULIECTABLE WARNING PUTFB °` OF KENYAN CONSTRUCTION PLAN REVIEW SUBMITTAL PARKING AREA 04/29/13 I) ° P1AE 1oWa y.WE Kap1WWpY I E '�✓I I T I 1 I •` g II HEAVY DUTY ._ CONCRETE PAVEMENT II I i s. I GRAPHIC SCALE 30 0 15 30 I INSTALL LANDIP WSDOT DETAIL I \\I r SEE LANDSCAPE 11 P N . a C3.2 2" ASPIWT SU6ALE COURSE CEIETR CURB Ito OVER 2" ASNKT EVIL COURSE GURm Pm IL Of RENfoN DETAIL PER SPEC. 9- 0.19(2) f K rOPA1E. SEED. Ata w TIni x xnx 9-03 &s) i M;s. � wRa o.TR cnana i 6" LRU9E0 /D,IA11E J SITE LAYOUT LEGEND BASE Pm WSOOT SPEC. 12' ENGNEFTd]) FLL SUKiVDE CONCRETE DWS w acWC 1 " =30• CURB & GUTTER KEITH OCONNELL 1501 4% Ave, Sall. 1400 5saN1W, WA 98101 -3655 (206) 438 -2700 95x w+C nTaal'r. -z CONCRETE TURNED m +3z oMC sa4E : Nrs DOWN WALKWAY SIGN = BARRIER FREE RAMP WITH ULIECTABLE WARNING PUTFB °` OF KENYAN CONSTRUCTION PLAN REVIEW SUBMITTAL PARKING AREA 04/29/13 STRIPING ISLAND ° P1AE 1oWa y.WE Kap1WWpY REVISION STANDARD DUTY D DATE APPR CONCRETE PAVEMENT HEAVY DUTY ._ CONCRETE PAVEMENT STANDARD DUTY D BITUMINOUS PAVEMENT HEAVY DUTY O BITUMINOUS PAVEMENT 00000000 BRICK PAVERS 00000 oao ca TRAFRC FLOW USING ROW TINE TRANSITION REVERSES FROM NORMAL CT RAN SLOPE GUTTER SECTION 6' -0' l' -6' (5' TRANSITION LENGTH) (5' 1" A T SUEACE Gaul loam Gout PER ASM 1. ALL TEXT & FEATURES SHOWN SCREENED ARE WINI SPEC.) �" XMA S r Am) wnx 9- o3a(6) 3' Am. EXISTING. SEE SURVEY PUN FOR MORE 6' TOM4 SEE, AND COMPLETE DEPICTION OF D3STW IMPROVEMENTS. E DRH MUCH EVER GEM FlLL DIaIr1G aAm 2. ALL SITE CONCRETE SHALL BE DEMO FOR µD `s" A 28 DAY GCMPRESSNE STRENGTH OF 3500 PSI. SITE LAYOUT KEY 4' QED AIafEGME J COMPACTED %:, .,w `<.' AS HEAVY Dun BITUMINOUS PAVEMENT, SEE DETAIL AS BASE Pm WSDDT SPEC. A.,.{ y _... >,,;i:�' A7 STANDARD DUTY BITUMINOUS PAVEMENT. SEE DETAIL A7 9-03.9(3) WE COURSE A28 BUR JOINT CGNNECRDN TO DMNG PAVEMENT. SEE DETAIL A28 C3 TYPE 1 CONCRETE CURB & GURER, SEE DETAIL C3 CARR RD C4 TYPE 2 CONCRETE CURB & GUTTER, SEE DETAIL C4 T N F007 STANDARD DUTY CONCRETE WAIKWAY/PAVEIIENT, SEE DETAIL F007 C._ 7 C10 CONCRETE TURNED DOWN WALKWAY. SEE DETAIL CID u ' ^nT TO SCALE C11 HEAVY DUTY CONCRETE WALKWAY/PAVEYE: T. SEE DETAIL C11 C28 CONCRETE HUSH TURNED DOWN WALK, SEE DETAIL C28 C35 CONCRETE WALKWAY CONNECTOR. SEE DETAIL C35 F011, BARRIER FREE CONCRETE IN -WALK RAMP, SEE DETAIL FBI I, F013, F013 F013.1 SE 1741x 9 , E1L PRIFm1Y TAE 2" ASPIWT SU6ALE COURSE CEIETR CURB Ito OVER 2" ASNKT EVIL COURSE GURm Pm IL Of RENfoN DETAIL PER SPEC. 9- 0.19(2) f K rOPA1E. SEED. Ata w TIni x xnx 9-03 &s) i M;s. � wRa o.TR cnana i 6" LRU9E0 /D,IA11E J , ` CQPICRD '•`` `. BASE Pm WSOOT SPEC. 12' ENGNEFTd]) FLL SUKiVDE 9N.9(3) EASE CORRSE DWS w acWC 1 " =30• CDMFD 5N15 OTDEeMY9 TO O N KEITH OCONNELL 1501 4% Ave, Sall. 1400 5saN1W, WA 98101 -3655 (206) 438 -2700 95x w+C nTaal'r. -z A— m +3z oMC sa4E : Nrs RETUNING WAl1 RDA ME 4" CONCRETE PER CITY SVNM V WD SF _._._...,.......nw.�....� WFIPICIFD 9JBCRAOE II R=370018 B_ BENSON DR TYPI A T SCALE : NOT TO SAE 2� o � X35 ,, �' �-� rn� _..,: .:.:3: ,�� - -- _;—� PEDESTRIAN PLAZA, -.► ICKNESS 25,837 ADT NZUI/ -_►_ SEE LAND. DWGS. FOR IN CARR DETAILS S SURVEY BY., MILL BVC I I I I I) I I I I I eels (253) TM 4 sTReer SID= TACOMA FA 96409 _11LIMAIL1— FAX (253) 474 -0159 M BARRIER FREE NOTES 1. ALL PEDESTRIAN FACILITIES SHALL CONFORM TO THE LATEST A.D.A. STANDARDS. 2. ALL IMPROVEMENTS SHALL BE BUILT TO THE GRADES AND SLOPES SHOWN ON THE PLANS. FOR REFERENCE, MAXIMUM CROSS SLOPE ON ALL WALKWAYS AND IN ANY DIRECTION IN A BARRIER FREE PARKING SPACE SHALL BE 1:48. MAXIMUM LONGITUDINAL SLOPE ON WALKWAYS SHALL BE 1:20. MAXIMUM LONGITUDINAL SLOPES ON CURB RAMPS SHALL BE 1:12. 025ING ROW UE 6" WPSOL. SEED. AND WLII QTR GFIWRN FLL EMSIMG OATS - AID GU11ER BENCEMIlM III All elevations are based on NAVD 88 datum. BM #1) Elevation: 400.968' KC BM "FSA ". TBM #2) Elevation: 400.69' Railroad Spike. F.F.E. = 100.00 (ARCH.) 384.40 (CIVIL) MOD 03/28/13 VELMEIR RETAIL PHARMACY LAYOUT PLAN - PUBLIC C3.2 .mt 30 0_Q I R X3700 l k �SITTS AND HILL acWC 1 " =30• 3onoN: N�o ` FWIWmmN, Nn 1WS�Iw1 DATUM KEITH OCONNELL 1501 4% Ave, Sall. 1400 5saN1W, WA 98101 -3655 (206) 438 -2700 900 ET UY�e ET °` OF KENYAN CONSTRUCTION PLAN REVIEW SUBMITTAL ET 04/29/13 KO +%-1 1 ° P1AE 1oWa y.WE Kap1WWpY REVISION BY DATE APPR AAW,Wam� 025ING ROW UE 6" WPSOL. SEED. AND WLII QTR GFIWRN FLL EMSIMG OATS - AID GU11ER BENCEMIlM III All elevations are based on NAVD 88 datum. BM #1) Elevation: 400.968' KC BM "FSA ". TBM #2) Elevation: 400.69' Railroad Spike. F.F.E. = 100.00 (ARCH.) 384.40 (CIVIL) MOD 03/28/13 VELMEIR RETAIL PHARMACY LAYOUT PLAN - PUBLIC C3.2 .mt 30 0_Q I R X3700 l k W U w 00 IC a �-_ 10 LF OF 12' CIA. _ HOPE PIPE 0 1.0 %_; CUL ERT I.E. =370 RIM = 373.60 12' E IE= 370.90 12' W IE= 370.80 SEE STD. PLANS 200.00, 126 LF OF 12' DIA 203.00 HDPE PIPE 0 4.0% RIPRAP IE= 370.70 /; ,�, ` iiiz if ' Si ' NE R MANHOLE r r � n9' m � ! c � C � RIM =373 4 I c =365.39(6 F NE) I.E. = 365.44(1 {5 PIPE E) LE= 365.32(87PVC W) F!;EtiC P' B AP i Fr l x °PDk 187x0 0193 i 1 ! Al l •` '0957 16066 .15"T r i 8-01- 12 r 1 .1Y,G NAIL/WASHER =S 11691 ! II [ \1 R:16554`.96 1 11 j x El E1:382.54 1 0' POWER bkSEMENT AFN 5664,46 � � i• i \I 1 r. t N PARCEL "D" SEE .EGA. D SCRI CJhD REBAR /CAP fia UNREADABLE 20 -12 / j c ,kSE! EN FOR PARX.NG, ' r .RCULATION kND ! _ANDSC PING; AFN 9009170446 1 1 25' CAS EASEMENT tj AFN 95012510239 I i I 1 PARCEL 'C' ' I 20' SEWER EASEMENT - A -N 9009170444 PARCEL "B" 3' INGRESS, EGRESS EASEMENTI AFN 9009170443 : I SANITARY SEWER MANHOLE Rilh 37D.63 E. 36223`nl NEI 351 03(8"FJC E) -Ei=350 53/127 FVC S1 ..E.=361.13' PJC NW :ADDER (Sp) psi .:Oio CU VERi I E 367 3E D SECTION N FLARED END SECTION IE= 365..5 21 LF OF 12' DA. RCP 1 PIPE 0 0.5X SCR BEED '055421 - I3G259235-- - a�0 1.37.,.52 I FOUND TACK IN FACE OF CURB i ! 0 8-01-12 1 1 ; q I ONCr Am 7 1 i RIM = 379.37 12' E IE= 376.37 12' W IE= 375.94 SEE STD. PLANS 200.00, 203.00 FUTURE RETAIL 1,1 Ac. B S STOP SHELTER ' E. - - rip"\ 74 LF OF 12' DR. HOPE STORM PIPE 0 0.5% CONCRETE 7REJEWAY. ., r 52 LF OF 12' D0. HOPE RIM 375.20 (SOLID COVER) Rw � �.STORM PIPE 0 OSX 12' E IE= 370.65 (IX) 7 DIAL f'.R ts - -"scRM A'c12' NE IE= 365.97 c�fa R[1 &3i T 12' W IE= 365.87 RIM = = 36 = g,3gp(SEE STD. PUNS 201.00, 12' E IE= 365 204.50 .61 I,y - 'r3-Bt 12' W IE= 365.51 s� k LS 8_01-12 BIA 9i..0425164 00 I I J" sari _ 12 65. _!1C I;& ALL PAVING AND DRENCH RESTORATION GRAPHIC SCALE � 30 0 15 30 SHALL COVIPLYIwItH THE CITY OF \ \\ ., RENTON STAND S \; j RIM = 3901 `� L 12' E IE= 388.25 (IX) - -- -152 LF OF 12' DIA \ \ .. HDPE PIPE 0 8 12' W IE= 388.10 % - SEE STD. PLANS 2 TWIST CATCH BASIN TOP ~� 203.00 INTO NEW CURBUNE f J i RIM = 393.64 I 12' E IE= 391.59 ,np" - SEE SID. PLANS " _ ,\ 201.00, 204.40, 260.10 33 LF OF 8' DIA. DUCTILE _ IRON PIPE 0 0.5% \ CONNECT TO IX. I CATCH BASIN, .� ASSUMED IE= 391.42 m PROPOSED RETAIL 16,270 Elf 1.71 Ac. ZONED: COMMERCIAL Aill (CA) PARKING REQUIRED: 41 PARKING PROVIDED: 69 FEE - 384.40 , eY. ,CP 1�j\ i 3\ i mil! „ 1 , 5 1 ll 111 I I LINE ---�!, ` - PROPERTY LI -�- - - t, �9 9SEWER I : y36�.39 Ps 1 11 fiJP.1 nxE) 1 i 1 i i 1, I) !i 1 FOUND RERARj 1RACE L6 F'i6 1 E. =389 9r(� LADDER (S`: rUUM1O RETiARrrCAP • :.. u 8 11 v. c DROPS, 7 LUM'W�' PACE ES F'1691 .X. SEWER IN 7,-1 : F 8 -01 -12 it liLL A AND FOUND z' BRASS:- w I - - WITH°THE fITY'D�"° y DOWN 0.4' �A r 7-19-12 F, =,170 1 NTON STANDARDS RI. "r .�8 rt3 - -7 ®RM 399.3fl ,8 ADT (2 Qt - IE= 39S.68(87PVC RE) R t x(,g E.6-E}� ®I t 388.68(:_ P rr, W' LADDER 'S) - 36T.76(a"FVC W) -- ^ - -� {q YSITTS AND HILL 1 " =30' I°Im"°"•°'�°°' ET ®@ OF RENTON CONSTRUCTION PLAN REVIEW RE SUBMITTAL JEV 06/20/13 ET OF RENTON CONSTRUCTION PUN REVIEW SUBMITTAL ET 04/29/13 0K 1O1 DATUM KO .l ►6A.