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vE) SE 1/4, S W 1/4, SEC. 05,9 T. 23 N. R. 05 E. W. M. KING COUNTY, WASHVVGTON i s � ` coo~ 300 SW 7TH ST. 10885 NE 4TH STREET 7 RENTON, WA 98055 P.O. BOX 97034 --- PHONE: (425) 204-2300 BELLEVUE, WA 98009-9734 CONTACT. SANTHOSH MOOLAY(L WATER AND SEWER TELEPHONE: ti FAX (425) ,� CITY OF RENTON QWEST COMMUNICATIONS N ^_u r ,7 RENTON, WA 98055 PREMIS BUREAU, 47H FLOOR � 1 BELLEVUE, WA 98003 BRK UB -19-201 1 IMPER VIO US A REA BREAKDOWN BRK 04-06-201 REV. NO. DESCRIPTION INITIALS TOTAL IMPERWOUS AREA BEFORE PROJECT = 1,642 SF NET NEW IMPERVIOUS DUE TO PROJECT 25.324 SF = TOTAL IMPERVIOUS SURFACE AREA AFTER PROJECT = 25,324 SF x�. SIEET INDEX u SOIL AWL WALL (DESIGNED BY OTHERS) TRANSFORMER DL FX PADSO :F lVk x O • e ` • ' . a • RETAINING WA -� • w� TYP ' •` EASEMENT NO, 8403260623 PUGET POWER K=1344. /0' - A =06'38'45" L=179.17' 4.5' OF 17ON TO THE C17Y 806 SF BM SSMH 54" - SS12 RIM=40.70' 1.E. 8" PVC N.=34.27' I.E. 8" PVC S.=34.17' 7 C %Ly *w M! wes . Cad bWore you dig. 'TLITYCONFLICTNOTE.- i v � ` coo~ 300 SW 7TH ST. 10885 NE 4TH STREET P.O. BOX 1478 RENTON, WA 98055 P.O. BOX 97034 --- PHONE: (425) 204-2300 BELLEVUE, WA 98009-9734 CONTACT. SANTHOSH MOOLAY(L WATER AND SEWER TELEPHONE: ti FAX (425) Dm r- 11 -+ sp SCALE: 1 " = 20' 20 10 0 20 40 STTEAREA: 57,000 SF (1.31 Ac) PROJECT DISTURBANCE AREA = 42,534 SF UTILTTTAND SER VICE PROVIDERS ninrn, PMr_ 4020 AUBURN WAY NORTH PO BOX 1048 AUBURN, WA 98002 SCHOOL DISTRICT.• FIREDIMUCT.- KING COUNTY FIRE DISTRICT 137: EAST KENT 24611 116TH AVE S.E. KENT, WA 98030 PHONE. (253) 859-3322 POWERAND GA S. C1.0 COVER SHEET jh ` / ` •1-00 C 1.1 STANDARD PLAN, NOTES & LEGEND C1.2 EXISTING FEATURES MAP + • C2.0 TESC PLAN -• , ,. • '� - - - d - e- - e - - - - I + • +...r _ +.,� ` ` 1x2.1 TESC DETAILS C3.0 GRADING PLAN itt- • „` , • - . ` ± ` C3.1 GRADING PLAN R .. -LOA ING • C4.0 ROAD & DRAINAGE PLAN C4.1 DRAINAGE PLAN ` C4.2 DETENTION PLAN AND DETAILS r + •-••+.•• w . e e. " o e _ •• 5975' H G NERSCONDITIONS: ` • C4.3 OFFSITE DRAINAGE PLAN & PROFILE {�' a ° a ',�5•E 3 1. THE APPLICANT SHALL COMPLY WITH THE SIX MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED MARCH 16, C5.0 FRONTAGE IMPROVEMENTS e N6T 48 2015. FRONTA WITH PLANTERS NTT TH C5.1 DETAILS e. 2. THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN DEPICTING SIGNIFICANT LANDSCAPING ALONG THE STREET GE, LANTE S ADJACE 0 E C6.0 UTILITY PLAN Ot BUILDING OR WITHIN COMMON OPEN SPACES AND ROOF PATIO SCREENS. . " "Qz: C6.1 UTILTIY DETAILS THE 3. THE APPLICANT SHALL PROVIDE A DETAILED PLAN IDENTIFYING THE LOCATION AND SCREENING PROVIDED FOR SURFACE AND ROOF MOUNTED EQUIPMENT. e Q4Z17�' - e k e e ' SCREENING PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ENGINEERING PERMIT APPROVAL.L 1-L 11 LANDSCAPE & TREE RETENTION PLAN U y' x • 4. 0 285 SQUARE FEET OF AREA DEDICATED 0 REFUSE AND RECYC S. AL T HELY, THE l THE PROPOSAL SHALL BE REVISED TO INCLUDE AN ADDITIONAL Q E CA T TERNA APPLICANT MAY REQUEST AN ADMINISTRATIVE MODIFICATION, PURSUANT TO RMC 4-9-250, IN ORDER TO REDUCE THE SQUARE FOOTAGE REQUIRED. THE REVISED FLOOR PLAN OR ADMINISTRATIVE MODIFICATION REQUEST SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO Q L' UIPMENTAND PROCEDURE a ` ` ` • • ` . ' `. . BUILDING PERMIT APPROVAL. BASIS OF BEARING: ` • . • ` ` 5. THE APPLICANT SHALL BE REQUIRED TO DEMONSTRATE THERE IS ADEQUATE AREA FOR REFUSE PICKUP WITHIN THE PARKING STRUCTURE WHICH MAY REQUIRE THE • • • • • • + • f i . ` �` - ` . ` , ` „ ` , • - • • � RELOCATION OF A PARKING STALL(S). THE REVISED FLOORPLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR N 18' 14 33 W BETWEEN FOUND MONUMENTS ALONG LAKE .. . . . . . . . . . . WASHINGTON BOULEVARD NORTH PER REFERENCE 2001 SURVEY. o.. f _ ` TO BUILDING PERMIT APPROVAL. 6. THE APPLICANT SHALL BE REQUIRED TO REVISE THE PARKING PLAN TO INCLUDE A TOTAL OF 105 STALLS AND THE FOLLOWING: RELOCATION OF PROPOSED STALLS /� ` ' ` * �- • • . . . WHICH WOULD PRECLUDE REFUSE AND RECYCLE PICKUP, THE PROVISION OF ADEQUATE ADA ACCESSIBLE PARKING STALLS, AND THE REPLACEMENT OF TANDEM Q7T OFRENTON BM ` , ` , . ` . ` . ` ` „ W • . . ' , --: PARKING SPACES WITH DIRECT ACCESS STALLS. THE REVISED PARKING PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT FF ` e ` ` ` `' ` MANAGER PRIOR TO BUILDING PERMIT APPROVAL. CITYOF RENTON BENCHMARK E° - . ` ` - . . ` ` • . RIGHT-OF-WAY NUMBER 2117. 3 1 2" BRASS DISC AT THE NORTHWEST . 7. THE APPLICANT SHALL SUBMIT A REVISED SITE PLAN DEPICTING A 4.5 FOOT (SUBJECT TO A FINAL SURVEY) RIGHT OF WAY DEDICATION ALONG LAKE WASHINGTON / ` ` ` ` ` - • /jj(`' "` ` ` • ► . . . „ BLVD N. THE REVISED SITE PLAN SHALL BE SUBMITTED T0, AND APPROVED BY, THE PIAN REVIEWER PRIOR TO CONSTRUCTION PERMIT APPROVAL. CORNER CONCRETE BASE OF A SIGNAL BRIDGE AT A ` SEPI CONDITIONS• 8. A REVISED GEOTECHNICAL REPORT SHALL BE SUBMITTED PRIOR TO ENGINEERING PERMIT APPROVAL NOTING PROPOSED IMPACTS TO STEEP SLOPES AND ANY RAILROAD CROSSING IN THE NORTH ENTRANCE OF ` - CHANGES IN RECOMMENDATIONS ACCORDINGLY. THE GEOTECHNICAL REPORT WOULD ALSO BE REQUIRED TO INCLUDE INFORMATION REGARDING THE STABILITY FOR COULON PARK. Qy h, ` 1. THE APPLICANT SHALL PROVIDE AN UPDATED GEOTECHNICAL REPORT FROM EARTH SOLUTIONS NORTHWEST (ESNW)SOIL INFILTRATION, WITH RECOMMENDATIONS OF APPROPRIATE FLOW CONTROL BMP OPTIONS. IF INFILTRATION IS PROPOSED, THEN FALLING HEAD PERMEABILITY EL=37.25' • . ' " • INCLUDING A REEVALUATION AND SPECIFIC RECOMMENDATIONS TO ADDRESS GROUNDWATER CONDITIONS RELATED TO RATES ARE REQUIRED TO BE PROVIDED. EXCAVATION AND PERMANENT SUB -SLAB DN?iUINAGE. THE UPDATED REPORT SHALL BE SUBMITTED T0, AND APPROVED BY 9, THE APPLICANT SHALL SUBMIT A DETAILED COMMON OPEN SPACE/PLAZA PLAN WHICH INCLUDES SPECIFICATIONS FOR PEDESTR14 N AMENITIES THAT ADD TO THE BM THE PLAN REVIEWER, PRIG TO FINAL ENGINEERING APPROVAL. THE UPDATED REPORT MAY BE SUBJECT TO INDEPENDENT PEDESTRIAN EXPERIENCE AND HUMAN SCALE INTENDED FOR THE DEVELOPMENT. THE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING f PEER REVIEW AT THE DISCRETION OF THE PLAN REVIEWER AND AT THE EXPENSE OF THE APPLICANT. PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. INVERT ELEVATION OF THE NORTH 2. THE APPLICANT SHALL COMPLY WITH ALL DESIGN RECOMMENDATIONS INCLUDED WITHIN THE GEOTECHNICAL REPORT, r 10. THE APPLICANT SHALL SUBMIT A REVISED ELEVATION DEPICTING SOME RECESS DEPTH FOR EACH WINDOW, IN WHICH THE HVAC UNIT IS ABUTTED DIRECTLY BELOW 8 PVC PIPE IN SSMH-2 ACCORDING TO AS -BUILT PREPARED BY EARTH SOLUTIONS NORTHWEST, AS REVISED/UPDATED AND APPROVED BY THE PLAN REVIEWER AS PART THE WINDOW AND WITHIN A FRAME THAT GIVES THE APPEARANCE THAT ITS AN INTEGRATED WINDOW SYSTEM. THE REVISED ELEVATIONS SHALL BE SUBMITTED TO DRAWING NUMBER 322206 DATED 05/02/2006. SSMH OF THE ENGINEERING PERMIT APPROVAL. AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. IS LOCATED +/- 10.7' SOUTH OF SOUTHWEST 3. THE APPLICANT SHALL CONTRACT WITH A GEOTECHNJCAL ENGINEER IN ORDER TO VERIFY THAT THE EARTHWORK, 11. THE APPLICANT SHALL SUBMIT REVISED ELEVATIONS DEPICTING ADDED ARCHITECTURAL DETAILING ELEMENTS ALONG THE GROUND FLOOR OF THE LAKE WASHINGTON PROPERTY CORNER AND +/- 10.0' WEST OF THE FOUINU nfW AND OTHER RENW&&NLIATIONS HAVE BEEN PROPERTY INTERPRETED AND IMPLEMENTED IN THE DESIGN MID ti Z T L 1 t4 : F•I:F S . '�' 1 f � L sulp a 41 } i v' f.)t. L Y a a r N � �- 1i ctt n \ r W E ,,, VICINITY m" - ' S SCALE. 1`_2000' z z =_ ENGINEER RENTON SCHOOL DISTRICT 1403 PUGET SOUND ENERGY coo~ 300 SW 7TH ST. 10885 NE 4TH STREET P.O. BOX 1478 RENTON, WA 98055 P.O. BOX 97034 --- PHONE: (425) 204-2300 BELLEVUE, WA 98009-9734 CONTACT. SANTHOSH MOOLAY(L WATER AND SEWER TELEPHONE: ti FAX (425) ,� CITY OF RENTON QWEST COMMUNICATIONS ARCHITECT / CONTACT 1055 SOUTH GRADY WAY 450 110TH AVE NE ,7 RENTON, WA 98055 PREMIS BUREAU, 47H FLOOR 2 BELLEVUE, WA 98003 BRK UB -19-201 1 IMPER VIO US A REA BREAKDOWN BRK 04-06-201 REV. NO. DESCRIPTION INITIALS TOTAL IMPERWOUS AREA BEFORE PROJECT = 1,642 SF NET NEW IMPERVIOUS DUE TO PROJECT 25.324 SF = TOTAL IMPERVIOUS SURFACE AREA AFTER PROJECT = 25,324 SF x�. SIEET INDEX C1.0 COVER SHEET jh ` / ` •1-00 C 1.1 STANDARD PLAN, NOTES & LEGEND C1.2 EXISTING FEATURES MAP + • C2.0 TESC PLAN -• , ,. • '� - - - d - e- - e - - - - I + • +...r _ +.,� ` ` 1x2.1 TESC DETAILS C3.0 GRADING PLAN itt- • „` , • - . ` ± ` C3.1 GRADING PLAN R .. -LOA ING • C4.0 ROAD & DRAINAGE PLAN C4.1 DRAINAGE PLAN ` C4.2 DETENTION PLAN AND DETAILS r + •-••+.•• w . e e. " o e _ •• 5975' H G NERSCONDITIONS: ` • C4.3 OFFSITE DRAINAGE PLAN & PROFILE {�' a ° a ',�5•E 3 1. THE APPLICANT SHALL COMPLY WITH THE SIX MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED MARCH 16, C5.0 FRONTAGE IMPROVEMENTS e N6T 48 2015. FRONTA WITH PLANTERS NTT TH C5.1 DETAILS e. 2. THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN DEPICTING SIGNIFICANT LANDSCAPING ALONG THE STREET GE, LANTE S ADJACE 0 E C6.0 UTILITY PLAN Ot BUILDING OR WITHIN COMMON OPEN SPACES AND ROOF PATIO SCREENS. . " "Qz: C6.1 UTILTIY DETAILS THE 3. THE APPLICANT SHALL PROVIDE A DETAILED PLAN IDENTIFYING THE LOCATION AND SCREENING PROVIDED FOR SURFACE AND ROOF MOUNTED EQUIPMENT. e Q4Z17�' - e k e e ' SCREENING PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ENGINEERING PERMIT APPROVAL.L 1-L 11 LANDSCAPE & TREE RETENTION PLAN U y' x • 4. 0 285 SQUARE FEET OF AREA DEDICATED 0 REFUSE AND RECYC S. AL T HELY, THE l THE PROPOSAL SHALL BE REVISED TO INCLUDE AN ADDITIONAL Q E CA T TERNA APPLICANT MAY REQUEST AN ADMINISTRATIVE MODIFICATION, PURSUANT TO RMC 4-9-250, IN ORDER TO REDUCE THE SQUARE FOOTAGE REQUIRED. THE REVISED FLOOR PLAN OR ADMINISTRATIVE MODIFICATION REQUEST SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO Q L' UIPMENTAND PROCEDURE a ` ` ` • • ` . ' `. . BUILDING PERMIT APPROVAL. BASIS OF BEARING: ` • . • ` ` 5. THE APPLICANT SHALL BE REQUIRED TO DEMONSTRATE THERE IS ADEQUATE AREA FOR REFUSE PICKUP WITHIN THE PARKING STRUCTURE WHICH MAY REQUIRE THE • • • • • • + • f i . ` �` - ` . ` , ` „ ` , • - • • � RELOCATION OF A PARKING STALL(S). THE REVISED FLOORPLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR N 18' 14 33 W BETWEEN FOUND MONUMENTS ALONG LAKE .. . . . . . . . . . . WASHINGTON BOULEVARD NORTH PER REFERENCE 2001 SURVEY. o.. f _ ` TO BUILDING PERMIT APPROVAL. 6. THE APPLICANT SHALL BE REQUIRED TO REVISE THE PARKING PLAN TO INCLUDE A TOTAL OF 105 STALLS AND THE FOLLOWING: RELOCATION OF PROPOSED STALLS /� ` ' ` * �- • • . . . WHICH WOULD PRECLUDE REFUSE AND RECYCLE PICKUP, THE PROVISION OF ADEQUATE ADA ACCESSIBLE PARKING STALLS, AND THE REPLACEMENT OF TANDEM Q7T OFRENTON BM ` , ` , . ` . ` . ` ` „ W • . . ' , --: PARKING SPACES WITH DIRECT ACCESS STALLS. THE REVISED PARKING PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT FF ` e ` ` ` `' ` MANAGER PRIOR TO BUILDING PERMIT APPROVAL. CITYOF RENTON BENCHMARK E° - . ` ` - . . ` ` • . RIGHT-OF-WAY NUMBER 2117. 3 1 2" BRASS DISC AT THE NORTHWEST . 7. THE APPLICANT SHALL SUBMIT A REVISED SITE PLAN DEPICTING A 4.5 FOOT (SUBJECT TO A FINAL SURVEY) RIGHT OF WAY DEDICATION ALONG LAKE WASHINGTON / ` ` ` ` ` - • /jj(`' "` ` ` • ► . . . „ BLVD N. THE REVISED SITE PLAN SHALL BE SUBMITTED T0, AND APPROVED BY, THE PIAN REVIEWER PRIOR TO CONSTRUCTION PERMIT APPROVAL. CORNER CONCRETE BASE OF A SIGNAL BRIDGE AT A ` SEPI CONDITIONS• 8. A REVISED GEOTECHNICAL REPORT SHALL BE SUBMITTED PRIOR TO ENGINEERING PERMIT APPROVAL NOTING PROPOSED IMPACTS TO STEEP SLOPES AND ANY RAILROAD CROSSING IN THE NORTH ENTRANCE OF ` - CHANGES IN RECOMMENDATIONS ACCORDINGLY. THE GEOTECHNICAL REPORT WOULD ALSO BE REQUIRED TO INCLUDE INFORMATION REGARDING THE STABILITY FOR COULON PARK. Qy h, ` 1. THE APPLICANT SHALL PROVIDE AN UPDATED GEOTECHNICAL REPORT FROM EARTH SOLUTIONS NORTHWEST (ESNW)SOIL INFILTRATION, WITH RECOMMENDATIONS OF APPROPRIATE FLOW CONTROL BMP OPTIONS. IF INFILTRATION IS PROPOSED, THEN FALLING HEAD PERMEABILITY EL=37.25' • . ' " • INCLUDING A REEVALUATION AND SPECIFIC RECOMMENDATIONS TO ADDRESS GROUNDWATER CONDITIONS RELATED TO RATES ARE REQUIRED TO BE PROVIDED. EXCAVATION AND PERMANENT SUB -SLAB DN?iUINAGE. THE UPDATED REPORT SHALL BE SUBMITTED T0, AND APPROVED BY 9, THE APPLICANT SHALL SUBMIT A DETAILED COMMON OPEN SPACE/PLAZA PLAN WHICH INCLUDES SPECIFICATIONS FOR PEDESTR14 N AMENITIES THAT ADD TO THE BM THE PLAN REVIEWER, PRIG TO FINAL ENGINEERING APPROVAL. THE UPDATED REPORT MAY BE SUBJECT TO INDEPENDENT PEDESTRIAN EXPERIENCE AND HUMAN SCALE INTENDED FOR THE DEVELOPMENT. THE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING f PEER REVIEW AT THE DISCRETION OF THE PLAN REVIEWER AND AT THE EXPENSE OF THE APPLICANT. PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. INVERT ELEVATION OF THE NORTH 2. THE APPLICANT SHALL COMPLY WITH ALL DESIGN RECOMMENDATIONS INCLUDED WITHIN THE GEOTECHNICAL REPORT, r 10. THE APPLICANT SHALL SUBMIT A REVISED ELEVATION DEPICTING SOME RECESS DEPTH FOR EACH WINDOW, IN WHICH THE HVAC UNIT IS ABUTTED DIRECTLY BELOW 8 PVC PIPE IN SSMH-2 ACCORDING TO AS -BUILT PREPARED BY EARTH SOLUTIONS NORTHWEST, AS REVISED/UPDATED AND APPROVED BY THE PLAN REVIEWER AS PART THE WINDOW AND WITHIN A FRAME THAT GIVES THE APPEARANCE THAT ITS AN INTEGRATED WINDOW SYSTEM. THE REVISED ELEVATIONS SHALL BE SUBMITTED TO DRAWING NUMBER 322206 DATED 05/02/2006. SSMH OF THE ENGINEERING PERMIT APPROVAL. AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. IS LOCATED +/- 10.7' SOUTH OF SOUTHWEST 3. THE APPLICANT SHALL CONTRACT WITH A GEOTECHNJCAL ENGINEER IN ORDER TO VERIFY THAT THE EARTHWORK, 11. THE APPLICANT SHALL SUBMIT REVISED ELEVATIONS DEPICTING ADDED ARCHITECTURAL DETAILING ELEMENTS ALONG THE GROUND FLOOR OF THE LAKE WASHINGTON PROPERTY CORNER AND +/- 10.0' WEST OF THE FOUINU nfW AND OTHER RENW&&NLIATIONS HAVE BEEN PROPERTY INTERPRETED AND IMPLEMENTED IN THE DESIGN MID ti Z T L 1 t4 : F•I:F S . '�' 1 f � L sulp a 41 } i v' f.)t. L Y a a r N � �- 1i ctt n \ r W E ,,, VICINITY m" - ' S SCALE. 1`_2000' z z =_ ENGINEER SURVEYOR coo~ A.&AL LAND SUN P.O. BOX 1478 4532-B EVERGREEN WAY EVERETT, WA 98206 EVERETT, WA 98203 CONTACT. SANTHOSH MOOLAY(L CONTACT: HARLEY C. PAWLEY, P.L.S. 425) 303-9363 FAX FAX (425) (42) 303-9362 330269 ARCHITECT / CONTACT CLAW DEM ~ 169 WESTERN AVE W. SEATTLE, WA 98119 CONTACT. LAUREN NESTRUD (206) 782-8208 APAUCAI 7/ OWNER LEMY NO&wNIff, W 6501 AMERICA'S PARKWAY NE - SUITE 1050 ALBUQUERQUE, NM 87110 CONTACT: FAIZEL KASSAM PH. (505) 243-6000 CELL. (505) 489-4474 FAX. (505) 243-1561 LEG& DESCRIPTION THE SOUTHERLY 160 FEET OF THE NORTHERLY 235 FEET OF LOTS 312, 313, 314 AND 315, AS MEASURED ALONG PARALLEL LINES TO THE SOUTHERLY MARGIN OF SOUTHEAST 110TH STREET (ALSO KNOWN AS MORGAN AVENUE), C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN, DIVISION NUMBER 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 83, IN KING COUNTY, WASHINGTON, EXCEPT THE WESTERLY 60 FEET OF SAID LOT 312 CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 1035005; AND EXCEPT THAT PORTION OF LOTS 314 AND 315 CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 4655599. CITY OF RENTON APPROVED BY: wljo4k DATE: g �I APPROVEDBY• _ DATE: 11#11S SurE«ca{n�,kc- Vim\ APPROVED BY��/ DATE: U 'M13 �1%1�, Ilt1uM BLVD ENGINEERING PLAN DOCUMENTS. GEOTECHNICAL MONITORING SERVICES SHALL ALSO BE PROVIDED DURING CONSTRUCTION BLVD N FACADE THE REVISED ELEVATIONS SHALL BE SUBMITTED TD AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIG TO BUILDING PERMIT APPROVAL. COVERING INSPECTIONS AS RECOMMENDED IN THE GEOTECHNICAL REPORT. 12. THE APPLICANT SHALL INCREASE THE PITCH OF THE SHED ROOF ELEMENT IN ORDER TO STRENGTHEN THE BUILDING DESIGN TO THE SATISFACTION OF THE j" 4. A PRORATED SHARE OF THE TRAFFIC SIGNAL AND ROADWAY IMPROVEMENT COSTS (CURRENTLY BEING CONSTRUCTED BY CURRENT PLANNING PROJECT MANAGER. REVISED ELEVATIONS SHALL BE SUBMITTED T0, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO SECO DEVELOPMENT) SHALL BE COLLECTED FROM THE PROPOSED PROJECT BASED UPON THE RATIO OF NUMBER OF BUILDING PERMIT APPROVAL. TRIPS THAT WILL BE ADDED BY THE PROJECT TO THE NUMBER OF FUTURE BASELINE TRIPS AT THE SOUTHPORT/GENE 13. THE APPLICANT SHALL SUBMIT A MATERIALS BOARD SUBJECT TO THE APPROVAL OF THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT EAST RIGHT OF WAY LINE EL=34.27 NANO • �� � 1"GINNIRING co* P.O. BOX - 1478 EVER�TT, WA 98206 (425) 303-9363 (425) 303-9362 FAX c y P oz P� COULON PARK ENTRANCE LAKE WASHINGTON BLVD N INTERSECTION. SHOULD SECO ESTABLISH A STREET AND UTILITY APPROVAL. THE BOARD SHALL INCLUDE COLOR AND MATERIALS FOR THE FOLLOWING: GUARDRAILS, FA DE TREATMENTS, RETAINING WALLS, RASED PLANTERS, METAL / � - _ LATECOMERS AGREEMENT THESE FUNDS COULD BE USED TO REIMBURSE THE COST OF THESE ROADWAY IMPROVEMENTS SCREENS, SUNSHADES, WINDOWS/FRAMES, AND COLUMNS. ACCEPTABLE MATERIALS INCLUDE A COMBINATION OF BRICK, INTEGRALLY COLORED CONCRETE MASONRY, y = ' IN THE AMOUNT ESTABLISHED BY SUCH AN AGREEMENT. THE FEE WILL BE BASED ON (NEW PM PEAK HOUR TRIPS) / PRE -FINISHED METAL, STONE, STEEL, GLASS, CAST -IN-PLACE CONCRETE, OR OTHER SUPERIOR MATERIALS APPROVED AT THE DISCRETION OF THE ADMINISTRATOR. (TOTAL PM PEAK HOUR TRIPS) X (COST OF NEW SIGNAL AND IMPROVEMENTS). THE FEE SHALL BE PAID PRIOR TO FINAL 14. THE APPLICANT SHALL BE REQUIRED TO SUBMIT A CONCEPTUAL SIGN PACKAGE WHICH INDICATES THE APPROXIMATE LOCATION OF ALL EXTERIOR BUILDING SIGNAGE. OCCUPANCY. PROPOSED SIGNAGE SHALL BE COMPATIBLE WITH THE BUILDING'S ARCHITECTURE AND EXTERIOR FINISHES AND CONTRIBUTES TO THE CHARACTER OF THE 5. THE APPLICANT SHALL CREATE A PUBLIC OUTREACH PLAN IN COORDINATION WITH CITY OF RENTON STAFF TO DEVELOPMENT. THE CONCEPTUAL SIGN PACKAGE SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING F_ COMMUNICATE WITH ROAD USERS THE GENERAL PUBLIC AREA RESIDENCES AND BUSINESSES AND APPROPRIATE PUBLIC PERMIT APPROVAL. 0 CD .9 n- INFO@INSIGHTENGINEERING.NET m m D SITE ADDRESS. 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 ' TAX ACCOUNT N0. S. 3344500007 2 2ND BUILDING REVIEW BRK UB -19-201 1 BUILDING PERMIT SUBMITTAL BRK 04-06-201 REV. NO. DESCRIPTION INITIALS DATE ._ ENTITIES ABOUT PROJECT INFORANTION; ROAD CONDITIONS IN THE WORK ZONE AREA; AND THE SAFETY AND MOBILITY 15. THE APPLICANT SHALL PROVIDE A LIGHTING PLAN THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY WITHOUT CASTING EXCESSIVE GLARE ON AUW%.ENT PROPERTIES, y EFFECTS OF THE WORK ZONE. THE PUBLIC OUTREACH PLAN SHALL BE SUBMITTED TO, AND APPROVED BY THE CURRENT AT THE TIME OF BUILDING PERMIT REVIEW. PEDESTRIAN SCALE AND DOWNUGHTING SHALL BE USED IN ALL CASES TO ASSURE SAFE PEDESTRIAN AND VEHICULAR ` EX F.H. PLANNING PROJECT MANAGER PRIOR TO ENGINEERING PERMIT APPROVAL. MOVEMENT, UNLESS ALTERNATIVE PEDESTRIAN SCALE LIGHTING HAS BEEN APPROVED ADMINISTRATIVELY OR IS SPECIFICALLY LISTED AS EXEMPT FROM PROVISIONS 6. THE APPLICANT SHALL PRIDE A SURETY DEVICE, IN AN AMOUNT SUFFICIENT, TO PROVIDE PEDESTRIAN IMPROVEMENTS LOCATED IN RMC 4-4-075 LIGHTING, EXTERIOR ON-SITE. BEWEN THE SITE AND THE LAKE WASHINGTON BLVD AT GENE COULON PARK ENTRANCE/HOUSER WAY INTERSECTION. 