� ° rvu anlE t Im OL .101 REVISION BY DATE APPR °"'°001d°'• lw SITE UTILITIES LEGEND MANHOLE • CATCH BASIN 0 CLEANOUT❑ VALVE (WATER) FIRE HYDRANT ASSEMBLY 12' CULVEVE RT END UTILITY CROSSING SECTION WITH' NUMBERED NOTATION RIM = 373.60 12' E IE= 370.90 12' W IE= 370.80 SEE STD. PLANS 200.00, 126 LF OF 12' DIA 203.00 HDPE PIPE 0 4.0% RIPRAP IE= 370.70 /; ,�, ` iiiz if ' Si ' NE R MANHOLE r r � n9' m � ! c � C � RIM =373 4 I c =365.39(6 F NE) I.E. = 365.44(1 {5 PIPE E) LE= 365.32(87PVC W) F!;EtiC P' B AP i Fr l x °PDk 187x0 0193 i 1 ! Al l •` '0957 16066 .15"T r i 8-01- 12 r 1 .1Y,G NAIL/WASHER =S 11691 ! II [ \1 R:16554`.96 1 11 j x El E1:382.54 1 0' POWER bkSEMENT AFN 5664,46 � � i• i \I 1 r. t N PARCEL "D" SEE .EGA. D SCRI CJhD REBAR /CAP fia UNREADABLE 20 -12 / j c ,kSE! EN FOR PARX.NG, ' r .RCULATION kND ! _ANDSC PING; AFN 9009170446 1 1 25' CAS EASEMENT tj AFN 95012510239 I i I 1 PARCEL 'C' ' I 20' SEWER EASEMENT - A -N 9009170444 PARCEL "B" 3' INGRESS, EGRESS EASEMENTI AFN 9009170443 : I SANITARY SEWER MANHOLE Rilh 37D.63 E. 36223`nl NEI 351 03(8"FJC E) -Ei=350 53/127 FVC S1 ..E.=361.13' PJC NW :ADDER (Sp) psi .:Oio CU VERi I E 367 3E D SECTION N FLARED END SECTION IE= 365..5 21 LF OF 12' DA. RCP 1 PIPE 0 0.5X SCR BEED '055421 - I3G259235-- - a�0 1.37.,.52 I FOUND TACK IN FACE OF CURB i ! 0 8-01-12 1 1 ; q I ONCr Am 7 1 i RIM = 379.37 12' E IE= 376.37 12' W IE= 375.94 SEE STD. PLANS 200.00, 203.00 FUTURE RETAIL 1,1 Ac. B S STOP SHELTER ' E. - - rip"\ 74 LF OF 12' DR. HOPE STORM PIPE 0 0.5% CONCRETE 7REJEWAY. ., r 52 LF OF 12' D0. HOPE RIM 375.20 (SOLID COVER) Rw � �.STORM PIPE 0 OSX 12' E IE= 370.65 (IX) 7 DIAL f'.R ts - -"scRM A'c12' NE IE= 365.97 c�fa R[1 &3i T 12' W IE= 365.87 RIM = = 36 = g,3gp(SEE STD. PUNS 201.00, 12' E IE= 365 204.50 .61 I,y - 'r3-Bt 12' W IE= 365.51 s� k LS 8_01-12 BIA 9i..0425164 00 I I J" sari _ 12 65. _!1C I;& ALL PAVING AND DRENCH RESTORATION GRAPHIC SCALE � 30 0 15 30 SHALL COVIPLYIwItH THE CITY OF \ \\ ., RENTON STAND S \; j RIM = 3901 `� L 12' E IE= 388.25 (IX) - -- -152 LF OF 12' DIA \ \ .. HDPE PIPE 0 8 12' W IE= 388.10 % - SEE STD. PLANS 2 TWIST CATCH BASIN TOP ~� 203.00 INTO NEW CURBUNE f J i RIM = 393.64 I 12' E IE= 391.59 ,np" - SEE SID. PLANS " _ ,\ 201.00, 204.40, 260.10 33 LF OF 8' DIA. DUCTILE _ IRON PIPE 0 0.5% \ CONNECT TO IX. I CATCH BASIN, .� ASSUMED IE= 391.42 m PROPOSED RETAIL 16,270 Elf 1.71 Ac. ZONED: COMMERCIAL Aill (CA) PARKING REQUIRED: 41 PARKING PROVIDED: 69 FEE - 384.40 , eY. ,CP 1�j\ i 3\ i mil! „ 1 , 5 1 ll 111 I I LINE ---�!, ` - PROPERTY LI -�- - - t, �9 9SEWER I : y36�.39 Ps 1 11 fiJP.1 nxE) 1 i 1 i i 1, I) !i 1 FOUND RERARj 1RACE L6 F'i6 1 E. =389 9r(� LADDER (S`: rUUM1O RETiARrrCAP • :.. u 8 11 v. c DROPS, 7 LUM'W�' PACE ES F'1691 .X. SEWER IN 7,-1 : F 8 -01 -12 it liLL A AND FOUND z' BRASS:- w I - - WITH°THE fITY'D�"° y DOWN 0.4' �A r 7-19-12 F, =,170 1 NTON STANDARDS RI. "r .�8 rt3 - -7 ®RM 399.3fl ,8 ADT (2 Qt - IE= 39S.68(87PVC RE) R t x(,g E.6-E}� ®I t 388.68(:_ P rr, W' LADDER 'S) - 36T.76(a"FVC W) -- ^ - -� {q YSITTS AND HILL 1 " =30' I°Im"°"•°'�°°' ET ®@ OF RENTON CONSTRUCTION PLAN REVIEW RE SUBMITTAL JEV 06/20/13 ET OF RENTON CONSTRUCTION PUN REVIEW SUBMITTAL ET 04/29/13 0K 1O1 DATUM KO .l ►6A.� ° rvu anlE t Im OL .101 REVISION BY DATE APPR °"'°001d°'• lw SITE UTILITIES LEGEND MANHOLE • CATCH BASIN 0 CLEANOUT❑ VALVE (WATER) FIRE HYDRANT ASSEMBLY T �� UTILITY CROSSING NUMBERED NOTATION O WATER MAIN -w - SANITARY SEWER SN UNDERDRAIN -UD UD- STORM SEWER 1. ALL TEXT & FEATURES SHOWN SCREENED ARE EXISTING. ALL STRUCTURES SHALL BE LOCATED IN RELATION TO THE PROPOSED IMPROVEMENTS 2. UTILITIES SHOWN WERE EITHER FIELD LOCATED, OR TAKEN FROM EXISTING RECORD /DESIGN DRAWINGS & ARE SHOWN ACCORDINGLY, THE CONTRACTOR SHALL EXERCISE CAUTION & FIELD VERIFY REQUIRED LOCATIONS PRIOR TO EXCAVATION & CONSTRUCTION. 74:F nouorunc,.. ,s it - P W e �lII ,..._s:. 1 'e P S.• i5 "' L1 L ua u KEITH OCANNELL 1501 44b Are, S.H. 1400 B .ffl , WA 98101 -3655 (206) 438 -2700 C -b � R- 310019 SURVEY BY Snw & B= ENCIIIEERROVO BYC 4875 CENTEE STREBT TACOMA TA 98409 = (253) 474 -9448 FAX (253) 474 -0153 BMCEXARY I All elevations are based on NAVD 88 datum. BM #1) Elevation: 400.968' KC BM "FSA' TBM #2) Elevation: 400.69' Railroad Spike. F.F.E. = 100.00 (ARCH.) 384.40 (CIVIL) 03/28/13 VELMEIR RETAIL PHARMACY UTILITY PLAN - PUBLIC phi NO 03.3 370c�)!3 W_ w CULVERT _ w W� W =367.22(12°CONC E) =,M L�. WSW_ E.-370.65( yj4- , 374.64 Iv pR GUT W,W_ 2 DROP ° 375.17 37722 CONC .32 p 378.75- w._„_w� \ CONC 2 r 4 W ---- w D 378.83 w-- .._\,, GUT ST. \382.76 MPORARY EROSION PoM'37 GUT 51 CONTROL BLANKET h� GGNG m NUARY SEWER MANHOLE ' / „•(` / A -- 387.55 0 0 Oa w A= 373.54 i' CONC o r . r i aI m =365.39(6•PVC NE) /� io 9-� • - w ,Syh RRMSPIKEIX 40 ®9 z m z = 392.55 365.44(NO PIPE E) / i i II on S 7849' •• .= 365.32 87PVC W r a ' 3IM 6 OUT 393.06 FOUND R /CAP ( ) FOUND RE84R /CAP i r n l RIM •�0 GUT P E L 1691 w °HDA 18730 10198 i CONC r 10957 18086 9157 T, / .. n „ 8 1 -1 a 8 -01 -12 I GONG 39359 MAG NAIL /WASHER / r LS 11691 y` N:165841.96 E:1302616.27 \� N I I \ I \ 4�o GUT � r EL:382.54 10' POWER EASEMENT AFN 5664146 (` I a 3M M I � FUTUR RETAIL 5 As. \ 'J9 z�`I I\ CP \' Q 'td, h I \ BIT - r` BIT r � I \ PARCEL "D" I� SEE LEGAL DESCRIPTION u, ` 25500' h 397.14 FOUND REBAR /CAP r I A- 64'14 8.95 BIT CAP UNREADABLE 7 -20 -12 I I 1 A= 24.59'09• T_ - -' f R= 25.00' f ' 0 ------- ___ ----------- A= 10.90' ____r NI w 7 i I of EASEMENT FOR PARKING, G) m CIRCULATION, AND I I r D o f LANDSCAPING AFN 9009170446 l z 25' GAS EASEMENT BI I SAN Y SEWER MANHOLE AFN 9501250239 ' I 42 RI 9.79 BIT I r LE. 3 9.54(TFVC E) ' c%1 I.E. 38 .39(8"PVC S) r 99 LAD R (NE) c!1 0 I PARCEL "C" ml p OPOSED Z 20' SEWER EASEMENT o AFN 9009170444 z ETAIL U) N ' PARCEL "e" ' 16,270 Sf .7' W ' FOUND REBAR /CAP 6' INGRESS, EGRESS EASEMENT I ' 1 71 As. .26 LS #11691 AFN 9009170443 I I 7.011 : MERGVL AWEIBAL (CA) ' BIT 28 r 8 -0 2 ° PARKI REQUIRED: 41 a 05 PARKI G PROVIDED: 69 w I,I FTE ° 384.40 a IREC NAL NLY Rp LINE I I r ' FOUND TACK m ` a c EWER MANHOLE IN 0FACE 12 OF CURB b 8 -1 - CONC r fA5 OUND R BAR /CAP (6°DI NE) i • • o ACE S 11691 (8'PVC E) \ i ' CONC y 122 -01 12 (127PVC S) i' q �� =3 83 _ '1216 \ AC C09C I� e 1 MA H LE #73 -2 (8'PVC NW i'RIGI4T / NL 45J ,q4 ) ) ONLY , / _ �• 39 7 385.74 3gg h 9'os9 ti n n 7 T-� I I 'FMB 01 8°PVC N) �• rL I yh 9 39\ •60 h CONC ' I.E =389. ( ?W MAC CONC .74 LADDER (S 7 -19 -12 �v \ ( ` USINESS L_ ° '�°i _ - aCONCRETE ° r o\ °2CONC " W - •� SIGN GUT CONC 21.60' \ 3) - \\ \AA I i GUT - - / S A ° T ° -� A 61 \ �`, �� r 395 - 3sJ ° \ JM - - GUT - _ ° \ I 38&79 - r - -1 - C�pNNCC FOUND REBAR /CAP 375. '\ `� °' \ 388. 0� -GONG o 395 3982 5, 1 LUMIPY `PACE LS 17691 CONC E) _ _____,_ / 21 \ CONC { CONC,\ \ \` 1 CONR20L BLANKET r CONO r CONC # IX. 8" SEWER IN CASRJG �. \ OGNC \ 38527 `\ CONC 35 1373.7 \ ` 380.06 \\ GUT '� \ \ �CONC \ ` \ \ \ ` ` \ ` \1 i A � _ - -- Qr' FOUND 2" BRASSIE W/"K `es \ \ \\ DOWN 0.4' ` y \` \� \\ \ \ �\ �\ __\ _ IX. MANHOLE #13/ -1 7 -19 -12 \\ Ww \CONCRETE DRNEWAY - JJ `� \ \ \ -- _ _ _ _ ENTRANCE s - BRIM= 399.38 ALK i ° 12'W \ - �� `� \• \` _t -'- \r 97.78 I.E.= 388.68(8"PVC NE) 92.3s - - => -`` 25,837 ADT (20 ALE =388.68(8"PVCW) 2 JV "w� FOUN I.E =388.08(8"PVC SE) LADDER (S) ACE LS #11691 LE =387.78(TPVC W) 0 'STORM 8 -01- , CATCH BAS , . � G• NBA UDDER (S) OF 4 r0 �\SI1"TS AND HILL soae xn� w t 1 aw ®m 1"=30' ET CITY OF RENTON CONSTRUCTION PLAN REVIEW SUBMITTAL ET 04/29/13 o®m O ' DATUM R Na1lY[ i IOf OE MMI Et< NO. REVISION BY DATE APPR rswa 1" R- 310020 BARRIER FREE NOTES 1. ALL PEDESTRIAN FACILITIES SHALL CONFORM TO THE LATEST A.D.A. STANDARDS. 