16. THE APPLICANT SHALL SUBMIT BICYCLE PARKING DETAIL DEMONSTRATING COMPLIANCE WITH THE BICYCLE REQUIREMENTS OUTLINED IN RMC 4-4-080F.11.0 FOR THE SURETYDEVICE SHALL BE PROVIDED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO FIXED STRUCTURES. THE BICYCLE PARKING DETAIL SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING R . UTION• ENGINEERING PERMIT APPROVAL AND SHALL BE HELD FOR TWO YEARS FROM THE DATE OF RECEIPT IF THE PEDESTRIAN PERMIT APPROVAL. t'' owAs� �y CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, CONNECTION IS CONSTRUCTED AS PART OF THE DEVELOPMENT OF THE ABUTTING PARCEL TO THE SOUTH, THE PROVIDED 17. THE APPLICANT SHALL SUBMIT A REVISED DRAINAGE REPORT AND PLAN IN COMPLIANCE WITH CORE REQUIREMENT NO. 1. SPECIFICALLY, THE APPLICANT WOULD BE MSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE SURETY DEVICE WILL BE RELEASED. IF THE PEDESTRIAN CONNECTION IS NOT CONSTRUCTED PRIOR TO THE TERMINATION REQUIRED TO REDESIGN THE DISCHARGE OF STORMWATER FROM THE SUBJECT SITE TO THE NATURAL DISCHARGE LOCATION TO THE SOUTH. A DETENTION VAULT OR S OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL OF THE TWO YEAR PERIOD, THE FUNDS WILL BE RELEASED TO THE CITY OF RENTON FOR THE CONSTRUCTION OF THE DOWNSTREAM CAPACITY IMPROVEMENTS WOULD BE REQUIRED IF THE DOWNSTREAM CAPACITY IS NOT ADEQUATE AND/OR THE DIRECT DISCHARGE EXEMPTION VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL PEDESTRIAN CONNECTION. CRITERIA IS NOT MET. IDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE 18. THE TA SHALL BE REVISED TO INCLUDE A DETAILED TABLE FOR EACH PIPELINE PROJECT. THE REVISED TIA SHALL BE SUBMITTED TO THE PLAN REVIEWER PRIOR W� ING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY TO ENGINEERING PERMIT APPROVAL. Y WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS 19. THE APPLICANT SHALL REVISE THE TRANSPORTATION STUDY PRIOR TO ENGINEERING PERMIT APPROVAL TO CHANGE THE HORIZON YEAR TO THE YEAR THAT THE VN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC PROJECT WILL BE CONSTRUCTED (CURRENTLY PROPOSED FOR 2016). sIONAL ?MATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE APPLICANT SHALL SUBMIT A REVISED TLA WHICH INCLUDES A DISCUSSION OF THE AM PEAK HOUR TRIPS AND/OR A JUSTIFICATION FOR THE EXCLUSION OF $po .r,j, CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO THE AM PEAK HOUR TRIPS FROM THE ANALYSIS. THE REVISED IA SHALL BE SUBMITTED TO, AND APPROVE BY, THE PLAN REVIEWER PRIOR TO ENGINEERING PERMIT ►LVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. APPROVAL. PE&W NO: U1 5W2518 SE 1/49 SW 1/4, SEC. OS, T. 23 N., R. 05 E., W.M. LEGACYRENTON DW FlLEN4ME DESIGNED BY. DATE: SCALE: JOB NO.: 130623-FlNAL.DIYG JRC 11-04-2013 1 "=20' 13-0623 SHEEP COVER sREET C1.0 0 m cn n NZ D � c y P oz P� c 0 CD .9 n- z m m D 0 m cn n NZ D ` D � c y oz CD m aZ CD m m 0 m 01 O C ` D 8 m �m . ROSION CONTROL NOTES THESE NOTES SHALL APPEAR FOR ALL PROJECTTS- SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTMTY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURBEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE VA47ER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. 174E CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR 174E DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROTECT. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACITUTIES MUST BE CONSTRUCTED AND IN OPERTAION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDWENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENTS AND ADDITIONS TO EROSION/SEDIMENT CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE THE EROSION AND SEDIMENTATION CONTROL SYSTEM DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUC71fNN PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMIITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACIL77ES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE DURING THE COURSE OF CONSTRUCTION, IT SKILL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTM/TIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE THE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT AQdACENT PROPERTIES AND WATER QUALITY OF THE RECEI MVG DRAINAGE SYSTEM. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPE, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAYS EMBANKMENTS, THAT WILL NOT BE DISTRUBEO FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH MARCH 30TH ) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUC770N SITES CLEiM?ING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAWIG. THE CLEWING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. DURING 174E TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECTS DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORAY SETTUNG BASIN SWILL. BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SWILL PROVIDE ADEQUATE STORAGE CAPAC17Y. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTRUBED AREAS SWILL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ON WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW! 9 90 Know ~s . CsN betav you dig. TTILITYCONFLICTNOTL:- ACTION.• E CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, WENSROV, AND DEPTH OF ALL EXISTING UI U77ES WHETHER SHOWN ON THESE ANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL ND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL `LUDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE 'ISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY RIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS KOMIN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC "ORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, E CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO SOLVE ALL PROBLEMS PRIOR TO PIQOCEEDIMMG WITH CONSTRUCTION. EROSIONAND SEDIMENT CONTROL RECOMMENDED CONSTRUCTIONSEQUENCE 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECONWNOAIIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S 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 STR4W, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE SEASONAL CLEAR II VG AND GRADIIVG NOTES: APPLICABLE FROM OCTOBER 1 THROUGH APRIL 30. 1. THE ALLOWED TIME THAT A DISTURBED AREA CAN REM Q N QED WITHOUT COVER MEASURES IS REDUCED TO TWO DAYS, RATHER THAN SEVEN. 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS. 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE 4. ALL AREAS THAT ARE TO BE UNWORKED WITHIN THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON, OCTOBER 1 TO MARCH 31. 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS. 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE. 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE-GRAINED SOIL. 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFF SITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFF SITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. GENERAL NOTES: 1. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH PERRAIT CONDITIONS, THE KING COUNTY CODE (KCC), ROAD STANDARDS (KCRS), WASHINGTON STATE DOT (WSDOT) STANDARD SPECIFICATIONS AND THE CONDITIONS OF PRELIMINARY APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CML ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHILL BE AT NO ADDITIONAL COST OR LIABILITY TO KING COUNTY. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DDES) ENGINEERING AWW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE DDES PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.) 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTMTY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE DOES'S LAND USE INSPECTION SECTION, THE APPLICANT, AND THE APPLIC %frS CONSTRUCTION REPRESENTATME. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE *WNEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTM77ES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND 10 A.M. TO 5 P.M. ON SUNDAY, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE REVIEWING AGENCY. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE WMATING OFF-SITE WORK. EASEMENTS REQUIRE REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHONMV ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE DDES'S LAND USE INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE KC9S UNLESS OTHERWISE APPROVED BY DDES. 10. DEWATERING SYSTEM (UNDERDRAIN) CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL UNDERDRAIN SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH WSOOT STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGR4DE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY DDES AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LAME OF TRAFFIC AFFECTED. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL APPLY. WORK IN RIGHT-OF-WAY IS NOT AUTHORIZED UNTIL A TRAFFIC CONTROL PLAN IS APPROVED BY KING COUNTY. DRAINAGE NOTES: SE I14, S W 1/4, SEC. OS, T. 23 N., R. 05 E., W. M. 1. PIt00F OF LN81LIlY INSURANCE SHALL BE SUBMITTED TO ODES PRIOR ^TO THE^T^ KVVG COINTY, WASHINGTON CONSTR A;1X W OF THE L> OMWiE 1ACIU7IES, PREFERABLY AT THE PRECONSTRUCTION MEETING. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT SPECIFICATIONS. THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL, AND ANY REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. J. STEEL PIPE SHALL BE ALUAAWIZED, OR GALVANIZED WITH ASPHALT TREATMENT 11 OR BETTER MOE AND OUTSIDE 4. ALL DRMNAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROOMY OR SIDEWALK, SHALL HAVE SOLID LOCKING UDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING UDS. 5. ALL DITCH BASIN GRATES SHALL CONFORM TO KCRS, WHICH INCLUDES THE STAMPING "OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF KING COUNTY", EXCEPT T h4T PRIVATE DRAIWGE SYSTEMS SHALL NOT HAVE THE WORDS "PROPERTY OF KING COUNTY': 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNTY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH! TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE KCRS. 7. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT, AND MUST MEET THE FOLLOWING SPECIFrATIONNS: 4- 8"/409-709 PASSING, 2"- 4" ROCK/3OX-409 PASSING; AND -2" ROCK/109-209 PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS. & DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDMDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY KING COUNTY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING ING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED ISTORMM" OR 'DRAIN': THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDEROR 1N SPECIFICATIONS DESCRIED IN KCRS AND, E NON-METALLIC, THE PIPE SHALL. CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESGWD TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL IIUWIDUAL SNB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. 9. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOL, OR; AMENDED SOL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 10. SEASONAL CLEARING IS LIMITED BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE REVIEWING AGENCY. 11. IMPROVEMENTS AND/OR BUILDINGS SHALL NOT BE INSTALLED UNTIL DRAINAGE FACILITIES ARE V OPERATION', (KCC 9.04) 12. ONLY VAIED GRATES SHALL BE USED ON CATCH BASINS WITHIN THE ROAD FLOWLINE. WATER PLAN GENERAL NOTES: SANITAR Y SEWER NOTES AND SPECIFICA TIONS: THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTERWATER UTILITY. 1. ALL WORK AND WORK ARTERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICA77ONS OF THE CITY OF RENTON PLAN/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON THE SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIF(ATTONS ON WEEKDAYS UMAKES.S OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS QEPARTAAENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGPMIrC ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTIUIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIED PRIOR TO STARTING NEW CONSTRUCTION. R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTORS 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCE OF CONSTRUCTIONAND FOR THE SAFETY OF WORKS AND OTHER ON THE CONSTRUCTION SITE. 6. IT SHALL. BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PUNS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROWDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVEREAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHTLY TRAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CORSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS APPROVED BY 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERES UNLESS OTHERW?SE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REDERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTRUBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDA77ON MATERIAL, AS WEL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINLY CHLORIDE (PICC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINSIHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. I r : ► «• ► • r6,10'T- • • , - . -3 El.. a. 5� :1 i : ,i dF YM '* V� I I 2, , - - k , * 1 of - ;- ,-,w X i - Us- I - - I . -Fill :U'1111. 10-1 - , " , . v -, T 7 ' - .- - . 1_4tv__ _ - ''0% qw7v 11 - . - . � - . I j. I II ji.,� . ,�;I'- --� .- - ' • • ' 1 «• • : " ' I WJU I " I 11 74' WL ` v 7 "' i L A I - 11 i + . r s • 4 • • : " • } t & ALL MMM" USED FOR THE OF WATER PSI SNAIL NE NEW AND UND A&A , AND 'CATALOS CUTS' FOR ALL MATERIALS SHALL K AI�RCI L MI WOW BY THE CITY OF INWON TO S LITE MATEwMLS ON-SOE. 4. ALL WATER MAIN FIFE MATEMALS SHALL NE CB EN'T LINED DUCTILE MON IWC, T1Nt CLOA 52 PER AWWA C 151 AND C 10L !WE JOW S► SHALL ME FISH -ON OR CONT. GST NOON OR DUCTILE 111�01 PIPE FITTIN0 SHALL EE 171 AS 290 AS !ER AN (AWMIA C110/A21,1042. ALL DUCTILE WAD N POPE AND FITTINGS SMALL K WffH 94AL BLAM T K -TVIE, 'OLYE FHVLA?IE PLUM PER AWWA STANQA - ► s ! :1 « ! • • • •!'111'1m4::;1'"1,16-0 • • :r :r3.;. • • •r + • ! t t! 23-1 -44 i I A � I I .:'�*�' I I I m 0- I' __ A,'-41_11 L . . � I 17, A 0 _" i W,: ,' y T'Iff 71 11A I I . • «• ! ► f Imess • « • ► i 1f �1 : 1 « •«•T TS r ! ► ► ► 1 « # ► ]f 1 t f.• 1 L •«+ 7. ALL NEW WATER WAIN P 9 AND FMVM SHALL HAVE A FOAM PIPE PIG IIRN IMOUGH 714W OR TO NEMNG FLUSHED, DISI LIED, AND T"!S"1"ED, CLEANNNfi, I IMMIE AND DIMITY TESTING SMALL IE ®!NE IN TME F OF A1Ni tN1ER THE SU�ERVL510N OF A CITY OF NBffC1N UTxiTY 1111_1C'TC71L THE CDKTRACFOR SHALL SUPPLY, BALL AND NUMM FLOGS, OORFORATION STSs RioMi-OFF AIL,IE'S,,, AND THRUST �S711ANrT / R 1 TlliMiii A l�1JMTY ACCEPTANCE. NO Col m a r l N SMALL. NE MADE NE I WM TIME NEW MAN OR N I WIM THE NEW INET -TAP W&E70 ASI ENISTTNG MAN UNTIL THE NEW FI1W11NES i .ASN INNISM, DI CT'EUD, FLLEDIEl, AM FAQ OM 1��11 AIN! F R M TESTING. & NEW WATED MANS NNCLt/OMN6i SERVXE LATEIIALS SHALL NE TESTED ATA STATIC OF 190 !Si ANME N 1-0 11M _m I 'IIESISUIR WITH A 1rAMm1 & OF 22S I SI TEST rt A FOR 10 MMIIAAIS Wr W A MRa�lm OF s m � DWW tItJIIING THE ESI'TIIIIE TEST . UPON SA719 ACTOW CO APUETION OF TWE I IM U M TEfT, WE LME MALL NE DINVICTED, FLUSM, AND TH N WATER SAMISMALL. NE TARN FOR PUIIW 1131 NG W 714E LAIC V$005 IN1PWI�vR. I14119:41is-'.V`.V-7111��-_ • «s • «• •• i i _1'.1&-','#' • «• «• • « • r ,•. _, #• ► e r ;«• • • • SURFACE WATER STANDARD PLAN NOTES AND EXAMPLE OF CONSTRUCTION SEQUENCE SURFACE WATER STANDARD NOTES: 1. THESE NOTES SHALL APPREAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTMTY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANMDm SPECIFICATIONS FOR ROAD, BRIDGE AND MUADICPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APMN), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT _%MLL BE THE SOLE RESPONSINLITY OF THE APPLICANT AND THE PROFESSIONAL CML ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAMNGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CATION (E.G. DOMESTIC MITER CONVEYANCE; SEWER CONVEYANCE; GINS, ELECTRICAL. ETC.) THE SURFACE WATER DIRAINGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVAL PLANS, WIN`MCH ARE ON FILE WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WMLL REQUIRE WRITTEN APPROIML FROM THE CITY OF RENTON PUBLIC WORKS DEPARTAOENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB Sl1E WFNENEVER CONSTRUC17ON IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORM( ON SUN 04Y IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APDL WS/CONTRACTOR'S RESPONSISIUTY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE NWTM7IMNG OFF-SITE WORK. EASEMENTS REQUIRE CRY REVIEW AND APPROW4L PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLAWS THAT ARE NOT SHOWN ON THESE APPROVED PUNS SHALL. NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE INTER DESIGN MANUAL ARE SUBMITTED TO THE CRY OF RENTON. 9. DATUM SHALL BE NAND SB UNLESS OTHERWISE APPROVED BY THE CRY OF RENTON. REFERENCE BENCHMARK AND EL.EWTIOMS ARE NOTED ON THE PLANS. 10. ANY DEW47ERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMIMATER FACILITES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAYS SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXfS'iING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINGE WORM( IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PUNS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS 13. ALL SEDIMENTATION/MSI01N FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, ADD THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COAM U70 AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 14. ALL RETENTION/DETENTION FACILITES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTMTY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE INTER UTNJTY SECTION. 15. ALL PIPE AND APPURTEMVXES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCO WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND CONFACTTON OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WMLL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APIA CUSS "C" WITH THE EXCEPTION OF PVC PIPE. 16. STEEL PIPE SWILL BE ALUMINIZED, OR GALWW2ED WITH ASPHALT TREATMENT 11 OR BETTER INSIDE AND OUTSIDE. 17 ALL DRINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING UDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 1& BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LIDS 19. ALL CATCH BASIN GRATES SHALL. BE DEPRESSED 0.10 FEET FLOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM ITE EDGE OF THE DRNEMNY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF R 4DISAX DMCFES, WERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF OPE (1) FOOT MUST MEET THE FOLLOWING SPECIFICATIONS: 4-8 INCH ROCK/ 40-70 PASSING; 2-4 INCH ROACK/ 30-409 PASSING; AND LESS THAN 2 INCH ROCK/ 10-209 PASSIMG. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAIWA xE SYSTEM, UNLESS APPROVED BY THE CRY PLAN RSR OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COM IU -TION. 22. DRAINAGE OUTLETES (STUB -OUTS) SHALL BE PROVIDED FOR EACH MAIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAWS, DIRIVEWNYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE I)R4WS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL FIVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWiATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SUCURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UN DERDMM SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MIANUaAL. AND, E NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. G. SOTRM DRAINAGE PIPE SYSTEMS SHALL NOT PO TRATE BUILDING FOUNDATIONS, EXCEPT FOR SUM' PUPM DISCHARGE LNNES USED TO DRAW CRANE SPACES, PROVIDED THE SUM' PUMP SYSTEM INCLUDES BACKFLOW OR A CHECK VALVE 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OR THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING NX': THE EOfISTMMG DUFF LAYER SHALL BE STAGED AND REDISTRNBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROFF OF LIABILITY INSUI INCE SHALL BE SUB WTTED TO THE CI7Y PRIOR TO CONSTRUCTION PERMIT ISSUANCE 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTMANG LEGAL OBLIGATION AN DI)? LbW&IIY CONNECTED WITH STO ld SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND A NNTEIWMCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE R'ESPO619LE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FiLAMM AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT -OF -04Y THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION ION SYST EW DAMSON. ALL SECT IONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY: 27. PROJECT LOCATED WMTFMN THE AQUM'ER PROTECTION AREA (APA) SWILL COMPLY WITH SPECIAL REQUIREMENT 16 OF THE SURFACE WATER DESM MANIDAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). LEGEND + EXISTING MONUMENT (AS SHOWN) ry _ __ SECTION 114 CORNER NOT FOUND , ' SECTION CORNER NOT FOUND L, 0 FOUND REBAR/CAP OR I.P. (IRON PIPE) (DATE) I'I.,' CALCULATED PLAT i"�' % MEASURED R- 381002 2 2ND BUILDING REVIEW BW 08-19-2015 1 BUILDING PERMIT SUBMITTAL BRK 04-06-201 REV NO. DESCRIPTION INITIALS DATE CITYOFRENTON APPROVED BY. /'Zxq7 DATE: qlI (//s APPROVED BY DATE: '11/t/15--- 1 APPROVED BY: DATE: IifiiNT NIMN11219m Co. P.O. Box - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX H4F0@1NS1GHTENG0WX1t1NG.NET SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 TAX ACCOUNT NO.'S: 3344500007 PERI NO: U15002518 SE 1/4, SW 1/4, SEC. OS, T. 23 N. R. E., W.M. LEGACYRENTON DOG F�: �„�: Ste: � �.: 130623-FMNL.DNG 1 JRC 11-04-2013 1'=20' 13-0623 SHEET s' I STANDARD PLAN AND NOTES C1.1 # Ig * i TBR TO BE REMOLD 3 �_ (":)'- vV RIGHT-OF-WAY z m r . , �. B. POrWT OF BEGINNING _R I T CENTERLINE ii 1` � LT CFWW LINK FENCE I 411ET WOOD FENCE w. -". WATER SURFACE � ' J' _ EDGE OF PAVEMENT 3;__ w BACK OF WALK -'B' STORM DRAIN CATCH BASIN (CB) - I STORM DRAIN MANHOLE (SDMH) __ SANITARY SEWER MANHOLE (SSMH) - SA IIARY SEWER CLEAN OUT (CO) `- POWER POLE r GUY POLE F-1 wv WATER METER - WATER VALVE wr -, MAILBOX til --b UTILITY POLE ANCHOR - FIRE HYDRANT (2 NOZZLE) E TYPE I NGPA SIGN 0-0 FIRE DEPARTMENT CONNECTION PROPOSED WATER PROPOSED SANITARY SEWER PROPOSED STORM DRAINAGE PROPERTY LINE ---------- X ---------- X -------- - EXISTING FENCE LINE _ iz /; ;'i%_- EDGE OF PAVEMENT - ---- - - - - - - ---- - - EXISTING CONTOURS PROPOSED CONTOURS PRE-EXISTING DRAINAGE PATTERN ® OVER 409 SLOPE AREAS COR STD CITY OF RENTON STANDARD PLAN IBR TO BE REMOVED DDCVA DOUBLE DETECTOR CHECK VALVE DI DUCTILE IRON PIPE YD YARD DRAIN CO CLEAN OUT LCPE CORRUGATED POLYETHYLENE PIPE R- 381002 2 2ND BUILDING REVIEW BW 08-19-2015 1 BUILDING PERMIT SUBMITTAL BRK 04-06-201 REV NO. DESCRIPTION INITIALS DATE CITYOFRENTON APPROVED BY. /'Zxq7 DATE: qlI (//s APPROVED BY DATE: '11/t/15--- 1 APPROVED BY: DATE: IifiiNT NIMN11219m Co. P.O. Box - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX H4F0@1NS1GHTENG0WX1t1NG.NET SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 TAX ACCOUNT NO.'S: 3344500007 PERI NO: U15002518 SE 1/4, SW 1/4, SEC. OS, T. 23 N. R. E., W.M. LEGACYRENTON DOG F�: �„�: Ste: � �.: 130623-FMNL.DNG 1 JRC 11-04-2013 1'=20' 13-0623 SHEET s' I STANDARD PLAN AND NOTES C1.1 # Ig * i c G:- z c I l - 3 I I oa m z m m _R I >1 I D I s C/:, E', ) --I pcn c , V.