2. ALL IMPROVEMENTS SHALL BE BUILT TO THE GRADES AND SLOPES SHOWN ON THE PLANS. FOR REFERENCE, MAXIMUM CROSS SLOPE ON ALL WALKWAYS AND IN ANY DIRECTION IN A BARRIER FREE PARKING SPACE SHALL BE 1:48. MAXIMUM LONGITUDINAL SLOPE ON WALKWAYS SHALL BE 1:20. MAXIMUM LONGITUDINAL SLOPES ON CURB RAMPS SHALL BE 1:12. KEITH OCONNELL 1501 41h Ara, Sulta 1400 S .. WA 96101 -3655 (206) 438 -2700 SURVEY BY MM & AIL ENGA7S67i NG BE 4615 CZYM STRINT TACOMA WA 98409 TAZR (259) 474 -9449 FA% (258) 474 -0163 MCmutia s All elevations are based on NAVD 88 datum. BM #1) Elevation: 400.968' KC BM 'FSA. TBM 82) Elevation: 400.69' Railroad Spike. F.F.E. = 100.00 (ARCH.) = 384.40 (CIVIL) 03/28/13 VELMEIR RETAIL PHARMACY 66 GRADING PLAN - PUBLIC C3.4 a� 32 01U, R- 37©0D,0 SITE GRADING LEGEND �\O SPOT ELEVATION rt HYDRANT & VALVE GRAPHIC SCALE 810rr001 30 0 15 30 FLOW DIRECTION MANHOLE • WITH GRADE CLEANOUT 0 SLOPE LABEL 37 SWALE /DITCH OR CATCH BASIN ■ DIVERSION DITCH TEMPORARY EROSION D GRADE BREAK CONTROL BLANKET CONTOUR LINE -900 - CONC =TOP OF CONC BR= BrFUMINOUS PAV'T TC =TOP OF CURB RIM = UTILITY STRUCTURE TW =TOP OF WALL GUT = GUTTER REFER TO SPECIFICATIONS G= GROUND SPOT ADDITIONAL ABBREVIATIONS FOR CIVIL/SITE � ALL TEXT & FEATURES SHOWN SCREENED ARE EXISTING �v \ ( ` USINESS L_ ° '�°i _ - aCONCRETE ° r o\ °2CONC " W - •� SIGN GUT CONC 21.60' \ 3) - \\ \AA I i GUT - - / S A ° T ° -� A 61 \ �`, �� r 395 - 3sJ ° \ JM - - GUT - _ ° \ I 38&79 - r - -1 - C�pNNCC FOUND REBAR /CAP 375. '\ `� °' \ 388. 0� -GONG o 395 3982 5, 1 LUMIPY `PACE LS 17691 CONC E) _ _____,_ / 21 \ CONC { CONC,\ \ \` 1 CONR20L BLANKET r CONO r CONC # IX. 8" SEWER IN CASRJG �. \ OGNC \ 38527 `\ CONC 35 1373.7 \ ` 380.06 \\ GUT '� \ \ �CONC \ ` \ \ \ ` ` \ ` \1 i A � _ - -- Qr' FOUND 2" BRASSIE W/"K `es \ \ \\ DOWN 0.4' ` y \` \� \\ \ \ �\ �\ __\ _ IX. MANHOLE #13/ -1 7 -19 -12 \\ Ww \CONCRETE DRNEWAY - JJ `� \ \ \ -- _ _ _ _ ENTRANCE s - BRIM= 399.38 ALK i ° 12'W \ - �� `� \• \` _t -'- \r 97.78 I.E.= 388.68(8"PVC NE) 92.3s - - => -`` 25,837 ADT (20 ALE =388.68(8"PVCW) 2 JV "w� FOUN I.E =388.08(8"PVC SE) LADDER (S) ACE LS #11691 LE =387.78(TPVC W) 0 'STORM 8 -01- , CATCH BAS , . � G• NBA UDDER (S) OF 4 r0 �\SI1"TS AND HILL soae xn� w t 1 aw ®m 1"=30' ET CITY OF RENTON CONSTRUCTION PLAN REVIEW SUBMITTAL ET 04/29/13 o®m O ' DATUM R Na1lY[ i IOf OE MMI Et< NO. REVISION BY DATE APPR rswa 1" R- 310020 BARRIER FREE NOTES 1. ALL PEDESTRIAN FACILITIES SHALL CONFORM TO THE LATEST A.D.A. STANDARDS. 2. ALL IMPROVEMENTS SHALL BE BUILT TO THE GRADES AND SLOPES SHOWN ON THE PLANS. FOR REFERENCE, MAXIMUM CROSS SLOPE ON ALL WALKWAYS AND IN ANY DIRECTION IN A BARRIER FREE PARKING SPACE SHALL BE 1:48. MAXIMUM LONGITUDINAL SLOPE ON WALKWAYS SHALL BE 1:20. MAXIMUM LONGITUDINAL SLOPES ON CURB RAMPS SHALL BE 1:12. KEITH OCONNELL 1501 41h Ara, Sulta 1400 S .. WA 96101 -3655 (206) 438 -2700 SURVEY BY MM & AIL ENGA7S67i NG BE 4615 CZYM STRINT TACOMA WA 98409 TAZR (259) 474 -9449 FA% (258) 474 -0163 MCmutia s All elevations are based on NAVD 88 datum. BM #1) Elevation: 400.968' KC BM 'FSA. TBM 82) Elevation: 400.69' Railroad Spike. F.F.E. = 100.00 (ARCH.) = 384.40 (CIVIL) 03/28/13 VELMEIR RETAIL PHARMACY 66 GRADING PLAN - PUBLIC C3.4 a� 32 01U, R- 37©0D,0 LIM i z IFF-I - - -- ------- T ol OF I W It. Tit 1-­'L Fill'itii --3- IA -L 1CI DiTl_. . ............ . 4 Ll 17 _.L ,ES CEMENT CONCRETE CURB AND GUTTER PLAN SHEET 1 OF I DOPTED Fl. o W,> 3" -,AaL I GI .... . ..... IF , ", e�l I F L", IF,, F) L TF, St,Fit, lFFT 1111III'; IN I.,ili _1 . - F­ i- R. r 1�lt If LI �l V7 . ...... U. 7 CEMENT CONCRETE SIDEWALK I - . . SHEET 2 of 3 T11- I ADOPTED A Oil OFTO 01 I., illitir FlTi)!F� So ILI, L IF I "T, NTS T3 ICIF�ul FjIS Ili"; eopL il"I I its illu �Fbll jIll it, IF , ", e�l I F L", IF,, F) L TF, St,Fit, lFFT 1111III'; "N,V, U!"IFFIX r 1�lt If LI �l IT. ILL, c "I "I Gllcli °GYI,T CEMENT CONCRETE SIDEWALK SHEET 2 of 3 ADOPTED A Oil OFTO 01 I., illitir FlTi)!F� So ILI, L IF , ", e�l I F L", IF,, F) L TF, St,Fit, ilL,C11 � F-uI F- " � I, I 111.F , L I Ill F IIIII Li I I, I- Illl Ill.,1 l I IF IF FLII 1. . OF "T ­ OF 1 "0 Ili, 11 1 tlli­ Ili OF ­ FIFIF, L -,1 11 ­LIF 1EIII %2 1 1 FTL I'll I I il-. I Ill I l i­ ­11I 11 11 OFI-OI IF. Fl All I "I'l 1' 11 I rr, 1� IT I ILL, ♦ I Tu. Fv uewwr .cu F`.F ii 10I i"Ll, "LLIFT IYPICAL SIDIXILK lkDOPTED I, Fill OF Fli "i to llIF1 rpl IwAlf ritir' S IAF­- 1)3Fl Zvi _j IYP I F, Fa 0 _Wl, F IF / ... .................... t \11 Fill, IF IF 1OF 1 ol,ll to to ry -FoAl ­ oil 1 7— (OFF 11 l-11 1.11 t on, i n; c 0. li IOL CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2. 3. & t SE 5 OF 6 LADOPTED OF F..F J ii J- Al L A� FY [FI EAS F'U `S"_ Io P,'FICC1.4 . . . . ........ . ...................................... Fill, r1 1 rL ..... lil,,t /'4, P, AJ\ OF,— IF I IF. I, U... I ­,oFF­ I z+ slo IF T FLOI ­ IF-11 1 1.1 "1 PA FlIFLF. PI'll 1, 111 +. ll "I I:FF F.., 11 Fill -1-I — , SIDE WF,IX PIMP T"PEC 24 & 20 SHEET I OF 3 ADOPT V WE I 1 01 FIT ­-:FF1 Ill I, 'I'l F. IF ZOO, i­ F.- .1� II.111 IFF, FLIIO 1W, PoIt, Foil REVISION FMWTVI��0 SITI'S AND HILL ET oW 11 ET 11 h 1:`� _1 SL- I Ill IL IFII�l I T I IT 1L. ... IT 7, 3/U- EXF,,F9OiO UN' 1c,IFIV c`W`_ FPLL�Z dl 1AILLIL OF Irr 114ill 1 FFFFI.�Fjli, _•L F IcI,FIE__ 5, Ill IiIID F-, 1IFF1 ittl- 7 IFIl li"I'lliz, 'I,." II v fa I-illy ICE.Iil Q� Ilie, 111111, Fill � 1-1:1 I'll F�_111 ,LFIL `IiFLI FLI44- -41 FIT 0 F, 11111IT I- I117VO .11 CEMENT CONCRETE SIDEWALK _,IIEET I OF 3 SHEET Z of 3 IDDIF I SO * ADOPTED s,r IF OF .1.1 IF 111F�11. Fill, "I Fill, 11"t. D113 lP Fill iJ; EC O Pl`iF i"'). I ITE I FiTtil 1.4 Fill SP - — - - - -- -- _----_- - TIL Fit-, y -1c. Fill F, Z/1- CF, F, I, F,� p BJFFPI I - 6, liTI;• Iii 11­11.lo, IF S11C Tl I !A IFt) 1 ........... . ........ . . . FIT yam.,, LOT T:11 I:W 7/11F 1' 1. SWE"Al. E. TFUE 'A IT, lilDEOICK ESUP PUPE III T�� D i,,F' PP TIFF, IF-, 11 .1 1 It of '.J ADOPMZD F, F_ —0.. — - IF F_ . ..... . ..... . Foll-T ir- 11 F�11,1 P", I"", IFLIE: IT! I S- IAGn Pl3 .�.�.� i1OF R=370021 N/A 03/28/13 VELMEIR RETAIL PHARMACY KEITH OCONNELL DETAILS-SITE 150I 4th Am S.H. 140 �fli WA 98101-3655 C3.5 Fwm m (206) A36 -Y]00 (1 33 c, L : (Zzi, IF -3 70 (D a I lFFT 1111III'; "N,V, U!"IFFIX r 1�lt If LI �l IT. ILL, c "I "I Gllcli �EIIIT -li;1c ii TILT I Kw I A lFFli Is -,EE $TFF IF I "T, eopL il"I �lFtl� 11, TI 11 '13 IL jIll it, LIFIlill't "LlI111 ..,1, ­1 ILL ­I1, IF OFF l 7TiO .oro'li jt,O', 1, FT "'F I l , F!"I CEMENT COKCRETT DRIVEWAY P\ I DANCE ,, I - l3 'IF Illi: It 1 2. 3, & 111 1 "IF TI F.1c­1 :11flill' TIO, I� 91II't I all 6 wu I 1I.API -I.- C IF ' ,,FOe III,oj­ - IF ILL I, ;IF AI)OPTED '.1 CKI ­FT UI I, R "U ,'I F.1l 011 LI, UOTT O.LLiF I-1 L F, ',(3i F, III ­ r 2 , Iv c,._n.v.q , ,,OAlF I ILI, c,,'. � ilL,C11 � F-uI F- " � I, I 111.F , L I Ill F IIIII Li I I, I- Illl Ill.,1 l I IF IF FLII 1. . OF "T ­ OF 1 "0 Ili, 11 1 tlli­ Ili OF ­ FIFIF, L -,1 11 ­LIF 1EIII %2 1 1 FTL I'll I I il-. I Ill I l i­ ­11I 11 11 OFI-OI IF. Fl All I "I'l 1' 11 I rr, 1� IT I ILL, ♦ I Tu. Fv uewwr .cu F`.F ii 10I i"Ll, "LLIFT IYPICAL SIDIXILK lkDOPTED I, Fill OF Fli "i to llIF1 rpl IwAlf ritir' S IAF­- 1)3Fl Zvi _j IYP I F, Fa 0 _Wl, F IF / ... .................... t \11 Fill, IF IF 1OF 1 ol,ll to to ry -FoAl ­ oil 1 7— (OFF 11 l-11 1.11 t on, i n; c 0. li IOL CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2. 3. & t SE 5 OF 6 LADOPTED OF F..F J ii J- Al L A� FY [FI EAS F'U `S"_ Io P,'FICC1.4 . . . . ........ . ...................................... Fill, r1 1 rL ..... lil,,t /'4, P, AJ\ OF,— IF I IF. I, U... I ­,oFF­ I z+ slo IF T FLOI ­ IF-11 1 1.1 "1 PA FlIFLF. PI'll 1, 111 +. ll "I I:FF F.., 11 Fill -1-I — , SIDE WF,IX PIMP T"PEC 24 & 20 SHEET I OF 3 ADOPT V WE I 1 01 FIT ­-:FF1 Ill I, 'I'l F. IF ZOO, i­ F.- .1� II.111 IFF, FLIIO 1W, PoIt, Foil REVISION FMWTVI��0 SITI'S AND HILL ET oW 11 ET 11 h 1:`� _1 SL- I Ill IL IFII�l I T I IT 1L. ... IT 7, 3/U- EXF,,F9OiO UN' 1c,IFIV c`W`_ FPLL�Z dl 1AILLIL OF Irr 114ill 1 FFFFI.�Fjli, _•L F IcI,FIE__ 5, Ill IiIID F-, 1IFF1 ittl- 7 IFIl li"I'lliz, 'I,." II v fa I-illy ICE.Iil Q� Ilie, 111111, Fill � 1-1:1 I'll F�_111 ,LFIL `IiFLI FLI44- -41 FIT 0 F, 11111IT I- I117VO .11 CEMENT CONCRETE SIDEWALK _,IIEET I OF 3 SHEET Z of 3 IDDIF I SO * ADOPTED s,r IF OF .1.1 IF 111F�11. Fill, "I Fill, 11"t. D113 lP Fill iJ; EC O Pl`iF i"'). I ITE I FiTtil 1.4 Fill SP - — - - - -- -- _----_- - TIL Fit-, y -1c. Fill F, Z/1- CF, F, I, F,� p BJFFPI I - 6, liTI;• Iii 11­11.lo, IF S11C Tl I !A IFt) 1 ........... . ........ . . . FIT yam.,, LOT T:11 I:W 7/11F 1' 1. SWE"Al. E. TFUE 'A IT, lilDEOICK ESUP PUPE III T�� D i,,F' PP TIFF, IF-, 11 .1 1 It of '.J ADOPMZD F, F_ —0.. — - IF F_ . ..... . ..... . Foll-T ir- 11 F�11,1 P", I"", IFLIE: IT! I S- IAGn Pl3 .