- ' S, :, A 4- 'y ` 2 1 13 r K z 9 D D � 0 i w v 00 i� I s� 4 r' rz �. C . _R I � .-. uq w C" CD c, .& c ii 1` N= a Y I 5 � ' (4 0- � c Z . 0 y . Z k4% ... c D r .01 i� � �/ : .lam SE ]/4, SW ]/4, SEC. O5, T. 23 N., RASE., W.M. KING COUNTY, WASIMVGTON �OR�� P� • Know whit's bNIOW. CaN Miors you dig. UTILITYCONFL[CT NOTE. CAUTION.- THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. Y BM. i/ SSMH 54 — SS12 RIM=40.70' r; M I.E. 8" PVC N.=34.27' I.E. 8" PVC S.=34.17' a 4 146T�q 15E i �41 f r t F N, POLE ' r ' ' EX FA I; SCALE: 1 " = 20' "w 1 20 10 0 20 40 OVER 40% SLOPE AREAS G' EQUIPMENTAND PROCEDURE BASIS OF BEARING: N 18' 14'33" W BETWEEN FOUND MONUMENTS ALONG LAKE WASHINGTON BOULEVARD NORTH PER REFERENCE 2001 SURVEY. CITY OFREATON BM CITY OF RENTON BM 12177. 3.5" BRASS DISK AT NW CORNER OF CONC. BASE OF SIGNAL BRIDGE AT RIR CROSSING AT N. ENTRANCE OF COULON PARK. ELEV. =37.25 BM INVERT ELEVATION OF N. 8" PVC PIPE IN SSMH 12 (ASPI PT 1 1102) ACCORDING TO AS -BUILT DRAWING IS -322206, DATED 5/2/06. I.E. = 34.27 HORIZONTAL DATUM: ASSUMED VERTICAL DATUM: NA VD 88 CITY OFRENTON APPROVED BY• DATE: �S APPROVED BY: DATE: APPROVED BY: DATE: is Imsim T ENSINNERING CO. P.O. BOX - 1478 EVERETT.) WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO ar INSIGHTENGINEERING.NET SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. 2ND BUILDING REVIEW BRK 06-19-2015 RENTON, WA 98056 BUILDING PERMIT SUBMITTAL BRK 04-06-2015 DESCRIPTION INITIALS DATE TAX ACCOUNT NO.'S: 3344500007 PE&1 ff NO: Ul. W2S18 R. SE 1/49 SW 1/4, SEC. 059 T. 23 N., R.05 E., W. M. Wqs�� LEGACYRENTON tie a DWG FILENAME DESIGNED BY. DATE: SCALE: JOB NO.: 130623 -FIM -MG JRC ' 11-04-2013 l--20' 13-0623 SHEET S j OIITAL • EXISTING FEATURES MAP C1.2 C7� Z G1 x Z CD o � i w n a� z 111 m si �za m ok �Ht:`tyK�O'd F X10 dad 40 �• � ;fir. � ! r !- ��ll��li��111�,_�I►. ___ 1 i �41 f r t F N, POLE ' r ' ' EX FA I; SCALE: 1 " = 20' "w 1 20 10 0 20 40 OVER 40% SLOPE AREAS G' EQUIPMENTAND PROCEDURE BASIS OF BEARING: N 18' 14'33" W BETWEEN FOUND MONUMENTS ALONG LAKE WASHINGTON BOULEVARD NORTH PER REFERENCE 2001 SURVEY. CITY OFREATON BM CITY OF RENTON BM 12177. 3.5" BRASS DISK AT NW CORNER OF CONC. BASE OF SIGNAL BRIDGE AT RIR CROSSING AT N. ENTRANCE OF COULON PARK. ELEV. =37.25 BM INVERT ELEVATION OF N. 8" PVC PIPE IN SSMH 12 (ASPI PT 1 1102) ACCORDING TO AS -BUILT DRAWING IS -322206, DATED 5/2/06. I.E. = 34.27 HORIZONTAL DATUM: ASSUMED VERTICAL DATUM: NA VD 88 CITY OFRENTON APPROVED BY• DATE: �S APPROVED BY: DATE: APPROVED BY: DATE: is Imsim T ENSINNERING CO. P.O. BOX - 1478 EVERETT.) WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO ar INSIGHTENGINEERING.NET SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. 2ND BUILDING REVIEW BRK 06-19-2015 RENTON, WA 98056 BUILDING PERMIT SUBMITTAL BRK 04-06-2015 DESCRIPTION INITIALS DATE TAX ACCOUNT NO.'S: 3344500007 PE&1 ff NO: Ul. W2S18 R. SE 1/49 SW 1/4, SEC. 059 T. 23 N., R.05 E., W. M. Wqs�� LEGACYRENTON tie a DWG FILENAME DESIGNED BY. DATE: SCALE: JOB NO.: 130623 -FIM -MG JRC ' 11-04-2013 l--20' 13-0623 SHEET S j OIITAL • EXISTING FEATURES MAP C1.2 C7� Z G1 x Z CD o � w n a� z 111 m si �za m ok oz v � CD o � w n o �za ok _vAof ��PtV 54, LD c� i 7 WL�, NAt3L_"_ V, VA UL 4- ------------------- -.00,00 SE 114, SW 114, SEC. 05, T 23 N., R.05 E, W.M. KING COUNTY, WASHINGTON SCALE: V = 20' 20 10 0 20 40 T. E. S.C. LEGEND INTERCEPTOR TRENCH wl ROCK CHECK DAM Z X X- CONSTRUCTION FENCE TEMPORARY CONSTRUCTION ENTRANCE PER COR STD 215.10 CATCH BASIN INSERT PROTECTION (TYP.) P PER COR STD 216.30 CLEARING LIMITS CL VE G VEGETATION mu MULCH &IOR STRAW MATTING r. PL PLASTIC COVER R 382004 FLOW ARROW (EX.) UTIL17Y CONFLICT NOTE. - CITY OF RENTON APPROVED BY � n..0 DATE. IIIA's APPROVED DATE: .'4/11(6- I APPROVEDBY. DATE: O' f r -t - -- - y CA UTION. - THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES o WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE o UTILITIES AND SURVE)lNG THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING mu T UTILITY LOCATE 0 1-800-424-5555 POTHOLING ALL OF THE TEMPORARY EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO 4.5 CONSTRUCTION OF FENCE PHYS1rALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON R'0' w xarA 77ON THE UNVERIFIED PUBLIC /NFORA0A1I0N AND ARE SUBJECT TO luslaff 1"INEIRING CO. TO ]HE CITy VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL "goo CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL P.O. BOX - 1478 906 SF PROBLEMS PRIOR TO PROCEEDING WTH CONSTRUC77ON EVERETT, WA 98206 /X PACTEC 20 YARD (425) 303-9363 (425) 303-9362 FAX -'if Vll INFO@INSIGHTENGINEERING.NET "ATERING FILTER CL moo� 4i,)l 6 DISCHARGE TO EX SANITARY SEWER STUB Ai SSMH 54" SS12 A SITE ADDRESS. 1300 LAKE WASHINGTON BOULEVARD N. (KING COUNTY METRO DISCHARGE PERMIT & CITY OF 2 2ND BUILDING REVIEW BRK 08-19-2015 RIM=40.70' RENTON, WA 98056 RENTON GROUND WATER DISCHARGE PERMIT IS I. E 8" PVC N. =34.27' NEEDED.) 1 BUILDING PERMIT SUBMITTAL BRK 04-06-2015 I.E. 8" PVC S. =34.17' <41 - - ------- TAX ACCOUNT NO.'S. 3344500007 REV. NO. DESCRIPTION INITIALS DATE m U15W2518 PERMUNO. . 7 v 7 _7 SE 114, SW 114, SEC. 05 T. 23 N., R.05 E, W.M. y. r: _v\ WAS LEGACY RENTON DW FILE~ DESIGNED BY. DATE. SCALE. JOB NO.: 130623-FINAL.DWG JRC 11-04-2013 1"=20' 13-0623 3" gtiAp SHEET IST NOTE.- ONAL IESCPLAN C2.0 REFER TO . SWPPP INCLUDED IN TIR 90F )e .0 I -solo, 24 '10" _vAof ��PtV 54, LD c� i 7 WL�, NAt3L_"_ V, VA UL 4- ------------------- -.00,00 SE 114, SW 114, SEC. 05, T 23 N., R.05 E, W.M. KING COUNTY, WASHINGTON SCALE: V = 20' 20 10 0 20 40 T. E. S.C. LEGEND INTERCEPTOR TRENCH wl ROCK CHECK DAM Z X X- CONSTRUCTION FENCE TEMPORARY CONSTRUCTION ENTRANCE PER COR STD 215.10 CATCH BASIN INSERT PROTECTION (TYP.) P PER COR STD 216.30 CLEARING LIMITS CL VE G VEGETATION mu MULCH &IOR STRAW MATTING r. PL PLASTIC COVER R 382004 FLOW ARROW (EX.) UTIL17Y CONFLICT NOTE. - CITY OF RENTON APPROVED BY � n..0 DATE. IIIA's APPROVED DATE: .'4/11(6- I APPROVEDBY. DATE: O' f r -t - -- - y CA UTION. - THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES o WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE o UTILITIES AND SURVE)lNG THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING mu T UTILITY LOCATE 0 1-800-424-5555 POTHOLING ALL OF THE TEMPORARY EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO 4.5 CONSTRUCTION OF FENCE PHYS1rALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON R'0' w xarA 77ON THE UNVERIFIED PUBLIC /NFORA0A1I0N AND ARE SUBJECT TO luslaff 1"INEIRING CO. TO ]HE CITy VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL "goo CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL P.O. BOX - 1478 906 SF PROBLEMS PRIOR TO PROCEEDING WTH CONSTRUC77ON EVERETT, WA 98206 /X PACTEC 20 YARD (425) 303-9363 (425) 303-9362 FAX -'if Vll INFO@INSIGHTENGINEERING.NET "ATERING FILTER CL moo� 4i,)l 6 DISCHARGE TO EX SANITARY SEWER STUB Ai SSMH 54" SS12 A SITE ADDRESS. 1300 LAKE WASHINGTON BOULEVARD N. (KING COUNTY METRO DISCHARGE PERMIT & CITY OF 2 2ND BUILDING REVIEW BRK 08-19-2015 RIM=40.70' RENTON, WA 98056 RENTON GROUND WATER DISCHARGE PERMIT IS I. E 8" PVC N. =34.27' NEEDED.) 1 BUILDING PERMIT SUBMITTAL BRK 04-06-2015 I.E. 8" PVC S. =34.17' <41 - - ------- TAX ACCOUNT NO.'S. 3344500007 REV. NO. DESCRIPTION INITIALS DATE m U15W2518 PERMUNO. . 7 v 7 _7 SE 114, SW 114, SEC. 05 T. 23 N., R.05 E, W.M. y. r: _v\ WAS LEGACY RENTON DW FILE~ DESIGNED BY. DATE. SCALE. JOB NO.: 130623-FINAL.DWG JRC 11-04-2013 1"=20' 13-0623 3" gtiAp SHEET IST NOTE.- ONAL IESCPLAN C2.0 REFER TO . SWPPP INCLUDED IN TIR 90F )e .0 I -solo, VLV I V/\ I ILL I I MVI \IV S. C.E. NOTES: 1. SEE ADJACENT DETAIL. 2. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GE07EXTILE SHALL MEET THE FOLLOWING STANDARDS. GRAB TENSILE STRENGTH (ASTM D-4751) .....................200 PSI GRAB TENSILE ELONGATION (ASTM D-4632) ..................30% MAX. MULLEN BURST STRENGTH (ASM D -3786-80A) ........... 400 PSI MIN. AOS (ASTM D-4751)........................................................20-45 (U.S. STANDARD SIEVE SIZE) J. HOG FUEL MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. THE EFFECTIVENESS OF HOG FUEL IS HIGHLY VARIABLE, BUT IT HAS BEEN USED SUCCESSFULLY ON MANY SITES. IT GENERALLY REQUIRES MORE MAINTENANCE THAT QUARRY SPALLS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL 1S NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. HOG FUEL IS PROHIBITED FROM PERMANENT ROADBEDS BECAUSE ORGANICS IN THE SUB -GRADE SOILS CAUSE DIFFICULTIES WITH COMPACTION. 4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. rl�STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE • 1 Know wiwr:blow. CaN Mian you d'q. TTIIITYCONFIICTNOTA'.- ~AUTION. IE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, MENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE ANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL VD VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL CLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 POTHOLING ALL OF THE LISTING UTILITIES AT LOCATIONS OF NEW UTIL17Y CROSSINGS TO PHYSICALLY :RIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS 41OWW ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC FORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, IE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO FSOLVE ALL PROBLEMS PRIOR TO PROCEEDMAIG WITH CONSTRUCTM. SE 1/4, S W 1/4, SEC. OS, T. 23 N., RASE., W. M. KING COUNTY, WASHINGTON JOINTS IN FILTER FABRIC AMATERIAL SHALL BE SPLICED AT POSTS. USE STAPLES OR WIRE RINGS OR EQUMLENT TO ATTACH FABRIC TO POSTS 2 z2" BY 14 GAUGE WIRE OR EQUIVALENT, I - IF STANDARD STRENGTH FABRIC USED ` 2 N :x � 7'77v A Z N 2x4" WOOD POSTS STEEL FENCE POST, REBAR OR EQUIVALENT7-BURY BOTTOM OF FILTER MATERIAL IN MINIMUM 4x4" TRENCH 6' MAXIMUM MAY BE INCREASED TO 8' IF WIRE LACKING IS USED FILTER FABRIC 2 x2" BY 14 GAUGE *IRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED \r \ RESS AREA BACKFILL TRENCH W UH NATIVE SOIL OR 3/4"-1.5" WASHED GRAVEL MMM 4bW 4x4" TRENCH SILT FENCE NOTES: 2 x4" WOOD POSTS STEEL FENCE POST, REBAR OR EQUIVALENT z N I� 1. SEE AD44CENT DETAIL 2. THE GEOTE)MLE USED MUST MEET THE FOLLOWING SPECFIClATKOVS. AOS (ASTM D-4751) 30-100 SIEVE SIZE FOR SILT FILM 50-100 SIEVE SIZE FOR OTHER FABRICS WATER PERANTTMTY (ASTM D-4491) 0.02 SEC —1 M#*" GRAB TENSILE STRENGTH (ASTM D-4632) 18+0 LBS MIN. FOR EXTRA STRENGTH FABRIC 100 LBS AAW. STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D-4632) 30% AIX. ULTRAVIOLET RESISTANCE (ASTM D-4355) 70% ANN. A COPY OF THE MANUFACTURERS' FABRIC SPECIFICATIONS MUST BE AVAILABLE ONSITE 3. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR DM?A STRENGTH FiABtR'1C IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 4. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL BE NO STEEPER THAN 2H. IV rY SILT FENCE DETAIL 2, Nor TO scute ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH 6 MIN. 24" MIN. 2:1 SLOPES A L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION r_4_"*ROCK CIIECK DAM 2, rar TO scup L 2"-4" ROCK B 11 i 1 ,Y�1 2' MIN. DRAINAGE GRATE GRATE FRAME SEDIMENT AND DEBRIS — - - — RECI c C FILTERED WATER ;FY': i i r. t� P tS IN n a n P SECTION VIEW DRAINAGE GRATE 5" MAX. TRIM OVERFLOW BYPASS BELOW INLET GRATE DEVICE NOTES: 1. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORM VAATER STRUCTURE IT WILL SERVICE 2. THE BIGD SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 3. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 4. PERFORM IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 5. TRIM EXCESS FABRIC FROM INSERT TO 2 INCHES FROM FRAME, AS PER MANUFACTURER'S RECOMMENDATIONS. r_3_"CATCH BASIN FILTER 2 NOT TO SCALE z 2:1 MAX SLOPE iv LEVEL; r BOTTOM ,x SWALE SPACING DEPENDS ON SLOPE GRADIENT (�_S INTERCEPTOR SWALE WNOT TO scuE =M (TYP.) 2 2N0 BUILDMIG RENEW BRK 1 BUM.DMIG PERMIT SUBMITTAL BRK REV. N0. DESCRIPTION INITIALS tit 36499 4,q ��►GISTV, 1 sI OVAL ti CITY OF RENTON APPROVED BY: � DATE: �� S APPROVED BY: DATE: a (I U APPROVED BY: DATE: iMLA" lomml ilm co. P.O. BOX - 1478 EVERETT) WA 98206 (425) 303-9363 (425) 303-9362 FAX R*41F0 INSIGHTENGINEERWG.NET SITE ADDRESS. 1300 LAKE WASHINGTON BOULEVARD N. 08-19-201 RENTON, WA 98056 04-06-2015 DATE TAX ACCOUNT NO.'S: 3344500007 PERWT NO: UI5002S1 & SE 1/4, SW 1/4, SEC. 059 T. 23 N., R.OS E., W.M. LEGACYRENTON MD*V FILEN01E DESIGNED BY. DATE. Ste: JOB NO.: 1306273-1`11144LDWIG JRC 11-04-2013 N.T.S. 13-0623 SHEEP TESC DETAILS I C2.11 D ,_„ 3 D z i � C o n 1 Z m z O D +m m m 6 D D ,_„ 3 D �a i � Z o n 1 Z m r Z O D zN ,_„ 3 00 r Z �a CD 1 �. o n 1 y � r Z O a zN -5,Z' 1, i-' 17 ' SE 114� S W 14 SEC. OS T. 23 N./ R.OS E. W.M._ - ry DING COUNTY, WASH17VGTON �x o- �5 { z ) EX FA V r� - x oil iJy _ z c !' -, ,. T'.' -at r e err•-• yr, k - - i V'."A av C C S B ,r , y v4 u ,y _ /V L 14 :{ • frr '_ Ili _ I—,1 7 z —V `A Y .i .- 6' . �PL--'.. .,.__ N `L r� SCALE. V 20 o} y. 44, , t -' n 20 10 0 20 40 SOIL NAIL WALL (DESIGNED BY OTHERS) CIL OF R/W CIL OF RD r 4.5' OF R. 0• w ocurT/0 TO rHr N Cl --_806 Sr SSMH 54" — SS12 RIM=40.70' LE. 8" PVC N.=34.27' I.E. 8" PVC S.=34.17' UTIMIYCONFLICT NOTE. - CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. ARCHITECTS PLANS , �5 { z ) CIL OF R/W CIL OF RD r 4.5' OF R. 0• w ocurT/0 TO rHr N Cl --_806 Sr SSMH 54" — SS12 RIM=40.70' LE. 8" PVC N.=34.27' I.E. 8" PVC S.=34.17' UTIMIYCONFLICT NOTE. - CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. P/L 8' 8' PLANTER SIDEWALK 3, i .ki \1/ I - llaa BLOCK WALL (2' HIGH) 2:1 MAX. DRAIN 4:1 MAX. -� SLOPE (SEE PLUMBING PLAN SLOPELj FOR PIPE DETAIL) 4" PVC DRAIN PIPE a % 1 % i— 4" THICK CONCRETE PATIO BLOCK WALL (1.5' HIGH) 1 SECTIONA A 3 NOT TO SCALE .. ,moi: '�'. ., •` ..': �, '�"�— , ARCHITECTS PLANS , �5 359 V r� r iJy r e P/L 8' 8' PLANTER SIDEWALK 3, i .ki \1/ I - llaa BLOCK WALL (2' HIGH) 2:1 MAX. DRAIN 4:1 MAX. -� SLOPE (SEE PLUMBING PLAN SLOPELj FOR PIPE DETAIL) 4" PVC DRAIN PIPE a % 1 % i— 4" THICK CONCRETE PATIO BLOCK WALL (1.5' HIGH) 1 SECTIONA A 3 NOT TO SCALE .. ,moi: '�'. ., •` ..': �, '�"�— , • • Know what's blow. CIM belo om you dig. UTILITY CONFLICTNOTE.- CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST, LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. BoNos.R,R,, SE 1/4, S W 1/4, SEC. 05,9 T. 23 N., R. 05 E., W, M. KING COUNTY, WASHINGTON r SITTING WALL_ -- DESIGNED 8Y OTHERS) _a ------ `�, X 1Z x. �j �_41 xj," SCALE: I" = 10' 10 5 0 10 20 CITY OF RENTON APPROVED BY.AA U Hkz DATE:e V71 g I� Gir APPROVED BY: DATE: rl VED BY: DATE. - ---- -- 2ND BUILDING REVIEW BRK 08-19-201, - - - BUILDING PERMIT SUBMITTAL BRK 04-06-201 REV. N0. I DESCRIPTION INITIALS DATE R-381001 1. 1 o ovifo" lKslo SIT IN•INNIRIN• Co. P.O. BOX - 1478 EVERETT.) WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@ INSIGHTENGINEERING.NET SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 TAX ACCOUNT NO.'S: 3344500007 PERMIT NO: 015002518 SE 1/49 SW 1/4, SEC. OS, T. 23 N., R. 05 E., W. M. LEGACYRENTON DWG FILENAME DESIGNED BY. DATE: SCALE: JOB NO.: 1.i0623-FlNAL.DWG JRC 11-04-2013 1"=20' 13-0623 SHEEP GRADING PLAN C3.1 i �� 6-7 z� r, rn �-Nop, SE 1/4, S W 1/4, SEC. 05,9 T. 23 N., R. 05 E., W, M. KING COUNTY, WASHINGTON r SITTING WALL_ -- DESIGNED 8Y OTHERS) _a ------ `�, X 1Z x. �j �_41 xj," SCALE: I" = 10' 10 5 0 10 20 CITY OF RENTON APPROVED BY.AA U Hkz DATE:e V71 g I� Gir APPROVED BY: DATE: rl VED BY: DATE. - ---- -- 2ND BUILDING REVIEW BRK 08-19-201, - - - BUILDING PERMIT SUBMITTAL BRK 04-06-201 REV. N0. I DESCRIPTION INITIALS DATE R-381001 1. 1 o ovifo" lKslo SIT IN•INNIRIN• Co. P.O. BOX - 1478 EVERETT.) WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@ INSIGHTENGINEERING.NET SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 TAX ACCOUNT NO.'S: 3344500007 PERMIT NO: 015002518 SE 1/49 SW 1/4, SEC. OS, T. 23 N., R. 05 E., W. M. LEGACYRENTON DWG FILENAME DESIGNED BY. DATE: SCALE: JOB NO.: 1.i0623-FlNAL.DWG JRC 11-04-2013 1"=20' 13-0623 SHEEP GRADING PLAN C3.1 i �� 6-7 SE 1/4, S W 1/4, SEC. 05.1, T. 23 N., R. 05 E., W. M. KING COUNTY, WASHINGTON Y • \ r JE. 39.33, 8 0+, . w .. • ,� + = • + — — — ''.� " d .- + s '. + • + :Kai.' • + + •�..� • .� ---.... __ .. -' -- - --... - -- --7 2 4.5r +• +'+++.+. r+.. .+•'. + • INTEGRAL OF •o.w +�^•:++.•w+ *••+.•.•.•' CURBING S. r4T/QN • Q - • ... + , :+ • • + CB#� (PUBLIC) SEE PLIV91NG TO NE CI1y TM,s • • _ • • - • + ++.� . DRAIN •+ • -''. -�-+ • TYPE 2-48 PLAN P 1 1 FOR W8 SF + • `• • & PIPE DETAIL SEE ARCHITECTS PLAN . • ` • , FF' W/ SOLID LOCKING LID TO BE CONNECTED TO FOR GRADES ON TOP OF B1 RIM: 43.23 SLAB DOF D NS \\ R RAI 4" =IE: 32.98 (120.."LCPE, S) (PUBLIC) • SSMH 5 — SS#2 RIM=40.70' `. — IE: 32.98 (12"0, LCPE, E) (PUBLIC) • 1.E. 8" PVC N. =34.27' -_ IE: 38.00(12 "�LCPENE(PUBLIC)LE. 8" PVC S.=34.17' ) r Know what's WOW. 4 - ---- -----Y its L r r fV ;. � PF r Call �you dig. UTILITYCONFLICT NOTE.• (�_] SWALESECTION IC -4.0 NOT TO SCALE UNIECO—STONE POROUS PAVERS OR APPROVED EQUIVALENT TO BE BACK FILL CRACKS USED FOR THE WALKWAYS w/ #8 CRUSHED INSTALLED PER MANUFACTURE'S RECOMMENDA TIONS BEDDING LA YER #8* CRUSHED SURFACING - Y° COMPACTED INTO BASE COURSE 2" NO. 57* CRUSHED SUB—BASE COURSE Do w/90% MIN. FRACTURED FACE D 6 " SUBBASE COMPACTED T 90% \-MIRAFI FILTER WEAVE FW400 WRAP BOTTOM AND SIDES PERMEABLE INTERLOCKING CONCRETE PAVERS 4. NOTE. - ASTM NO. 89 CRUSHED STONE OR FINER MATERIAL MAY BE REQUIRED TO FILL NARROW JOINTS BETWEEN INTERLOCKING CONCRETE PAVER SHAPES. TABLE I TABLE2 REQUIREMENT FOR ASTM N0. 57 E ff1112 PERCENT PASSING (37.5mm) 100 1 in. (25mm) 95 TO 100 1/2 in. (12.5mm) 25 TO 60 NO. 4 (4.75mm) 0 TO 10 NO. 8 2.36mm 0 TO 5 REQUIREMENT FOR ASTM NO. 8 E ff PERCENT PASSING 12.5mm) 100 3/8 in. (9.5mm) 85 TO 100 NO. 4 (4.75mm) 10 TO 30 NO. 8 (2.36mm) 0 TO 10 NO. 16 1.16mm 0 TO 5 PERMEABLE PA VERS NOTES: 1. THE LANDSCAPING SHALL BE MAINTAINED TO INSURE THAT FINES DO NOT LEAVE THE LANDSCAPE AREA AND REACH THE PERMEABLE ASPALT. 2. EXPERIENCED CONTRACTOR WHO HOLD A CURRENT BASIC LEVEL CERTIFICATE IN THE ICP/ CONTRACTOR CERTIFICATION PROGRAM MUST PERFORMED INSTALLATION. J. CRUSHED STONE CONFORMING TO ASTM C 33 NO. 57. GRADATION SHOULD CONFORM TO TABLE 1 ABOVE: ASTM C 33 NO. 8 CRUSHED STONE PER THE GRADATION SHOWN IN TABLE 2 ABOVE FLOW CONTROL BMP: THE FLOW CONTROL BMP REQUIREMENT WILL BE MET BY PROVIDING THE FOLLOWING BMP'S: - 1,150 SF VEGETATED ROOF PER SECTION C.2.8 - 1,950 SF OF PERMEABLE PAVERS PER SECTION C.2.6 TOTAL FLOW CONTROL BMP AREA REQUIRED = 3,006 SF TOTAL FLOW CONTROL BMP AREA PROVIDED = 3,100 SF )VOTES. - 1. ALL PROPOSED CATCH BASINS ARE TYPE 1 WITH GRATED LOCKING LID UNLESS OTHERWISE SPECIFIED. CITY OFRENTON ArreovEner: wPr,F - DA TE. W41� APPROVED BY: A11A DATE: APPROVED BY: DATE: Z. FOOTING DRAINS FOR BUILDING SHALL BE CONNECTED i Nf im" I N•i N N t RI N• CO. TO THE PUBLIC STORANVAT ER SYSTEM AND S11ALL NOT BE CONNECTED TO DETENTION SYSTEM. P.O. BOX — 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX SCALE: 1 — 20' INFO@ INSIGHTENGINEERING.NET SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. 