�.�.� i1OF R=370021 N/A 03/28/13 VELMEIR RETAIL PHARMACY KEITH OCONNELL DETAILS-SITE 150I 4th Am S.H. 140 �fli WA 98101-3655 C3.5 Fwm m (206) A36 -Y]00 (1 33 c, L : (Zzi, IF -3 70 (D a I r IT. ILL, c "I "I Gllcli A �lFtl� 11, TI 11 '13 IL Ir l3 'IF Illi: I 1I.API -I.- C IF ' '.1 CKI ­FT "U I-1 L III ­ r 2 , Iv c,._n.v.q , ,,OAlF I ILI, c,,'. � ilL,C11 � F-uI F- " � I, I 111.F , L I Ill F IIIII Li I I, I- Illl Ill.,1 l I IF IF FLII 1. . OF "T ­ OF 1 "0 Ili, 11 1 tlli­ Ili OF ­ FIFIF, L -,1 11 ­LIF 1EIII %2 1 1 FTL I'll I I il-. I Ill I l i­ ­11I 11 11 OFI-OI IF. Fl All I "I'l 1' 11 I rr, 1� IT I ILL, ♦ I Tu. Fv uewwr .cu F`.F ii 10I i"Ll, "LLIFT IYPICAL SIDIXILK lkDOPTED I, Fill OF Fli "i to llIF1 rpl IwAlf ritir' S IAF­- 1)3Fl Zvi _j IYP I F, Fa 0 _Wl, F IF / ... .................... t \11 Fill, IF IF 1OF 1 ol,ll to to ry -FoAl ­ oil 1 7— (OFF 11 l-11 1.11 t on, i n; c 0. li IOL CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2. 3. & t SE 5 OF 6 LADOPTED OF F..F J ii J- Al L A� FY [FI EAS F'U `S"_ Io P,'FICC1.4 . . . . ........ . ...................................... Fill, r1 1 rL ..... lil,,t /'4, P, AJ\ OF,— IF I IF. I, U... I ­,oFF­ I z+ slo IF T FLOI ­ IF-11 1 1.1 "1 PA FlIFLF. PI'll 1, 111 +. ll "I I:FF F.., 11 Fill -1-I — , SIDE WF,IX PIMP T"PEC 24 & 20 SHEET I OF 3 ADOPT V WE I 1 01 FIT ­-:FF1 Ill I, 'I'l F. IF ZOO, i­ F.- .1� II.111 IFF, FLIIO 1W, PoIt, Foil REVISION FMWTVI��0 SITI'S AND HILL ET oW 11 ET 11 h 1:`� _1 SL- I Ill IL IFII�l I T I IT 1L. ... IT 7, 3/U- EXF,,F9OiO UN' 1c,IFIV c`W`_ FPLL�Z dl 1AILLIL OF Irr 114ill 1 FFFFI.�Fjli, _•L F IcI,FIE__ 5, Ill IiIID F-, 1IFF1 ittl- 7 IFIl li"I'lliz, 'I,." II v fa I-illy ICE.Iil Q� Ilie, 111111, Fill � 1-1:1 I'll F�_111 ,LFIL `IiFLI FLI44- -41 FIT 0 F, 11111IT I- I117VO .11 CEMENT CONCRETE SIDEWALK _,IIEET I OF 3 SHEET Z of 3 IDDIF I SO * ADOPTED s,r IF OF .1.1 IF 111F�11. Fill, "I Fill, 11"t. D113 lP Fill iJ; EC O Pl`iF i"'). I ITE I FiTtil 1.4 Fill SP - — - - - -- -- _----_- - TIL Fit-, y -1c. Fill F, Z/1- CF, F, I, F,� p BJFFPI I - 6, liTI;• Iii 11­11.lo, IF S11C Tl I !A IFt) 1 ........... . ........ . . . FIT yam.,, LOT T:11 I:W 7/11F 1' 1. SWE"Al. E. TFUE 'A IT, lilDEOICK ESUP PUPE III T�� D i,,F' PP TIFF, IF-, 11 .1 1 It of '.J ADOPMZD F, F_ —0.. — - IF F_ . ..... . ..... . Foll-T ir- 11 F�11,1 P", I"", IFLIE: IT! I S- IAGn Pl3 .�.�.� i1OF R=370021 N/A 03/28/13 VELMEIR RETAIL PHARMACY KEITH OCONNELL DETAILS-SITE 150I 4th Am S.H. 140 �fli WA 98101-3655 C3.5 Fwm m (206) A36 -Y]00 (1 33 c, L : (Zzi, IF -3 70 (D a I l3 'IF Illi: I 1I.API -I.- C IF ' '.1 CKI ­FT "U I-1 III ­ r 2 , Iv c,._n.v.q , ,,OAlF I ILI, c,,'. � ♦ I Tu. Fv uewwr .cu F`.F ii 10I i"Ll, "LLIFT IYPICAL SIDIXILK lkDOPTED I, Fill OF Fli "i to llIF1 rpl IwAlf ritir' S IAF­- 1)3Fl Zvi _j IYP I F, Fa 0 _Wl, F IF / ... .................... t \11 Fill, IF IF 1OF 1 ol,ll to to ry -FoAl ­ oil 1 7— (OFF 11 l-11 1.11 t on, i n; c 0. li IOL CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2. 3. & t SE 5 OF 6 LADOPTED OF F..F J ii J- Al L A� FY [FI EAS F'U `S"_ Io P,'FICC1.4 . . . . ........ . ...................................... Fill, r1 1 rL ..... lil,,t /'4, P, AJ\ OF,— IF I IF. I, U... I ­,oFF­ I z+ slo IF T FLOI ­ IF-11 1 1.1 "1 PA FlIFLF. PI'll 1, 111 +. ll "I I:FF F.., 11 Fill -1-I — , SIDE WF,IX PIMP T"PEC 24 & 20 SHEET I OF 3 ADOPT V WE I 1 01 FIT ­-:FF1 Ill I, 'I'l F. IF ZOO, i­ F.- .1� II.111 IFF, FLIIO 1W, PoIt, Foil REVISION FMWTVI��0 SITI'S AND HILL ET oW 11 ET 11 h 1:`� _1 SL- I Ill IL IFII�l I T I IT 1L. ... IT 7, 3/U- EXF,,F9OiO UN' 1c,IFIV c`W`_ FPLL�Z dl 1AILLIL OF Irr 114ill 1 FFFFI.�Fjli, _•L F IcI,FIE__ 5, Ill IiIID F-, 1IFF1 ittl- 7 IFIl li"I'lliz, 'I,." II v fa I-illy ICE.Iil Q� Ilie, 111111, Fill � 1-1:1 I'll F�_111 ,LFIL `IiFLI FLI44- -41 FIT 0 F, 11111IT I- I117VO .11 CEMENT CONCRETE SIDEWALK _,IIEET I OF 3 SHEET Z of 3 IDDIF I SO * ADOPTED s,r IF OF .1.1 IF 111F�11. Fill, "I Fill, 11"t. D113 lP Fill iJ; EC O Pl`iF i"'). I ITE I FiTtil 1.4 Fill SP - — - - - -- -- _----_- - TIL Fit-, y -1c. Fill F, Z/1- CF, F, I, F,� p BJFFPI I - 6, liTI;• Iii 11­11.lo, IF S11C Tl I !A IFt) 1 ........... . ........ . . . FIT yam.,, LOT T:11 I:W 7/11F 1' 1. SWE"Al. E. TFUE 'A IT, lilDEOICK ESUP PUPE III T�� D i,,F' PP TIFF, IF-, 11 .1 1 It of '.J ADOPMZD F, F_ —0.. — - IF F_ . ..... . ..... . Foll-T ir- 11 F�11,1 P", I"", IFLIE: IT! I S- IAGn Pl3 .�.�.� i1OF R=370021 N/A 03/28/13 VELMEIR RETAIL PHARMACY KEITH OCONNELL DETAILS-SITE 150I 4th Am S.H. 140 �fli WA 98101-3655 C3.5 Fwm m (206) A36 -Y]00 (1 33 c, L : (Zzi, IF -3 70 (D a I 3/U- EXF,,F9OiO UN' 1c,IFIV c`W`_ FPLL�Z dl 1AILLIL OF Irr 114ill 1 FFFFI.�Fjli, _•L F IcI,FIE__ 5, Ill IiIID F-, 1IFF1 ittl- 7 IFIl li"I'lliz, 'I,." II v fa I-illy ICE.Iil Q� Ilie, 111111, Fill � 1-1:1 I'll F�_111 ,LFIL `IiFLI FLI44- -41 FIT 0 F, 11111IT I- I117VO .11 CEMENT CONCRETE SIDEWALK _,IIEET I OF 3 SHEET Z of 3 IDDIF I SO * ADOPTED s,r IF OF .1.1 IF 111F�11. Fill, "I Fill, 11"t. D113 lP Fill iJ; EC O Pl`iF i"'). I ITE I FiTtil 1.4 Fill SP - — - - - -- -- _----_- - TIL Fit-, y -1c. Fill F, Z/1- CF, F, I, F,� p BJFFPI I - 6, liTI;• Iii 11­11.lo, IF S11C Tl I !A IFt) 1 ........... . ........ . . . FIT yam.,, LOT T:11 I:W 7/11F 1' 1. SWE"Al. E. TFUE 'A IT, lilDEOICK ESUP PUPE III T�� D i,,F' PP TIFF, IF-, 11 .1 1 It of '.J ADOPMZD F, F_ —0.. — - IF F_ . ..... . ..... . Foll-T ir- 11 F�11,1 P", I"", IFLIE: IT! I S- IAGn Pl3 .�.�.� i1OF R=370021 N/A 03/28/13 VELMEIR RETAIL PHARMACY KEITH OCONNELL DETAILS-SITE 150I 4th Am S.H. 140 �fli WA 98101-3655 C3.5 Fwm m (206) A36 -Y]00 (1 33 c, L : (Zzi, IF -3 70 (D a I F,� p BJFFPI I - 6, liTI;• Iii 11­11.lo, IF S11C Tl I !A IFt) 1 ........... . ........ . . . FIT yam.,, LOT T:11 I:W 7/11F 1' 1. SWE"Al. E. TFUE 'A IT, lilDEOICK ESUP PUPE III T�� D i,,F' PP TIFF, IF-, 11 .1 1 It of '.J ADOPMZD F, F_ —0.. — - IF F_ . ..... . ..... . Foll-T ir- 11 F�11,1 P", I"", IFLIE: IT! I S- IAGn Pl3 .�.�.� i1OF R=370021 N/A 03/28/13 VELMEIR RETAIL PHARMACY KEITH OCONNELL DETAILS-SITE 150I 4th Am S.H. 140 �fli WA 98101-3655 C3.5 Fwm m (206) A36 -Y]00 (1 33 c, L : (Zzi, IF -3 70 (D a I c, L : (Zzi, IF -3 70 (D a I w Q Z a w 1� T CULVERT "� W� _ � E 367.22(17CONC E) o = W CULVERT \\ I.E =370.65(12 "CONC 2 DROP SANITARY SEWER MANHOLE RIM= 373.54 I.E =365.39(6'PVC NE) I.E =365.44(NO PIPE E) I.E =365.32(B"PVC W) FOUND REBAR /CAP 'HDA 18730 10198 10957 18086 9159' 8 -01 -12 I t MAG NAIL /WASHER I / LS 11691 N:165841.96 E:1302616.21 EL382.54 1 \ \ 10' POWER EASEMENT AFN 5664146 X10 \ O N \�i I I \ \I 1 A 3J6 I \ I� 1 IJ I\ I � � I PARCEL "D" SEE LEGAL DESCRIPTION FOUND REBAR /CAP CAP UNREADABLE 7 -20 -12 3 = 421 SF RETAIL AREA = 4676 SF fl C13#15 AREA = 1477 SF (0.03 AC) 14' �O i of M ? N TBM #2 ELEV 400.69 S 'w RR SPIKE ® z I I \ i = 11746 SF SANITARY SEWER MANHOLE RIM = 370.63 I.E._362.23(6%I NE) 1E. 361.03(8'PVC E) IE= 360.53(12'PVC S) I.E.=361.13(87F'VC NW) LADDER (SE) FOUND TACK IN FACE OF CURB 8 -01 -12 i , I a A I ' i I "RIGHT 11 ONLY' 3EJ " J1,0 = CULVERT I.E.= 367.36(127CONC E) - _-_ -_ - 1 SCRIBE] SCRIBED 'X`WALK--�,� \ 7 -20- N:165421.12 \, - E:1302592.35- - - EL375.52 SIGN Il i 1'��� Vic_ L' . ���.�► �� ..�� ./. � ..1 � ,,, �� �; ,�„�•� / •I1 •1 RR.yy 1.11 11� !�iLar� ►��Ji! � � r 1 .f-s 0 Jj S �t ACE LS #11691 'STORM CATCH BASS 84 1 - RIM= 376.38 NEW PAR L A _ 373.40(12° BLA 9104 1602 I. . 12"CMP W) \-SE -/ -CAR F\ F\ F\ _ -- 25,837 ADT (Zuj�z 978 I.E =388.08(8"PVC SE) / LE =3B7.78(8'PVC W) LADDER (S) NO. REVISION Nj -i - rt ! FOUND REBAR /CAP 1 2 DROPS, 1 LUMI P,ACE LS #11691 EX. 8" SEWER IN CASIAG a -01 -12 FOUND 2" BRASSIE W/"X" DOWN 0.4' EX. MANHOLE #13 -1 7 -19 -12 BRIM= 399.38 -I.E =388.68(9'PVC NE) - LE =388.68(8"PVC W) ,LADDER (S) BY I DATE I APPR -- SITTS AND HILL om ET ET 1 " =30' OMF 101 N NL ICNL i N11 tlE 11611 fL'YE ILE0IYILLY BY" mwVATftmmwm. BY: - - Vffftwrlr NvICY: 11<0 1 wmxo� 16O 1 111 DATUM KEITH OCONNELL 1501 4th Av1, Su111 1400 S -. WA 98101 -3655 (206) 436 -2700 UV�n0 O m �L_L) i GRAPHIC SCALE 30 0 15 30 SURVEY BY snTS & HILL E WRO92 W IIJC 4815 CSRTSR STRSST TACOMA IA 88408 TSLS (25s) 474 -9449 FAX (P53) 474 -0155 All elevations are based on NAVD 88 dot... BM a1) Elevation: 400.968' KC SM "FSA". TBM N2) Elevation: 400.69' Railroad Spike. F.F.E. = 100.00 (ARCH.) 384.40 (CIVIL) 03/28/13 VELMEIR RETAIL PHARMACY STORMWATER PLAN - PUBLIC C3.6 W �m�7 1 •1 I I /iii �/ \ , .) 