2 2ND BUILDING REVIEW BRK 08-19-2015 RENTON, WA 98056 20 10 0 20 40 1 BUILDING PERMIT SUBMITTAL BRK 04-06-2015 REV. N0. DESCRIPTION INITIALS DATE TAX ACCOUNT NO.'S: 3344500007 PERMIT'NO: U15002518 L R ti En s IISTE�Gti 0I11AL SE 1/49 SW 1/4, SEC. OS, T. 23 N., R. 05 E., W. M. LEGACYRENTON DWG FILENAME DESIGNED BY* DATE. • SCALE: JOB NO.: 130623—FlNAL.DiYG JRC 11-04-2013 1"=20' 13-0623 SHEET ROAD AND DRAINAGE PLAN C-,r.o a5 :n CA 1) C,�r z o� C z THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, 7� DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE m m !_� PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL W Z OO INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 POTHOLING ALL OF THE f>' EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY F.., EX. F.H. VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO L R ti En s IISTE�Gti 0I11AL SE 1/49 SW 1/4, SEC. OS, T. 23 N., R. 05 E., W. M. LEGACYRENTON DWG FILENAME DESIGNED BY* DATE. • SCALE: JOB NO.: 130623—FlNAL.DiYG JRC 11-04-2013 1"=20' 13-0623 SHEET ROAD AND DRAINAGE PLAN C-,r.o a5 :n 00 rz C,�r z o� C z Y' 7� m m !_� 8 Z Z C 3 m w 00 rz C,�r o� 1 z y zN w 00 _T3 -Ti o-+' n n Q) Q) i Know west's b*IOW. bdt you dig. UTILITT CONFLICT NOTE. • CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. BON)? CB#1 RML• 45.5 IE: 41.0 SE 1/4, S W 1/4, SEC. OS, T. 23 N., R. 05 E., W. M. KING COUNTY, WASHINGTON (SEE PLUMW4G PLAN P1.P1 FOR CONNECTION) R-381009 -WT=vp 1. 4000 l� SCALE: I" = 10' 10 5 0 10 20 NOTES: 1. ALL PROPOSED CATCH BASINS ARE TYPE 1 WITH GRATED LOCKING LID UNLESS OTHERWISE SPECIFIED PER COR STD 200.00 AND INSTALLED PER COR STD 202.00. 2. OIL/WATER SEPARATOR SHALL BE LOCATED IN PARKING GARAGE. SEE PLUMBING PLAN PO.P2 FOR LOCATION AND PLAN P3.0 FOR SPECIFICATION. CITY OF RENTQN APPROVEDB / DATE: c/ w bf - APPROVED BY: !�N DATE: 1� ISS APPROVED BY: DATE: 2 2ND BUILDING REVIEW D BRK 08-19-201 1 BUILDING PERMIT SUBMITTAL w y 00 BRK 04-06-201 REV. N0. I DESCRIPTION - D I INITIALS I DATE INsliMi opmNovalNO CO• P.O. BOX - 1478 EVERETT, SVA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@ INSIGHTENGINEERING.NET SITE ADDRESS 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 TAX ACCOUNT NO.'S: 3344500007 PERMIT NO: UISOi02518 SE 1/4, SW 1/4, SEC. OS, T. 23 N., R. 05 E., W. M. LEGACYRENTON DWG FlLENrWE DESIGNED BY: DATE. • SCALE: JOB NO.: 130623-FINAL.DWf JRC 11-04-2013 1"=20• 13-0623 SHEET DRAINAGE PLAN I C4.1 1. - D 8 t� w y 00 �� rz c - D CD V n Ii5 Q CD C C ^ z D D 8 t� w y 00 �� rz T � CD V Q CD C C C � Z O O k� D 8 iUMP SOLID LID ' iS MANHOLE v \�- ROOF DRAIN v INLET v ° a 15.00' \ 8" INLET FROM CB#1 IE: 4 1. 0 I I 24"0 SOLID LID ACCESS MANHOLE v I I �' ---- 39.94' DETEAWON VAULT 33.82' 21.11' VAULT DEMENSIONS SCALE.17- 10' o v ° 13. 1 .1. SCALE: I" = 10' I NEEL-JEEL- 09 10 5 0 10 20 24'"0 SOLID LID 2/4" FRAME & LEVELING BRICKS TOP OF PT SLAB (SEE LARCHITECT PLANS FOR ELEVATONS) EL 44.3 RESTRICTOR F OW L RIC R s ---------- (SEE DETAIL 1/C4.2) ---------I00YR. EL=43.8--------------------- ----------- 10YR. EL=41.84------------------------------- - u '`� DRAIN PER 8" ROOF DRAIN ARCHITECT PLANS IE4 1. 0---------------------------------- _ 2YR. EL=38.69-------- HANDHOLD STEPS OR LADDER (SEE KCRS DWG 2-006) i� o- 5 -------DEAD STORAGE. ------------------- ----- IE OUT=33.25 �N - - 6" PERFORATED z WALL DRAIN 4' `N IT VA T Tl T Q PrTTfIV A_ e SCALE: 1`_5' DETENTION SUMMARY CHART ORM LIVE STORAGE VOLUME (CF) DEAD STORAGE VOLUME (CF) v ENT REQUIRED DESIGNED AS -BUILT REQUIRED DESIGNED a. REQUIRED a AS -BUILT EAR 4,477 4,513 ON 10 3/8" BOLT CIRCLE - 400 0.02 0.02 O TEAR 6,972 7,033 O �� - 400 ' 0.04 a04 ° -YEAR 8,529 4v WALL DRAIN - 400 4 v. 0.06 a --I v v \�- ROOF DRAIN v INLET v ° a 15.00' \ 8" INLET FROM CB#1 IE: 4 1. 0 I I 24"0 SOLID LID ACCESS MANHOLE v I I �' ---- 39.94' DETEAWON VAULT 33.82' 21.11' VAULT DEMENSIONS SCALE.17- 10' o v ° 13. 1 .1. SCALE: I" = 10' I NEEL-JEEL- 09 10 5 0 10 20 24'"0 SOLID LID 2/4" FRAME & LEVELING BRICKS TOP OF PT SLAB (SEE LARCHITECT PLANS FOR ELEVATONS) EL 44.3 RESTRICTOR F OW L RIC R s ---------- (SEE DETAIL 1/C4.2) ---------I00YR. EL=43.8--------------------- ----------- 10YR. EL=41.84------------------------------- - u '`� DRAIN PER 8" ROOF DRAIN ARCHITECT PLANS IE4 1. 0---------------------------------- _ 2YR. EL=38.69-------- HANDHOLD STEPS OR LADDER (SEE KCRS DWG 2-006) i� o- 5 -------DEAD STORAGE. ------------------- ----- IE OUT=33.25 �N - - 6" PERFORATED z WALL DRAIN 4' `N IT VA T Tl T Q PrTTfIV A_ e SCALE: 1`_5' DETENTION SUMMARY CHART ORM LIVE STORAGE VOLUME (CF) DEAD STORAGE VOLUME (CF) RELEASE RATE (CFAs) ENT REQUIRED DESIGNED AS -BUILT REQUIRED DESIGNED AS -BUILT REQUIRED DESIGNED AS -BUILT EAR 4,477 4,513 ON 10 3/8" BOLT CIRCLE - 400 0.02 0.02 O TEAR 6,972 7,033 O �� - 400 ' 0.04 a04 O �, -YEAR 8,529 8,601 WALL DRAIN - 400 4 0.06 0.06 TOP OF PT SLAB (SEE ARCHITECT PLANS FOR SE 1/4, S W 1/4, SEC. O5, T. 23 N., RASE., W. M. KING COUNTY, WASHINGTON MAXDWLW OPENING OF GATE HANDLE w/LOCK PIN LIFT HANDLE SHALL BE u ATTACHED PER DJUSTABLE MANUFACTURER HOOK O RECOMMENDATIONS./LOCK fLAOCK SCREW ALTERNATES ARE ACCEPTABLE PROVIDED MATERIAL SPECIFICATIONS ARE MET AND FLANGE BOLT PATTERN MATCHES SIX EVENLY SPACED HOLES ARCHITECT PLANS ____ ON 10 3/8" BOLT CIRCLE FOR BOLTING TO FLANGE CONNECTION. LADDER (SEE KCRS DWG O 2-006) 8" INLET FROM CBJ 1 O �� �, O 4 ' LEVEL LINE , O �, ,�O - WALL DRAIN O O 4 FRONT SIDE 2 CLEANOUT/ SHEAR GATE 4 NOT TO SCALE • 2470 SOLID LID 2/4" FRAME & LEVELING BRICKS ELEVAT06 S a nn n a n "p "a n. c. Gn :.ti n cn n an - an n a -n a Wn FLOW RESTRICTOR = n z EL=44.3 c . (SEE DETAIL 1/C4.2) �Z -------Y _ -100YR. EL=43.8----------- m m DRA1N PER - - --------- OYR. EL=41.84------------ ARCHITECT PLANS ____ HANDHOLD STEPS OR _ ---------2YR. EL=3 .----------- LADDER (SEE KCRS DWG ' 2-006) 8" INLET FROM CBJ 1 IE 41.0 IE OUT=33.25 -------- DEAD STORAGE 33.25 -------- 6' PERFORATED 5-�M�M. 0 5% MIN - WALL DRAIN 4 VAULT SECTIONB B SCALE: 1`5' 6" ELBOW -� RESTRICTOR, EL=41.75 ORIFICE DIA. =0.92" SEE DETAIL PIPE SUPPORTS. NO. AS REQ'D 3"X 0.9 GA. BOLT OR IMBEDDED 23" (MIN.) IN C. B. WALL ® 3' (MAX) SPACING. MIN. 1' SUPPORT EL=33.25 ORIFICE 11 = 0.56" DIA EL=31.25 RESTRICTOR PLATE TO • ' BE SHARP EDGED. SHOP DRILLED Z REMOVABLE WATERTIGHT w 3i COUPLING OR FLANGE - -O.F. EL=44.0 -� - - - POLYPROPYLENE SAFETY STEPS AND LADDER 6 A�1AX. 0 PLATE WELDED TO E 0 w/ORIFICE AS SPECIFlED 1.5 X D CLEANOUT/SHEAR 2 GATE C4• x �? 12 0 SD o o � - 0 _ N N 4' 1 FLOW RESC7RICTOR �C4.2) SCALE: 1 "=2' flow _ 5+'• 1 • M1 C•` �iGf�fY Aft r A'f�li ipl, P L.^ Nd vl�w r s -c I"&:ocean .vsit INTI tirLxcir 1 c•.j W t,aa imecr. �: J� 1 JI'°� � i •,-..�,. , � ,. ,. . ,. I • III , I I � , ' I �.. Jwc 2 •v.b. - ii � k f ' :j039 s- :cc 2- Svc I Lo � 1 r-wT. �• �.ltys ,� iii � � �� ..y r f. (►,t.� rrl�ll r't�?ar� 1' 4 Y� t c _ 1 Vit' - 1f �!!yr • 1Xr � � rrl''MI1uR' NTS MaTESC 1. All ii ! a) tm Is i i nml ..#_ ..ti• • usItx• Sm: j :,a• h: -ruslke y-ar 0 taJ a d sLhe l r ou.cd (Troamr1 1 o- bc•.Iu-,. 2_ -ovlde water stop at all cast In -clave ccnst-_ctbn .,�Init;_ en c. al va(111.. -a11 h.=vr rl �,prnvei �-t r grjckat nyoe-. 1 rxrl ,x 1 f' kviriin -ru 4 L%r -furvix"aink: fir's. _ .1-afat ricatad -taint ae3dons ra%- re.u re at--mir91 {-ocMc3d.3ns uup watt b x 1 G a _ttd k� civet -vatln vatk. AllewrbivOl. taws Lv:, prvvided via a -4.W Vuul'i , a v es +: •�Y�,rt_ hu .%jj vp jR wear: rn.g t re-A41hin tAr a! an 0ccers,-)K ?�_ !` ,i t+:�tr�=� �i�rtlr: ;4ii!w:r��x, Itrt- te.�-• ���rl��� 1ra�rr� -r� � Iw k.K�elr�r! r.r�rl�s��lr. IFr. M�r�n;� ��rrrrs�. A Lorna 11valy m Jltl�de stanrzard loAna rr=anP-ole ouvars may be proAdvd. SawAN of r--a-hab r:r.Yrr�s �rrrl :>-'?fowl l wWPm n•j Iir;irI-'x,� 111;(xr (Ally In'. I;fuAAmI a. Iiv! cit C :,kiu .rxw it kI *u - r3_ TYPICAL DETENTION VAULT �ci-o NOT TO SCALE � R � WAs� 36499 4 ISTE ssI0NAL G A now what's below. Call b you dig. UTILITY CONFLICT NOTE.• CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CITY OF RENTON APPROVED BY DATE: '1 «I S APPROVED BDATE: APPROVEDBY. DATE: 2 2ND BUILDING REVIEW BRK 08-19-201 1 BUILDING PERMIT SUBMITTAL BRK 04-06-201 REV. NO. DESCRIPTION INITIALS DATE INfISMT iN4NNiERINi CO. P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@INSIGHTENGINEERING.NET FS/TERESS 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 TAX ACCOUNT NO.'S: 3344500007 PERMIT NO: 015002518 SE 1/49 SW 1/4, SEC. OS, T. 23 N., R. 05 E., W. M. LEGACY RENTON DWG FILENAME EDESIGNED BY- DATE SCALE: JOB NO.: 130623-FINAL.DWG 11-04-2013 1"=10' 13-0623 SHEET DETENTIONPLAN C4.Z AND DETAILS W 'D ch D A Z z m D v �i z c 3 03m D L m z c �Z m m D W 'D ch D A Z z m D v �i z c 3 03m D L m SE 1/4, S W 1/4, SEC. O5, T. 23 N., R. 05 E., W. M. KING COUNTY, WASIQLGTON SCALE: 1" = 20' MM6 1 20 10 0 20 40 CB#3 (PUBLIC) STA: 2+76.72, 17-L RMI. 44.00 IE: 39.00, 12'0 IE: 39.33, 810 (CONTRACTOR TO FIELD vERrtY DEPTH & LOCATION OF MANN IMUER AMI N. F COWILICTS ARISE USE CONOWT WffT FER Gore STA) 40 30 EX. CB#S W/ SALAD LOCOW LAD STA: 5+02.76, 171 RIM: 35.70 IE: 31.12 13+00 ►t. .�c.w +c s, wry, a/trv�vJ IE: 32.98 (12"0, LCPE, E) (PUBLIC) IE: 38.00 (12"0, LCPE, NE) (PUBLIC) ER R = = EX. SS H #3 T f 'l ^ +)V 'L, 26.5 74 R-381 ___ 0 • 1 unow wwr: bMow. CaN bdore you aq. UTILI77'CONFLICTNOTE.• PAVEMENT RESTORATION AS PER THE CITY OF RENTON STANDARD TRENCH RESTORATION AND PAVEMENT OVERLAY STANDARDS WILL BE APPLICABLE. TRENCHES (RQAD CROSSINGS): A) THE MINIMUM WIDTH OF A TRANSVERSE PATCH (ROAD CROSSING) SHALL BE SIX AND ONE-HALF FEET (6.5). SEE CITY OF RENTON STANDARD PLAN DRAWING IHR -23 (SP PAGE: H032A). B) ANY AFFECTED LANE WILL BE GROUND DOWN TWO INCHES (2") AND PAVED FOR THE ENTIRE WIDTH OF THE LANE. C) THE PATCH SHALL BE A MINIMUM OF ONE FOOT (1 ) BEYOND THE EXCAVATION AND PATCH LENGTH SHALL BE A MINIMUM OF AN ENTIRE TRAVELED LANE. D) IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. E) AN AREA INCLUDING THE TRENCH AND ONE FOOT (1 ) ON EACH SIDE OF THE TRENCH BUT NOT LESS THAN SIX AND ONE-HALF FEET (6.5') TOTAL FOR THE ENTIRE WIDTH OF THE AFFECTED TRAVELED LANES WILL BE GROUND DOWN TO A DEPTH OF TWO INCHES (2"). A TWO-INCH (2") OVERLAY OF CLASS B ASPHALT WILL BE APPLIED PER CITY STANDARDS. TRENCHES RUNNING PARALLEL WITH THE STREET.