11 :ASEMENT FOR PARKING, CIRCULXIION, AND i AFN 9009170446 25' GAS EASEMENT AFN 9501250239 - .I E) ,I 9�TPVC /1 PARCEL "C" OPOSED SEWER AFN 11 04 r rl PARCEL "B" r- ..� 1 III I� / 1 6' INGRESS, EGRESS EASEMENT �I! 11 , LS #11691 AFN 9009170443 (CA) REQUIRED: SANITARY SEWER MANHOLE RIM = 370.63 I.E._362.23(6%I NE) 1E. 361.03(8'PVC E) IE= 360.53(12'PVC S) I.E.=361.13(87F'VC NW) LADDER (SE) FOUND TACK IN FACE OF CURB 8 -01 -12 i , I a A I ' i I "RIGHT 11 ONLY' 3EJ " J1,0 = CULVERT I.E.= 367.36(127CONC E) - _-_ -_ - 1 SCRIBE] SCRIBED 'X`WALK--�,� \ 7 -20- N:165421.12 \, - E:1302592.35- - - EL375.52 SIGN Il i 1'��� Vic_ L' . ���.�► �� ..�� ./. � ..1 � ,,, �� �; ,�„�•� / •I1 •1 RR.yy 1.11 11� !�iLar� ►��Ji! � � r 1 .f-s 0 Jj S �t ACE LS #11691 'STORM CATCH BASS 84 1 - RIM= 376.38 NEW PAR L A _ 373.40(12° BLA 9104 1602 I. . 12"CMP W) \-SE -/ -CAR F\ F\ F\ _ -- 25,837 ADT (Zuj�z 978 I.E =388.08(8"PVC SE) / LE =3B7.78(8'PVC W) LADDER (S) NO. REVISION Nj -i - rt ! FOUND REBAR /CAP 1 2 DROPS, 1 LUMI P,ACE LS #11691 EX. 8" SEWER IN CASIAG a -01 -12 FOUND 2" BRASSIE W/"X" DOWN 0.4' EX. MANHOLE #13 -1 7 -19 -12 BRIM= 399.38 -I.E =388.68(9'PVC NE) - LE =388.68(8"PVC W) ,LADDER (S) BY I DATE I APPR -- SITTS AND HILL om ET ET 1 " =30' OMF 101 N NL ICNL i N11 tlE 11611 fL'YE ILE0IYILLY BY" mwVATftmmwm. BY: - - Vffftwrlr NvICY: 11<0 1 wmxo� 16O 1 111 DATUM KEITH OCONNELL 1501 4th Av1, Su111 1400 S -. WA 98101 -3655 (206) 436 -2700 UV�n0 O m �L_L) i GRAPHIC SCALE 30 0 15 30 SURVEY BY snTS & HILL E WRO92 W IIJC 4815 CSRTSR STRSST TACOMA IA 88408 TSLS (25s) 474 -9449 FAX (P53) 474 -0155 All elevations are based on NAVD 88 dot... BM a1) Elevation: 400.968' KC SM "FSA". TBM N2) Elevation: 400.69' Railroad Spike. F.F.E. = 100.00 (ARCH.) 384.40 (CIVIL) 03/28/13 VELMEIR RETAIL PHARMACY STORMWATER PLAN - PUBLIC C3.6 W �m�7 W Q Z F U W a It IL W i 2 r U W a Ir EL >t U W O a i f.P.varv'Ar fJTOM OYIN FlLTE0. ',. 81D PW - 9&9J 3_1 ll==�, �wrt. i -mmw an.ono r aN...,w wwe.Ncvcw � n hvwaM,OTw YOXV Wfax W4wl.oru xonsw .,x � r -H a t— P.aw�,w „wXw. Dvex cuw FNee 81O Pu” - �°0 ® EP.RM1L, �I p . �ON OETNI INBTALLAT I WF[F 20oe C x p CTTCM BYe1N TYPE R ,IX 4ln \ E \mra r,cawa- m.wmx ®m.wnn � mn Ywxa r .w�wwr�re.e�auamvs�aenmN� '� tluv mmppm�wm� merutuart• - en.onrw �v vuuuO.e r�s�:v.asn.wv.W { x awvemwrnx o-aweMw. 4 �-anw .: x '.i -. -vin :i � crer .wum. Anon YW n¢xe wmewn. aee Www .an,eewwa �O - ecn_u. VTONY IN TT Vet 910. V� 0N.00 D r.PaxvFxT i f.P.varv'Ar fJTOM OYIN FlLTE0. ',. 81D PW - 9&9J E 1 E�I a 11L LLIJ_I >rrw. Y S1O PWi w ,p.,r vup N FILTER FAORIO PROTECTION 3_1 ll==�, �wrt. i -mmw an.ono r aN...,w wwe.Ncvcw � n hvwaM,OTw YOXV Wfax W4wl.oru xonsw .,x � r -H a t— P.aw�,w „wXw. Dvex cuw FNee 81O Pu” - �°0 ® EP.RM1L, �I p . �ON OETNI INBTALLAT I WF[F 20oe C x p CTTCM BYe1N TYPE R ,IX 4ln E 1 E�I a 11L LLIJ_I >rrw. Y S1O PWi w ,p.,r vup N FILTER FAORIO PROTECTION xG FS OPTCX BCHIN INHTYWiI N _�' FW - �w oadY.l'utu MpHCII 'SDW 3_1 ll==�, �wrt. i -mmw an.ono r aN...,w wwe.Ncvcw � n hvwaM,OTw YOXV Wfax W4wl.oru .w,,.,.ow. F�1 P.aw�,w „wXw. Dvex cuw FNee 81O Pu” - �°0 ® EP.RM1L, f1YMe . �ON OETNI INBTALLAT I WF[F 20oe \ E \mra r,cawa- m.wmx ®m.wnn � mn Ywxa r .w�wwr�re.e�auamvs�aenmN� '� tluv mmppm�wm� merutuart• - en.onrw �v vuuuO.e r�s�:v.asn.wv.W { x awvemwrnx o-aweMw. 4 �-anw .: x '.i -. -vin :i � crer .wum. Anon YW n¢xe wmewn. aee Www .an,eewwa �O - ecn_u. vva ) um �'- "n nAw�mwrn,�a YF°� an.w.wwra. nw"°°uue�J'"Nd�r �lili euxe Rule STHNDIRD PLON F-00.12-01 \ PNw Hxgk� YN10 ^ItlI xG FS OPTCX BCHIN INHTYWiI N _�' FW - �w oadY.l'utu MpHCII 'SDW 3_1 ll==�, i pS`, r aN...,w xG FS OPTCX BCHIN INHTYWiI N _�' FW - �w oadY.l'utu MpHCII 'SDW 3 1 a� iwVemc swusmvwmam�n�aNSw RO NIN EM20 �� VtvuilLr\ i V/WEO ORYLTF e L pS`, r wwe.Ncvcw Y Dvex cuw FNee 81O Pu” - �°0 ® EP.RM1L, f1YMe . �ON OETNI INBTALLAT I WF[F 20oe 3 1 a� iwVemc swusmvwmam�n�aNSw RO NIN EM20 �� VtvuilLr\ i V/WEO ORYLTF e L I <tl , ��z� 1 riff w. c I F ] IN auk RERRMOVtARn0401ReOT10 YL �'P��ON.Y u..vAKYU VIINEDDMTE I a i� j \r\ N �'\ / tl X, NOIEH T iL L ' RC —00-N LW OIIAO D6PAAV..T ME00.1N000NlOMTE AA (c1 Z001 R= 310025 Ytt SIFTS AND HILL E°^ 1 uaa N/A wlemxD� w 1au/IEn Er TIM CITY OF RENTON CONSTRUCTION PLAN RENEW RESUBIARTAL JEV 06/20/13 P -P— KEITH OCONNELL CITY OF RENTON CONSTRUCTION PLAN RENEW SUBMITTAL ET 04/29/13 rr °C Va DATUM 1501 , AvH, S1- 1/00 q q� (206) 8 70 01 -3655 KO +11564 F MD7 YE Mpl (206) 138 -2]00 NO. REVISION BY DATE APPR SME YWIEMiY w�wueQEV Ra_ N o I .,, :..W.>n. „...,.. -_ d.x.,ow......N. ;STORM ROYMO FRYME dO 00VfiR;.. 3NP ML60 pS`, r wwe.Ncvcw Y RlLTI1NOV L11fl PMME Bw FLIH 2MOD I <tl , ��z� 1 riff w. c I F ] IN auk RERRMOVtARn0401ReOT10 YL �'P��ON.Y u..vAKYU VIINEDDMTE I a i� j \r\ N �'\ / tl X, NOIEH T iL L ' RC —00-N LW OIIAO D6PAAV..T ME00.1N000NlOMTE AA (c1 Z001 R= 310025 Ytt SIFTS AND HILL E°^ 1 uaa N/A wlemxD� w 1au/IEn Er TIM CITY OF RENTON CONSTRUCTION PLAN RENEW RESUBIARTAL JEV 06/20/13 P -P— KEITH OCONNELL CITY OF RENTON CONSTRUCTION PLAN RENEW SUBMITTAL ET 04/29/13 rr °C Va DATUM 1501 , AvH, S1- 1/00 q q� (206) 8 70 01 -3655 KO +11564 F MD7 YE Mpl (206) 138 -2]00 NO. REVISION BY DATE APPR SME YWIEMiY w�wueQEV Ra_ N o I .,, :..W.>n. „...,.. -_ d.x.,ow......N. ;STORM ROYMO FRYME dO 00VfiR;.. 3NP ML60 ' OT.VNE, _ YIHCe1LAMEW60ET��FOR -110. �. 3Ne�Y 03/28/13 VELMEIR RETAIL PHARMACY RENTON/WSDOT STANDARD DETAILS Oe.YMR C3.9 Ym: 37 r ' OT.VNE, _ YIHCe1LAMEW60ET��FOR -110. �. 3Ne�Y 03/28/13 VELMEIR RETAIL PHARMACY RENTON/WSDOT STANDARD DETAILS Oe.YMR C3.9 Ym: 37 R . -: ;� ., U W a _; U W O K a - 376.11 -- S.6 z - IN �w -- � �4 Ty L 1 = 30 ,n, DATUM KEITH OCONNELL 1501 4th Ave, suite 1400 Seattle, WA 98101 -3655 (206) 438 -2700 a w Zest; "�OqD S?' 09/10/14 O ,., e _ w ' ;.�..=367 .22(12 LONE, E� -� w M M M ET CU VER T y... "I'll , 370.85(' 2'CONC } . `" r. - til `_ _ _ -- S yy 2 DNOPS C1.4 RECORD DRAWINGS TEL 9/10/14 0� KO NO. REVISION BY DATE APPR A'*DAIN JEV 9 %r SANI : AR SEWE 7U` ,NITARY SEWER MANHOLE W A =373 54 = 365.39(6 "?VC NE =365.44�N0 PIPE .= 355.32'8 "PVC W) SOUND R�BAR �� A� � F `J IN V W ! t "HDA 18730 1011198 ` a p 10957 18086 9158" ,' Cr CL - 376.11 -3w. 387.63 - 307.58 a ; TBM #2 ELEV 400.69 RR SPIKE �OG°�cL( Gzl GRAPHIC SCALE 30 0 15 30 MAO NAIL iWASHER �S •4691 j {/ i = \ N 65841.96 i r K 381.7 G �� �. "`. .._ E: 1302616.21 .. 1• \I = 4 5 ( \ v. .382.72 GUT \ \ G ' 10' POWER EASEM`N7 q........... ............ . _ �,� r AFN 5664146 �_.._.................�... � 364.22 GUT �:� PROPOSED Mc D In it \ :� °i 1.1 Ac. ` 0 V C� MAILL ,& MIR Z �� .. 38.55 G� CP ! \ k r °` T. P. N. 7923059t)3�' Brr -Z 1 .28 ow \ ti, i 38 Bff 1 vvv�v GUTS' s� ° '�� z9!, O GM z �� 00 •05 �x TEMPORARY EROSION GUr ! 8tT �> 377.71 382.71 GUT QORTROL BLAWIT, TI 374. ! �380�7 , GUT - - - - - - - - - - - - - - - - - - - - - - fir- ,l ,t PARCEL D ,� .10 SEE LFGAL DESCRlP'ION ._. GUS„_............. -.�. aff \ W , t J sx G 383/U .y r _ \ I • j FOUND REBAR/Ci375, i 380.35 C CAF UNREADABLE GUT � 377.92 r4m GUT .5X I '�.� 3®7.1 ' -20 -�2 376.2 v GUN GUT 73 383.02 '�' 382.38 + ............. ._.....,_........_..._....._� GUT GUT GUT t T . ..... u. ..�.........�...u...........u.. •9x t L�= 24'59' 09" 378.62 .31 2 GUT 1 R=25.00' , 378.1 GUT GUT � `383.19 ..W...... GUT s 383. ' " - - - - - A=1 0.90 - - - - - _ - - ...........�.......� 6x GVT 3�8:70� 1.79 �.� 383.26 ------- r- - - - - -- j 1 `' T r ! I (� 384.25, 48 COI C 1. EASE PARKING, , 377 GUT S, CIRCULATION, AND �`z � � � CONC 383.60 � t Mfe LANDSCAPING AFN 9009170446 T GUT GUr _ GUT GUT ! •.. CO 382. 25' GAS EASEMENT , " _ ^ 378.55. our c�NC ! AF's 9501250239 :; _` 383.99 ^ W3• 38440 • � 375.4 GUT .14 379.46 4 CONC ( CONC CONC lwu i 3 X380.' , ASP INVESTMEIv r ► , 4,\ ku I - \� •40 33.76 I_ T. P. N. 2923059158 _ - � , 383.41 c 13 = CQI�C i cv' PARCEL "C" air GUT PROPOSED 20= SEWER EASEMENT o °' 383.69 �''° AFN 9009' 70444 M2_11118 GUT US PARCEL "B" Sf 1 6,270 INGRESS, EGRESS EASEMENT 10 RNLI _. • 383. i 1.71 Ac. AFN 9009170443 ! " GUT (CA) + -- I 10 3��.36 III REQUIRED: 41 ,� --I- -- 379.54 • lx PARK 69 37761 377 70 38 15 PARKING PROVIDED. 384. AOI GUT s•� GUT Gur 344.36 FE R81 •7 378.94 ,� 29 ?125 384. !� GUT GUT 382 75 TeP.N. BR .93 ! 377.71 GUT CONC G r GUT 379.6 384.33 384.,41 .45 ti.. G 1 362.07 GUT TEMPORARY EROSION 3®9.01 It st .s4 384.7 M ANKET, TYP• FOUND TACK. -� o CONTROL GUT •9% CONC G CONC ..,. EWER MANN --. IN FACE OF CURB i 7'9 �° �' 379 70 �� OLE 8- 01 �"''; '" ;�A 400 _ i 376.7 9,........ _ 4j 6 D1 NE) Gur 8 PVC. E; , �..� , _ .... ......_... ,-..t .� '...w - .sin.,... a a2a.r• ■xeauHxw,rrp:wnearwwn 374 ► _ ` 376.00 ..... ...... \ C , + R I Gr T " RNA 1 ERP _ .e_�,_ P f ' !.. 5'� ON L _ V 9 = a^ f 382 1 B U SIGN 9 \ \ \ ,. \\ \. .,......... ., \ ♦ S �✓ r \ .. ... . -.. .....-.t \ .r \.z MPH _ \ \ _ �.� a \ AV e _\ �..._.......__... � .. ` WY _I \ . 3� III,- ........... ...... .....t... \ .. n ONCRE � 11 R'D 17 6 T X 3 X23 , _ , _ ` 37513 ° _ - a ^j " Al' SPOT ELEVATION FLOW DIRECTION WITH GRADE SLOPE LABEL SWALE /DITCH OR DIVERSION DITCH GRADE BREAK CONTOUR LINE SITE GRADING LEGEND 90 HYDRAN T & VALVE ® ow BI 2% MANHOLE • CLEANOUT 0 CATCH BASIN ■ TEMPORARY EROSION CONTROL BLANKET CONC =TOP OF CONC BIT = BITUMINOUS PAV'T TC =TOP OF CURB RIM = UTILITY STRUCTURE TW =TOP OF WALL GUT = GUTTER REFER TO SPECIFICATIONS G= GROUND SPOT FOR ADDITIONAL ABBREVIATIONS FOR CIVIL/SITE AMMENITIES ALL TEXT & FEATURES SHOWN SCREENED ARE EXISTING IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: BY: Date: BY: Date: BY: Date: R- 310011 BARRIER FREE NOTES 1. ALL PEDESTRIAN FACILITIES SHALL CONFORM TO THE LATEST A.D.A. STANDARDS. 2 ALL IMPROVEMENTS SHALL BE BUILT TO THE GRADES AND SLOPES SHOWN ON THE PLANS. FOR REFERENCE, MAXIMUM CROSS SLOPE ON ALL WALKWAYS AND IN ANY DIRECTION IN A BARRIER FREE PARKING SPACE SHALL BE 1:48. MAXIMUM LONGITUDINAL SLOPE ON WALKWAYS SHALL BE 1:20. MAXIMUM R SLOPES ON CURB RAMPS LONGITUDINAL SHALL BE 1:12. SURVEY BY sn7S & HILL XHCMCMUM MC. 4W5 CJ M'BJ? S X T TACOMA AA 984M F= (253) 474 -9449 FAX (253) 474 -0159 MCBMIM i All elevations are based on NAVD 88 datum. BM #1) Elevation: 400.968' KC BM "F8A' (350' SE OF INTERSECTION COORDINATES: N: 165206.4, E: 1303281.4) TI #2) Elevation: 400.69' Railroad Spike. F.F.E. _ 100.00 (ARCH.) _ � �e (civic) 384.36 z - IN �SITTS AND HILL L 1 = 30 ,n, DATUM KEITH OCONNELL 1501 4th Ave, suite 1400 Seattle, WA 98101 -3655 (206) 438 -2700 VELMEIR RETAIL PHARMACY GRADING PLAN (RECORD) 09/10/14 O ,., M M M ET POM y... "I'll , `" r. -3w. 387.63 - 307.58 a ; TBM #2 ELEV 400.69 RR SPIKE �OG°�cL( Gzl GRAPHIC SCALE 30 0 15 30 MAO NAIL iWASHER �S •4691 j {/ i = \ N 65841.96 i r K 381.7 G �� �. "`. .._ E: 1302616.21 .. 1• \I = 4 5 ( \ v. .382.72 GUT \ \ G ' 10' POWER EASEM`N7 q........... ............ . _ �,� r AFN 5664146 �_.._.................�... � 364.22 GUT �:� PROPOSED Mc D In it \ :� °i 1.1 Ac. ` 0 V C� MAILL ,& MIR Z �� .. 38.55 G� CP ! \ k r °` T. P. N. 7923059t)3�' Brr -Z 1 .28 ow \ ti, i 38 Bff 1 vvv�v GUTS' s� ° '�� z9!, O GM z �� 00 •05 �x TEMPORARY EROSION GUr ! 8tT �> 377.71 382.71 GUT QORTROL BLAWIT, TI 374. ! �380�7 , GUT - - - - - - - - - - - - - - - - - - - - - - fir- ,l ,t PARCEL D ,� .10 SEE LFGAL DESCRlP'ION ._. GUS„_............. -.�. aff \ W , t J sx G 383/U .y r _ \ I • j FOUND REBAR/Ci375, i 380.35 C CAF UNREADABLE GUT � 377.92 r4m GUT .5X I '�.� 3®7.1 ' -20 -�2 376.2 v GUN GUT 73 383.02 '�' 382.38 + ............. ._.....,_........_..._....._� GUT GUT GUT t T . ..... u. ..�.........�...u...........u.. •9x t L�= 24'59' 09" 378.62 .31 2 GUT 1 R=25.00' , 378.1 GUT GUT � `383.19 ..W...... GUT s 383. ' " - - - - - A=1 0.90 - - - - - _ - - ...........�.......� 6x GVT 3�8:70� 1.79 �.� 383.26 ------- r- - - - - -- j 1 `' T r ! I (� 384.25, 48 COI C 1. EASE PARKING, , 377 GUT S, CIRCULATION, AND �`z � � � CONC 383.60 � t Mfe LANDSCAPING AFN 9009170446 T GUT GUr _ GUT GUT ! •.. CO 382. 25' GAS EASEMENT , " _ ^ 378.55. our c�NC ! AF's 9501250239 :; _` 383.99 ^ W3• 38440 • � 375.4 GUT .14 379.46 4 CONC ( CONC CONC lwu i 3 X380.' , ASP INVESTMEIv r ► , 4,\ ku I - \� •40 33.76 I_ T. P. N. 2923059158 _ - � , 383.41 c 13 = CQI�C i cv' PARCEL "C" air GUT PROPOSED 20= SEWER EASEMENT o °' 383.69 �''° AFN 9009' 70444 M2_11118 GUT US PARCEL "B" Sf 1 6,270 INGRESS, EGRESS EASEMENT 10 RNLI _. • 383. i 1.71 Ac. AFN 9009170443 ! " GUT (CA) + -- I 10 3��.36 III REQUIRED: 41 ,� --I- -- 379.54 • lx PARK 69 37761 377 70 38 15 PARKING PROVIDED. 384. AOI GUT s•� GUT Gur 344.36 FE R81 •7 378.94 ,� 29 ?125 384. !� GUT GUT 382 75 TeP.N. BR .93 ! 377.71 GUT CONC G r GUT 379.6 384.33 384.,41 .45 ti.. G 1 362.07 GUT TEMPORARY EROSION 3®9.01 It st .s4 384.7 M ANKET, TYP• FOUND TACK. -� o CONTROL GUT •9% CONC G CONC ..,. EWER MANN --. IN FACE OF CURB i 7'9 �° �' 379 70 �� OLE 8- 01 �"''; '" ;�A 400 _ i 376.7 9,........ _ 4j 6 D1 NE) Gur 8 PVC. E; , �..� , _ .... ......_... ,-..t .� '...w - .sin.,... a a2a.r• ■xeauHxw,rrp:wnearwwn 374 ► _ ` 376.00 ..... ...... \ C , + R I Gr T " RNA 1 ERP _ .e_�,_ P f ' !.. 5'� ON L _ V 9 = a^ f 382 1 B U SIGN 9 \ \ \ ,. \\ \. .,......... ., \ ♦ S �✓ r \ .. ... . -.. .....-.t \ .r \.z MPH _ \ \ _ �.� a \ AV e _\ �..._.......__... � .. ` WY _I \ . 3� III,- ........... ...... .....t... \ .. n ONCRE � 11 R'D 17 6 T X 3 X23 , _ , _ ` 37513 ° _ - a ^j " Al' SPOT ELEVATION FLOW DIRECTION WITH GRADE SLOPE LABEL SWALE /DITCH OR DIVERSION DITCH GRADE BREAK CONTOUR LINE SITE GRADING LEGEND 90 HYDRAN T & VALVE ® ow BI 2% MANHOLE • CLEANOUT 0 CATCH BASIN ■ TEMPORARY EROSION CONTROL BLANKET CONC =TOP OF CONC BIT = BITUMINOUS PAV'T TC =TOP OF CURB RIM = UTILITY STRUCTURE TW =TOP OF WALL GUT = GUTTER REFER TO SPECIFICATIONS G= GROUND SPOT FOR ADDITIONAL ABBREVIATIONS FOR CIVIL/SITE AMMENITIES ALL TEXT & FEATURES SHOWN SCREENED ARE EXISTING IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: BY: Date: BY: Date: BY: Date: R- 310011 BARRIER FREE NOTES 1. ALL PEDESTRIAN FACILITIES SHALL CONFORM TO THE LATEST A.D.A. STANDARDS. 2 ALL IMPROVEMENTS SHALL BE BUILT TO THE GRADES AND SLOPES SHOWN ON THE PLANS. FOR REFERENCE, MAXIMUM CROSS SLOPE ON ALL WALKWAYS AND IN ANY DIRECTION IN A BARRIER FREE PARKING SPACE SHALL BE 1:48. MAXIMUM LONGITUDINAL SLOPE ON WALKWAYS SHALL BE 1:20. MAXIMUM R SLOPES ON CURB RAMPS LONGITUDINAL SHALL BE 1:12. SURVEY BY sn7S & HILL XHCMCMUM MC. 4W5 CJ M'BJ? S X T TACOMA AA 984M F= (253) 474 -9449 FAX (253) 474 -0159 MCBMIM i All elevations are based on NAVD 88 datum. BM #1) Elevation: 400.968' KC BM "F8A' (350' SE OF INTERSECTION COORDINATES: N: 165206.4, E: 1303281.4) TI #2) Elevation: 400.69' Railroad Spike. F.F.E. _ 100.00 (ARCH.) _ � �e (civic) 384.36 i z - �SITTS AND HILL L 1 = 30 ,n, DATUM KEITH OCONNELL 1501 4th Ave, suite 1400 Seattle, WA 98101 -3655 (206) 438 -2700 VELMEIR RETAIL PHARMACY GRADING PLAN (RECORD) 09/10/14 O M M M ET POM D ONE IM if ALL !ME F NOr OW NM IC" AO0010MY 1 C1.4 RECORD DRAWINGS JEV 9/10/14 0� KO NO. REVISION BY DATE APPR A'*DAIN JEV 9 i 1 C z - T Z m D 0 n z c� z C 3 M M z - z �T c -• O M M M JO D 1 C z - T Z m D 0 n z c� z C 3 M M = r� > Z =o > -• O M JO O M i i i i i i i i i i i Station n+ 00 1+001+20 36 0+ 00 390 • 37( IA- GR 380 T � RN 375.13 PROPOSED GROUND 12' E IE= 370.65 (EX) 6' S IE= 3� 77.79...... f��_ 12' NE IE= 3M..64* 366.03 CR RIM 375.27 12' W IE= 366:04- 365.93 _Z90 SEE STD. PLANS 8' W IE= 376:6� 3 .39 EWnNG GROUND 201.009 204.50 SEE STD. PUNS . _ _ RETAINING WALL SURFACE - - - - -_ _ .................................................................. ............................... 37C w 367.5 387.5 W 12" S IE= 372.37 x = =o 0 382.5 3 0 ..... .......... ............................... ,.. 0 3 362.5 i CL 3 ell < 0 36 0+ 00 390 • 37( STORMFlLTER STRUCTURE RIM = 378.002 8 12' E IE= 369.98 12" W IE= 369.18 380 RIM = 378.80 77.5 12" N IE= 370.10 12" W IE= 370.00 SEE STD. PLANS 201.001 75.0 204,50 AND DETAIL ST4 72.5 UG DETENTION � SYSTEM 67.5 65.0 STORwIFlLTER STRUCTURE RIM = 377.50 62.5 12" E IE= 368.08 12" SW IE= 366.28 360 0 +00 � 1 +00 1 +ZO 74 LF OF 12" DIA. HDPE STORM PIPE 0 0.5% MH#1- DET SYS PROFILE Station 0 r) 0+00 39C 37C Station 1-4-00 IA- GR T � RIM = 3M.96 r 1.04 PROPOSED GROUND ;......... 6' S IE= 3� 77.79...... f��_ SURFACE 8' E IE= 376:i� 3 6.44' 39 ' CR RIM 375.27 PROPOSED MODULAR BLOCK e• N IE= �� . _Z90 3 8' W IE= 376:6� 3 .39 EWnNG GROUND SEE STD. PUNS . _ _ RETAINING WALL SURFACE - - - - -_ _ .................................................................. ............................... ...... 3 367.5 387.5 4 DIA_ GR J4 12" S IE= 372.37 x = =o 0 382.5 3 SEE STD. PLANS EXISTING GROUND ..... .......... ............................... ,.. 0 3 362.5 i _ - 8" E IE= 374.56 3 ell < 0 .« ............ ............................... 8 SAN, 6" S IE= �� 3 7.79 3 8" S IE= 3?4.46 3 4.37 IE= 364.53 PL/CE CAP AT PROPOSED GROUND SEE STD. PIANS i 8" E IE= 96.18 37 .44 372.5 STORMFlLTER STRUCTURE RIM = 378.002 8 12' E IE= 369.98 12" W IE= 369.18 380 RIM = 378.80 77.5 12" N IE= 370.10 12" W IE= 370.00 SEE STD. PLANS 201.001 75.0 204,50 AND DETAIL ST4 72.5 UG DETENTION � SYSTEM 67.5 65.0 STORwIFlLTER STRUCTURE RIM = 377.50 62.5 12" E IE= 368.08 12" SW IE= 366.28 360 0 +00 � 1 +00 1 +ZO 74 LF OF 12" DIA. HDPE STORM PIPE 0 0.5% MH#1- DET SYS PROFILE Station 0 r) 0+00 39C 37C Station 1-4-00 i +vu CB #3 - CB #12 PROFILE 4+004+20 IA- GR T � RIM = 3M.96 r 1.04 Z ;......... 6' S IE= 3� 77.79...... f��_ 392.5 8' E IE= 376:i� 3 6.44' 39 ' CR RIM 375.27 PROPOSED MODULAR BLOCK e• N IE= �� . _Z90 8' W IE= 376:6� 3 .39 8" N IE= 3.42 372.47 SEE STD. PUNS . _ _ RETAINING WALL 387.5 ... 8" E IE= 312.42' 372.47 - 367.5 387.5 4 DIA_ GR J4 12" S IE= 372.37 x = =o 382.5 38 SEE STD. PLANS EXISTING GROUND - . RIM = 377.46 � ....................... RIM 1_. Q4 ...... . ........... .................... 385.0 362.5 201.001 204.40 SURFACE _ - 8" E IE= 374.56 377.5 ell < 0 382.5 6" S IE= �� 3 7.79 ........... - � 8" S IE= 3?4.46 3 4.37 375.0 PL/CE CAP AT PROPOSED GROUND SEE STD. PIANS i 8" E IE= 96.18 37 .44 372.5 SURFACE 200.009 203.00 3 37 _ „_._..._._...... � ...................... 8" N IE= 3�6:'3't'..3 .. 89. ........_._..................__ ,.............. 380 HOPE STORM PIPE____ ___ 367.5 0 1.0% 8" W IE= 3?6..98� A. 9 8" W IE= 3�#� 377.46 . _ _ ......... .........:..................... ....... j .................. ��.. �����. .���.�.- ����..���- �............ _ 375.0 _ SEE STD• PLANS .. _ ...._ .. I 200.00, 203.00 E 201.00, 204.40 , _ ~� RIM 383:98- " 6 E IE- 388:x. 370 185 LF OF 8 DIA. HDPE ' EXISTING GROUND SURFACE ._ ..........._.. _ _........ ; .89 LAI) .. ... ... . .... .. STORM PIPE 0-9.7 1.0% ..........................._._....................... -RIM = Sr�:i'�' 375.27 ............................... , �-, 367.5 f - 365.0 ._.... ................... ;......... __ _ _ 362.5 " 8 N IE= i;2.42 372.47 _ SEE STD. PLANS 360 i +vu CB #3 - CB #12 PROFILE 4+004+20 360 1 0+00 1 f UU Lt U CB #2 - CB #6 PROFILE NO. J rt" V V REVISION 02.5 00 97.5 95.0 92.5 390 87.5 85.0 82.5 380 77.5 75.0 72.5 370 67.5 65.0 62.5 360 4+004+20 Lt UU Lt JCS . � .... ..... a ... RIM = 379.01 6" E IE= 376.50 8" W IE= 376:$i- 376.17 SEE STD. PLANS 200.00, 203.00 31 LF OF 8" DIA. HDPE STORM PIPE 0 *.TX5.2% Station 0 +00 1 1+54 IA- GR T � RIM = 3M.96 r 1.04 Z 392.5 6' S IE= 3� 77.79...... f��_ z m 8' E IE= 376:i� 3 6.44' 39 ' SURFACE PROPOSED MODULAR BLOCK e• N IE= �� . EXISTING GROUND 8' W IE= 376:6� 3 .39 � SURFACE SEE STD. PUNS . _ _ RETAINING WALL 387.5 200.009 203.00 - 367.5 - - --� _ 4 DIA_ GR J4 385.0 x = =o 382.5 38 f � ....................... RIM 1_. Q4 ...... . ........... .................... - - -- 362.5 -c J 377.5 ell < 0 6" IE= 380.40 6" S IE= �� 3 7.79 ___ - -___ 8' IE= 377.33, ____ ,_ _ 375.0 PL/CE CAP AT 71 LF Of 6' DIA. i 8" E IE= 96.18 37 .44 372.5 RIM _ 1 0 3.8% 3 37 _ „_._..._._...... � ...................... 8" N IE= 3�6:'3't'..3 .. 89. ........_._..................__ ,.............. 8 SE IE= 377.50 HOPE STORM PIPE____ ___ 367.5 0 1.0% 8" W IE= 3?6..98� A. 9 8" W IE= 3�#� 377.46 . _ _ 362.5 j .................. ��.. �����. .���.�.- ����..���- �............ ............................. .�.....�.�.�..�...��.�.�����.�. ` ...........t....... ................ .�.....,...................�..� SEE STD. PLANS �......... ...........,.,................................. ��.............,.,,....,..,.... ,.�........,................... ..................... ........................,...... ......... ................... _ SEE STD• PLANS .. _ ...._ .. I 200.00, 203.00 E 201.00, 204.40 , _ ~� RIM 383:98- " 6 E IE- 388:x. � ' EXISTING GROUND SURFACE ._ ..........._.. _ _........ ; .89 LAI) .. ... ... . .... .. ..........................._._....................... -RIM = Sr�:i'�' 375.27 ............................... , �-, f - 8" NW IE= 380.00 E " 8 N IE= i;2.42 372.47 _ SEE STD. PLANS _......._ ........... ............................... 8" E IE= 3r4 372.47 .................................................................................... ............................... PROPOSED GROUND .........:........_ ............ ....._.................;....... _ . 200.009 203.00 3 I 12' S IE= 37232 372.37 SURFACE i f SEE STD. PLANS ......:..... 201.009 204.40 r 8" WATER, IE= 378.26 i 0 . 6x8 WYE C N 122 LF OF 8" DIA. HDPE 8" IE= 378.94 f 0 STORM PIPE 0 -�.� o.s io 113 LF OF 8" DIA. HDPE 97 LF OF 8" DIA. HDPE STORM PIPE 0 5.2%3.4% STORM PIPE 0 2.6% I 3 23 LF OF 12' Dill HDPE STORM WE 0 1.0% i 3 f x ! r „ .. ............................... i....,.,......... .......... ............. ....... ..,...,,... ....................,....,., ,........,,,............,....., i..,......,..,...,,,,,,..,,,..,,,,..,..... ..................a.,.,........ _................. ..........,..... , p ........ ............... 360 1 0+00 1 f UU Lt U CB #2 - CB #6 PROFILE NO. J rt" V V REVISION 02.5 00 97.5 95.0 92.5 390 87.5 85.0 82.5 380 77.5 75.0 72.5 370 67.5 65.0 62.5 360 4+004+20 Lt UU Lt JCS . � .... ..... a ... RIM = 379.01 6" E IE= 376.50 8" W IE= 376:$i- 376.17 SEE STD. PLANS 200.00, 203.00 31 LF OF 8" DIA. HDPE STORM PIPE 0 *.TX5.2% Station 0 +00 1 1+54 IA- GR T � RIM = 3M.96 r 1.04 Z 392.5 6' S IE= 3� 77.79...... PROPOSED GROUND z m 8' E IE= 376:i� 3 6.44' 39 ' SURFACE 390 e• N IE= �� . EXISTING GROUND 8' W IE= 376:6� 3 .39 � SURFACE SEE STD. PUNS . _ _ 370 387.5 200.009 203.00 - 367.5 - - --� _ _ 385.0 x = =o 382.5 38 380 � - - -- 362.5 -c J 377.5 ell < 0 6" IE= 380.40 360 ___ - -___ 8' IE= 377.33, ____ ,_ _ 375.0 PL/CE CAP AT 71 LF Of 6' DIA. p,�p HDPE STORM PIPE 372.5 0 3.8% 37 370 62 LF OF 8' DIA. HOPE STORM PIPE____ ___ 367.5 0 1.0% ­365.0 . _ _ 362.5 36 360 0 +00 1+00 1+54 s1Al1lElRac SITTS AND HILL oEaia ET ET CNMKO BY DATE APPR M�EV STUB -BLDG PROFILE F.F.E. = 100.00 (ARCH.) = 3$�4U (CIVIL) 384.36 PLAN & PROFILE SCALES HORIZONTAL : 1 " = 30' VERTICAL : 1 " = 6' IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: BY: Date: BY: Date: BY: Date: Station 0 +.00 0 +46 EXISTING GROUND SURFACE PROPOSED GROUND SURFACE 38 370- UG DETENTION SYSTEM OF 8' DIA. 26 LF SOLID HDPE STORM PIPE 0 2.0X Station T �cn 1 z 2 � � T I _z m D 0 D Z G1 Z C 3 m M n 382.5 O RIM = 376.00 8' N IE= 372.5 T � Z T � � 1 2 �:o ca z m m D 372.5 T �cn 1 z 2 � � T I _z m D 0 D Z G1 Z C 3 m M n C67 TO DETENTION BASIN R- 310018 SURVEY BY SITTS & IDLL ENGLVEEROW 4815 CENTER STREET TACOMA WA 98409 TFJX.. (253) 474 -9449 FAX (253) 474 -0153 BENCEOUM All elevations are based on NAVD 88 datum. BM #1) Elevation: 400.968' KC BM "F8A" ( 350' SE OF INTERSECTION COORDINATES: N: 165206.4, E: 1303281.4) TBM #2) Elevation: 400.69' Railroad Spike. scme 1 " =30' "a m°" L' '""or Inwi °' 09/10/14 VELMEIR RETAIL PHARMACY POM KEITH OCONNELL STORM PROFILES -SITE Ift DATU M 1501 4th Ave. Sulte 1400 a ALL MALE Seattle, WA 98101 -3655 C1.8 F sF ass IM (206) 438 -2700 VC" Aooaso MY 13 382.5 O RIM = 376.00 8' N IE= 372.5 T � SEE STD. PLANS �:o 377.5 201.009 204.40, 260.10 375.0 372.5 370 367.5 > r 1= .- x = =o `> - - -- 362.5 -c J ell < 0 360 O 0+46 C67 TO DETENTION BASIN R- 310018 SURVEY BY SITTS & IDLL ENGLVEEROW 4815 CENTER STREET TACOMA WA 98409 TFJX.. (253) 474 -9449 FAX (253) 474 -0153 BENCEOUM All elevations are based on NAVD 88 datum. BM #1) Elevation: 400.968' KC BM "F8A" ( 350' SE OF INTERSECTION COORDINATES: N: 165206.4, E: 1303281.4) TBM #2) Elevation: 400.69' Railroad Spike. scme 1 " =30' "a m°" L' '""or Inwi °' 09/10/14 VELMEIR RETAIL PHARMACY POM KEITH OCONNELL STORM PROFILES -SITE Ift DATU M 1501 4th Ave. Sulte 1400 a ALL MALE Seattle, WA 98101 -3655 C1.8 F sF ass IM (206) 438 -2700 VC" Aooaso MY 13 �m� T � v �m� 378.75-.ti_,ti ,v y .' GUT `:..: 79.24 ' 378.83 I \w VN ' a \, \T 382.70`... 379.37 GUT 383.51 CONC v ��,vvvwvvvvvvvv _ ..: PROPOSED MCD' 1.11, Ac. E3 13 4 I 9- 9EMPORARY EROSION CONTROL BLANKET Z GUT ti IE Fcowe mm__ al PROPOSED US 1 C�, 270 Sf 1.71 Ac. ZONED: CMERCIAL MMM (CA) PARKING REQUIRED: 41 PARKING PROVIDED: 69 fFE 384.40 T,.N. 2923060125 L TBM #2 ELEV 400.69 RR SPIKE oil TEMPORARY EROSION CONTROL BLANKET S.6 X74 `cn 398.62 BIT H r I- CULVER w _ w _ =D L'L } Q OA1) ST', ' ny 398.42 BIT i.E.= 367.22(12 -CONC E) w 373A c . E_ . = 3 70.6 5( 374.25. 374.64 �W cl� o,� ,r) > GUT \ \.< 6 it,JE� Of 00 375.17 377.22` 1��� Z '�..'.��� GUT CONC 377.36 �� ..... co • / ! _ _ ti `� CONC BET D .05 BfT SAN I T AR" SE WE 7 --t NITARY SEWER MANHOLE �Y /, ,.� ,�� 13n CONC =36� 396 PVC NE '� \\ PIPE .............. ��....,................ =365.44,1N0 365.328 "PVC W) F- .= � OUND REBAR /0AP W "HDA 18730 ' 0198 1' W \ \ \\ � 0957 18086 901580 a- MAG NAIL /WASHER 8€ LS '1691 , \' N: 165841.96 E:13026' 6.21 EL.382.54 100 MI&IONAM 10' POWER EASEMENT AFN 5664146 \\` \.� � O MAI L L & MW �� R I 1\ z ASS ' IATES T. P. N. 79230.9042 ( t ( & ------------------------------ , PARCEL "0" SEE LEGAL DESCRIPTON I FOUND REBAR /CAP t j CAP UNREADABLE 7-20-112 L= 24'59'09° i ........ ....�...�..�.�. � ........, R=25.00' ` ' A =? 0.90 -- -- . - - -- - - - - - -- ------------- - - -T-- EASEMENT 'FOR PARKIN,, , -n CIRCULATION, AND z � LANSCAPING AFN 9009170446 25 GAS EASEMENT ' a cb 4T AFN 9501250239 ? <. ASP INVESTMENTS T. P. N. 29230591.58 PARCEL "C" 20' SEWER EASEMENT A- N 9009 7044 PARCEL "B" 6' INGRESS, ESRESS EASEMENT AFN 9009170443 # I i i \ s y 378.75-.ti_,ti ,v y .' GUT `:..: 79.24 ' 378.83 I \w VN ' a \, \T 382.70`... 379.37 GUT 383.51 CONC v ��,vvvwvvvvvvvv _ ..: PROPOSED MCD' 1.11, Ac. E3 13 4 I 9- 9EMPORARY EROSION CONTROL BLANKET Z GUT ti IE Fcowe mm__ al PROPOSED US 1 C�, 270 Sf 1.71 Ac. ZONED: CMERCIAL MMM (CA) PARKING REQUIRED: 41 PARKING PROVIDED: 69 fFE 384.40 T,.N. 2923060125 L TBM #2 ELEV 400.69 RR SPIKE oil TEMPORARY EROSION CONTROL BLANKET FOUNU (ACK ` IN FACE OF CURB u........0 �... ,.� �, _ +100• CONC 8-01-12 � 1.48 ')EWER MANHOLE ( �, cA <::::r:: _ i : � 1.45 �._ . �� � CONC a. .. * (6 � NE,i 8' p ,' 400 V' . 1.22 Ilk EI:nw 1.4& r=, CONC 8 PVC NW RIGHT ,; 6' &9 145 `�pNC i I / i � % - - - aw 0, ON L Y" , - 'S GUT • '� c ,yam "� _W cm _W_ w .74 �I 3 �SI N - 6. CONC Si Gi . - GUT , \ .1 GUT ..__....,....:...�.,,. ANC - - \ \ _ ., . ., . _. ... w\ \ \ \u\y\ _ „ GUT ID �._. `385. = l41 ............... � �.. ��fi�PORARhr EROSION 395 398. Y • _ _ BK. a. w N - - l _ _ ., G � E , _ - � �' , ` ' ,,� �, GUT .8X �� ,\ �: �_. �. \' , �'� , � � CON(,'�� CONC � \\ � � CONC .....,. CONC .. CONC \ 385.27 CONC \ 7 \� 373. GUT ' CONC v \ ` -3 . . GUT\ v, v v. ON.,RE a�EWY ` v * * � � �.r � : , � �. ; �. _ .... .. .,,.. � .,,E 4 __ 17 � TAI _ l y_ ,� .�.. .................... i X WA K _ \.........�... �� \.N ...... 25,837 ADT (2012) 92v (X _ RECORD DRAWINGS CITY OF RENTON CONSTRUCTION PLAN REVIEW SUBMITTAL N0. REVISION SWAM Wom SITTS AND HILL 1 „ =30' oMro�me ET JEV 09/10/1 ET ONE Ma+ ET 04/29/13 C MCM� o a Au MXE FMar=SM BY DATE APPR NPw1m IC" A10000019 MY el- �oQ�cc� GRAPHIC SCALE 30 0 15 30 SPOT ELEVATION FLOW DIRECTION WITH GRADE SLOPE LABEL SWALE /DITCH OR DIVERSION DITCH GRADE BREAK CONTOUR LINE SITE GRADING LEGEND �QQ � x 900 GRANT & VALVE ® ®� BIT 2% MANHOLE • CLEANOUT 0 3:' CATCH BASIN ■ TEMPORARY EROSION CONTROL BLANKET CONC =TOP OF CONC BIT = BITUMINOUS PAV'T TC =TOP OF CURB RIM = UTILITY STRUCTURE TW =TOP OF WALL GUT = GUTTER REFER TO SPECIFICATIONS G= GROUND SPOT FOR ADDITIONAL ABBREVIATIONS FOR CIVIL/SITE AMMENITIES ALL TEXT do FEATURES SHOWN SCREENED ARE EXISTING R- 310019 BARRIER FREE NOTES 1. ALL PEDESTRIAN FACILITIES SHALL CONFORM TO THE LATEST A.D.A. STANDARDS. 2. ALL IMPROVEMENTS SHALL BE BUILT TO THE GRADES AND SLOPES SHOWN ON THE PLANS. FOR REFERENCE, MAXIMUM CROSS SLOPE ON ALL WALKWAYS AND IN ANY DIRECTION IN A BARRIER FREE PARKING SPACE SHALL BE 1:48. MAXIMUM LONGITUDINAL SLOPE ON WALKWAYS SHALL BE 1: 20 MAXIMUM LONGITUDINAL SLOP ES ON CURB RAMPS SHALL BE 1:12. SURVEY BY Sim & 1$L MWDWMRM M 4815 C1fMER STRMZr TACOMA WA 98409 r= (259) 474 -9449 FAX (259) 474 -0159 BMCEMAM & All elevations are based on NAVD 88 datum. BM #1) Elevation: 400.968' KC BM "F8A" (350' SE OF INTERSECTION - COORDINATES: N: 165206.4, E: 1303281.4) TBM #2) Elevation: 400.69' Railroad Spike. F.F.E. = 100.00 (ARCH.) = 386 (CIVIL) 384.36 •1 z �w `cn 398.62 BIT ' ny 398.42 BIT - T c LJY0 3 cl� o,� ,r) > CD O 6 it,JE� Of 00 t /­x U-) Z M co BET D .05 BfT FOUNU (ACK ` IN FACE OF CURB u........0 �... ,.� �, _ +100• CONC 8-01-12 � 1.48 ')EWER MANHOLE ( �, cA <::::r:: _ i : � 1.45 �._ . �� � CONC a. .. * (6 � NE,i 8' p ,' 400 V' . 1.22 Ilk EI:nw 1.4& r=, CONC 8 PVC NW RIGHT ,; 6' &9 145 `�pNC i I / i � % - - - aw 0, ON L Y" , - 'S GUT • '� c ,yam "� _W cm _W_ w .74 �I 3 �SI N - 6. CONC Si Gi . - GUT , \ .1 GUT ..__....,....:...�.,,. ANC - - \ \ _ ., . ., . _. ... w\ \ \ \u\y\ _ „ GUT ID �._. `385. = l41 ............... � �.. ��fi�PORARhr EROSION 395 398. Y • _ _ BK. a. w N - - l _ _ ., G � E , _ - � �' , ` ' ,,� �, GUT .8X �� ,\ �: �_. �. \' , �'� , � � CON(,'�� CONC � \\ � � CONC .....,. CONC .. CONC \ 385.27 CONC \ 7 \� 373. GUT ' CONC v \ ` -3 . . GUT\ v, v v. ON.,RE a�EWY ` v * * � � �.r � : , � �. ; �. _ .... .. .,,.. � .,,E 4 __ 17 � TAI _ l y_ ,� .�.. .................... i X WA K _ \.........�... �� \.N ...... 25,837 ADT (2012) 92v (X _ RECORD DRAWINGS CITY OF RENTON CONSTRUCTION PLAN REVIEW SUBMITTAL N0. REVISION SWAM Wom SITTS AND HILL 1 „ =30' oMro�me ET JEV 09/10/1 ET ONE Ma+ ET 04/29/13 C MCM� o a Au MXE FMar=SM BY DATE APPR NPw1m IC" A10000019 MY el- �oQ�cc� GRAPHIC SCALE 30 0 15 30 SPOT ELEVATION FLOW DIRECTION WITH GRADE SLOPE LABEL SWALE /DITCH OR DIVERSION DITCH GRADE BREAK CONTOUR LINE SITE GRADING LEGEND �QQ � x 900 GRANT & VALVE ® ®� BIT 2% MANHOLE • CLEANOUT 0 3:' CATCH BASIN ■ TEMPORARY EROSION CONTROL BLANKET CONC =TOP OF CONC BIT = BITUMINOUS PAV'T TC =TOP OF CURB RIM = UTILITY STRUCTURE TW =TOP OF WALL GUT = GUTTER REFER TO SPECIFICATIONS G= GROUND SPOT FOR ADDITIONAL ABBREVIATIONS FOR CIVIL/SITE AMMENITIES ALL TEXT do FEATURES SHOWN SCREENED ARE EXISTING R- 310019 BARRIER FREE NOTES 1. ALL PEDESTRIAN FACILITIES SHALL CONFORM TO THE LATEST A.D.A. STANDARDS. 2. ALL IMPROVEMENTS SHALL BE BUILT TO THE GRADES AND SLOPES SHOWN ON THE PLANS. FOR REFERENCE, MAXIMUM CROSS SLOPE ON ALL WALKWAYS AND IN ANY DIRECTION IN A BARRIER FREE PARKING SPACE SHALL BE 1:48. MAXIMUM LONGITUDINAL SLOPE ON WALKWAYS SHALL BE 1: 20 MAXIMUM LONGITUDINAL SLOP ES ON CURB RAMPS SHALL BE 1:12. SURVEY BY Sim & 1$L MWDWMRM M 4815 C1fMER STRMZr TACOMA WA 98409 r= (259) 474 -9449 FAX (259) 474 -0159 BMCEMAM & All elevations are based on NAVD 88 datum. BM #1) Elevation: 400.968' KC BM "F8A" (350' SE OF INTERSECTION - COORDINATES: N: 165206.4, E: 1303281.4) TBM #2) Elevation: 400.69' Railroad Spike. F.F.E. = 100.00 (ARCH.) = 386 (CIVIL) 384.36 •1 z �w i J I.� - r� r D 0 n z 0 z c 3 M z - T c 3 C O z O m M D i J I.� - r� r D 0 n z 0 z c 3 M tJ =• - M" D -c C O f O M f�� D 0 m Z G Z C m m r u z 446 ti �U - �� � � � 3 as 0 m Z G Z C m m r u 446 ti n O � O