• A) THE MINIMUM WIDTH OF A LONGITUDINAL PATCH SHALL BE FOUR AND ONE-HALF FEET (4.5). SEE CITY OF RENTON STANDARD PLAN DRAWING IHR -05 (SP PAGE H032). B) IF THE TRENCHING IS WITHIN A SINGLE TRAVELED LANE, AN ENTIRE LANE -WIDTH OVERLAY WILL BE REQUIRED. C) IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LAND AFFECTED WILL BE OVERLAID. D) IF THE TRENCHING IS GREATER THAN OR EQUAL TO 30% OF LANE PER BLOCK (660 FOOT MAXIMUM BLOCK LENGTH), OR IF THE TOTAL PATCHES EXCEED 12 PER BLOCK, THEN THE LANES AFFECTED WILL BE OVERLAID. MINIMUM OVERLAY SHALL INCLUDE ALL PATCHES WITHIN THE BLOCK SECTION. E) THE ENTIRE TRAVELED LANE WIDTH FOR THE LENGTH OF THE TRENCH AND AN ADDITIONAL TEN FEET (10) AT EACH END OF THE TRENCH WILL BE GROUND DOWN TO A DEPTH OF TWO INCHES (2"). A TWO-INCH (2-) OVERLAY OF CLASS B WILL BE APPLIED PER CITY STANDARDS. CAUTION.- THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE O 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSING_ S TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 11 R k I S T E G Sj oNAL i -oJr--1 A appoe NOTES: 1. ALL PROPOSED CATCH BASINS ARE TYPE 1 WITH GRATED LOCKING LID UNLESS OTHERWISE SPECIFIED PER COR STD 200.00 AND INSTALLED PER COR STD 202.00 2. ETHOFQAM PAD WILL BE PROVIDED IF VERTICAL SEPARATION BETWEEN UTILITY PIPES AT CROSSINGS IS LESS THAN 12 INCHES. CTlY OF RENTON APPROVED BY� DATE: APPROVED BY- L� DATE: 9h I lS APPROVED BY. DATE. 2 2ND BUILDING REVIEW BRK 08-19-201 1 BUILDING PERMIT SUBMITTAL BRK 04-06-201 REV. NO. DESCRIPTION INITIALS DATE 1NSI"T 1"ININKING CO. P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@INSIGHTENGI EERING.NET SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 TAX ACCOUNT NO.'S: 3344500007 PERMIT NO: UI 5002518 FSE 1149 SW 114, SEC. OS, T. 23 N., R.05 E., W.M. LEGACYRENTON DWG FILENAME DESIGNED BY: DATE: SCALE: JOB NO.: 130623-FINAL.DWG JRC 11-04-2013 1"20' 13-0623 SHEET OFFSITE DRAINAGE PLAN C4.3 & PROFME D < z 8 c Jl - Uz m m CD m D x [ \ c D 8 o Z CD W CD L x [ \ z 0 �C bd C o- y � z m z m m D D 8 o Z CD W CD C� 0 �C bd y � z D 8 W PROTECT POWER POLE DURING INSTALLATION REFER TO STD. D FOR ALL PAVEM0 ALONG LAKE WAS � iz END CURB, GUTTER — CURBING AT CATCH BASIN PER COR STD 10 1. 1 30' R.O.W. rrI " •U5-0 rri BNoRo Q oR coo 00 J 3s4 DRIVEWAY ENTRANCE PER COR STD 104.4 30' EX. R.O. W. Ir A 77F'7 VVY A eV 777M A 7' 71 T Y ;FYN A 7' F% IF A> r WASHINGTON BLVD. N. (SECTIONX-XJ NOT TO SCALE NEIGHBORHOOD COLLECTOR rTN� ASPHALT RAMP DETAIL (TYR) lq-y NOT TO SCALE ----ASPHALT AITCH EXISTING GRWE Q17 1149 SWIM, SEC. 059 T 23 X R.05 E., W.M. QO- KING COUNTY, WASHINGTON _ _ 00 cl) 0i cl) WASHINGTON BLVD. N. (SECTIONX-XJ NOT TO SCALE NEIGHBORHOOD COLLECTOR rTN� ASPHALT RAMP DETAIL (TYR) lq-y NOT TO SCALE ----ASPHALT AITCH EXISTING GRWE Q17 1149 SWIM, SEC. 059 T 23 X R.05 E., W.M. KING COUNTY, WASHINGTON _ _ 00 cl) 0i cl) 4 - EX. MAILBOX TO REMAIN 0 OR BE RESTORED 4� 01 O -n TO Q , (j) CONNECT TO EX. SIDEWALK STA: 1+52.72 Q) 7 w W 0+00 4 4 1+00 7 T 1 N3 N,) Q0 tot *Wool" 4 *Wool', oo al: F-1 AL:, — ------ ---- JIL Qj z , N) Qrl z*,, Crl 4�1 Qrl 0, ALI 5, , ;EE CONTPACTi 1404)N 2 W R ,G CURB NC)T INCLUUF-U IN 810 ITEM - SEE RAISED EDGE 3 1) 4N; PREMOLDED 1 -0 SOL -WALK DETAIL - THIS SHEET jOINT rILLER ALL CUI MIS (SEE CONTRACTi. SLOB -ES U2 1N) R. (r(P. WITH RAISED EDGE C-* iJRB NOT INN -LUDED IN BIQ iT Em. - 34" Ot 11011"Aoum •FAD GLADE 4 0W BELOW JOINT FAA" TOP OF CO"CRETE SAFACE -C SIDEWALK ADJACENT TO CURB MIN- (SEE CONTRACT) 112" tIM R- (TYP.) CURB NOT INCLUDED IN 810 ITEM, - 15% 318 ORK)GE OR PEDESTRIAN PREMOLDED WALL OR BARRIER RAILING JOINT FILLeR ADJACENT TO CURB BARRIER - SEE SIDEVW" (STEEP FILL SLOPES, CONTRACT PLANS (WE CQN1`lt Fn WALL Ok BARWR V" (IN- R MID. FL .i( CURB NOT INCLUDED IN BID ITEM - i SJOEWALK 1-2 1*11 R VERTICAL WAL-I - w ift 119161MILDEM SEE DETAIL JOINT FILLER M&.1 :jo 4 ADJACENT TO CUREAND RANLING OR WALL I11- Of* PREWLDIED JO#N7 FILLER SIDEWALK "FER STRIP (SEE CONTRACT) "Sm Nm 101 IWI R, SIDEWALK ADJACENT TO WALL DETAIL 01111111 NOT INCLAMED IN SO IT&A - LEVEL 12 (Ift, R FINISHED GRADE I - (ift) SKOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH W PAVED 0" I if*R ADJACENT TO BUFFER STRIP "4 BROOMED F1141-bm 0 4 WIDE..SMOOTH o 4' TROWELED PERIMETER RAISED EDGE DETAIL 2, "w r EXTEND S#MWALK TRANSVERSE TS TO INCLUDE RAISED EDGE CNAINTCONCRETFCtm (Ct= AM CRITIM SMOWN NOT INCLUDED IN BID ITEM For NOTES see STD PLAN 104.2. Paved surfaces must comply *0 STD PLAN 102.1 as appkable 34z `141-70 114 ---pFjACTmjO6NT llwow" ONLY 9 V Ila ro Rim AM smewALK SEE STD FtAA 101 1 a PREMOLDED XWr AND nNAH JONY FILLER OE7TAL E EXPANSION JOINT C CONTRACTION JOINT PUBLIC WORKS cm no iir CAFE TE A I O�'E DEPARTMENT 112 / :� I Af ��CEMENT CONCRETE SIDEWALK NOT TO SCALE SCALE: I"= 20' 20 10 0 20 40 POURED CONCRETE CURB R-3810 12 T L -WATER PROOF 8ARRAER PT SLAB POURED CURB 5.0 NOT TO SCALE KN "'Alp -10 11.1E rlet�TMtssN��l� TVPF. C26 - 00� I riw VEW faiall - - Vw I oupp" NOM I. V*wa ddwoAmp wift =womb 15ftK cow ahAdoo opol in, ym 3w "a Nor ft 0 bw ..ft coilimmin as d at It nm*mm ifrrrll 6 whm ON me) wwo I Sw old. plan 102 filar ddowok d@WL 3. Curb and VAw shwAm. obor owb dNriprw m" be qmAwd. Sm aid. pkin W far owb d"L 4. Not used. 5. The eqonwwM doll oN thlowways lokchdo domdn - std Pak* modod W. M iiis Nosom we d vo be* of QW6 top an S. Not UNW. 7. For VPd@w miiI DFW4EV$AY STANDAMB (ft@N=10j.Tft*mVm In 0ft(9w#ApbniM*Mb* "Now w shown In to ompmpo bol - Ole vlow. CEREWCOPSNEW cumagurm im "m 3) FACE OFOM alEMnOLMDET#A 4) 6 Iff to T"as"RET a M T V ON 0 JOINT Wo PLAN "a Iff It TWOF MM ONVOMYLONRITUDROL40411040ION i0mrism"MILWFULLOMPT" DEI IWAIM111311WIMMMMMER DETAIL 8- Gkpm dW oow4* vft aoe do RIMMI or RIGLU or OF ADJACW CLM R30$Jt3 of to 2mbW D" Ckd"m tw AommoNe 9. Curb mkmfwwVT"wC-MMD*sewWway b@@Wo-,@14on SAW= 10. STREET STANDANX a ftwdon Murdidpol Cob PWX) TWo IV Doidopmont PhodoWns CHAPTER 6 SMEET AND MUM SrANDAM 3now 4-Gamsymm!mmopm S- M--- CAM CETA& AT 1101INNIN I ft OR 01INVEMYS. AM ALLM DIUMMAY STMOPAM a ftimot mu dc*sa Coft (R#44Q r" IV Devabpowlit mqp*om Vwwwy Exwngft I E C18 CHAWN 4 R -M 0 --ft C" -*M PROPEM DEMOMIM @VJlm4 Law ftftm=0 So iftm 44-M PAFAWi% LQNMG *M DR110MAY bolikoft #%oft SWO, Wan*ft &Nw NEGULATKM am PtjBLIC- IVORb.S APPRUN D: DEPARTkfENT m I 1,11whA nyt I AM 111110 1AWL6 7qm,&, - CEMENT CONCRETE DRNEWA Y ENTRANCE- TYPE R1 NOT TO SCALE • Know ~s 0%—" tow bdm ym UT 'V I ILA [I YCONFLICTNOTE.• CA UTION. - THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DM0ENSION, AND DEPTH OF ALL DOING U71Lff1ES Wk7HIER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYM THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION THIS AND THEN SHALL INCLUDE CALLING U71UTY LOCATE 0 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSMS TO PHYSICALLY VERIFY WIEWR OR NOT CONFLICTS D(IST. LOCATIONS OF SW UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERflED PUBLI CITY OF RENTON APPROVED BY: DA TE. 91 r1 11!5 APPROVED BY: " 11� — DATE. V APPROVED BY: DATE: IWORM4TION AND ARE SUBJECT TO VARATION IF CONFLICTS SHOULD OCCUR, mome"Iftim Co* THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGMEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. P.O. BOX - 1478 2 2ND BUILDING REVIEW 1 BUILDING PERWT SLAMITAL REV NO. DESCRIPTION EVERETF.) WA 98206 (425) 303-9363 (425) 303-9362 FAX WF0@1NS1GHTENGR4EERP4G.NET SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. BW 08-19-201 RENTON, WA 98056 BW 04--06-201 INI11ALS a4TE TAX ACCOUNT NO.'S.- 3344500007 PERMIT NO: 015002518 SE 114, SW 114,, SEC. 05,, T 23 N.3, R.05 Ea., W.M. LEGACY RENTON DWG FILENAME DESIGNED 9Y- a4TE.- SCALE JOB NO.: 130623-FIAIALDWK JRC 11-04-2013 1"=20' -0623 SHEET Ct , mewil, FR ONTA GE IMPROVEMENTS C5. 0 AND DETAILS 33 Cf) m m v z D n C w X4" F " AN';10\ MATE: AL .--�- _ - ,..,. f X/1" FX AP I�E' ', MAT•AL �, 'Ell_t _ _IIBN_' A",-TTER `_ CUgE LI\E., T. E . ;IAL A A \ :, (3! i TTER .� .r t2"Xl" Fk AN` 10\ ?•WATER AL y f,1"R AT )INP r S"�"',ISE LINE. B VATE< ALC <'1 <ET'_ IZN /4",'FT. SLI -171E 1 -• ` 1T �A`IEME\T AIN PES --)LAN(-, -STA%-:'ArdC1 'EV. AN4 JTTE? �ECTI N a-,4 � ENEHAL N: )TE 1 1 4TT. -'E P4 EMENT AS PER -L.A\ ,ft -TTE EE`SHEET r. F"O A -"NAY" CE`/EL',)l;ME\T JOINTS: JWVY JOINTS SHALL HE PLA' -ED N0T Ti, EXi,EE1 '5 1'C N LESS THAN C. THEY SHALL 140T HE LESS THAN i/16" IN THI xNESS AN.' SHALL 3E FxIEN)L 't.-3EL'.W THE E._sTTE-� LINE. , `z" THR, .,ANTS- SHALL BE PL.ACEC AT .ALL CCLD ,IDINT`- AS ^IRE vTED- 3Y ENs 1NEE < AND SHALL ERTEN 3ELOW Ci)N=':RETE. WHERE THE SIDEWALK � T01 3E PLA::E'v AGAINST THE ti[3 Ati: - zTTEK. THE `.'INT SHALL 3E A ---L' i31NT. ?,.'2'X `i" E7tP.Ah>I^t` MATERIAL :SHALL SE PLACE-- FROV = C.'S T'='.T'=, AT ALL 01, 28 RET_: i 1/9-X4" FXDANS10N R?ATERIAL SHALL 3E PLA,,^,E;, AT EVEPY F0JR7'I S11)EWALA- DANEL. THE CONCRETE M x FOR 51`',EWAL'E� SHALL-CNF:1;RV T;1 THE REE1.'IREVE\T OF :'L`I,"� ? :`4" ++STH AI ENTRAINVENT- THE E:C)!tiE;FtETE `_SHALL HAVE A ?R.',FE)N FINISH `tVITH ALL E;(;E` HAAs;., �. ,"l' T .'LEI FI`<I H. CO±PA'ION - TYPICAL )IDP,WALKS 3uRADE S_K Y ADOPTED CTT' OF RENTON ♦, 1`++ ST41 DARD PLANS - T.ST DATE: '; a ')ATE RE ISIO\ Rv AP =R 1 TYPICAL SIDEWALK COR STD DTL F007 N.T.S. 20" 48" 54" & 60" TOP SLAB 20" _ 72" TOP SLAB } 96" TOP sus N 14 BARS ® 6" CENTERS BOTTOM FACE WITH 1 " MIN. COVER NOTES: FACE OF CURB 6 1:2., •+ 617, V 11 R. i" R. :24 TOP OF 12" R. ROADWAY V-6' I CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 1/T FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 1:24 SOP OF 1!2'R. ROADWAY 1' - 6" i DEPRESSED CURB SECTION AT SIDEWALK RAMPS PS SE 1/4, S W 1/4, SEC. O5, T. 23 N., R.OSE., W. M. KING COUNTY, WASHINGTON 6" CEMENT CONCRETE 112" R. y. •- 1" R SIDEWALK RAMP LIR LANDING VARIES FROM 6" TO 0 t 34D" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANCINGS FACE OF ADJACENT CURB 612„ - SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF 1„ 17 R. ROADWAY i . r 2" . 1 • 1 DEPRESSED CURB SECTION AT fWOD£NTIAL DRt1a1EWAYS ONLY. M FOR CO IAERC'IAL DRIVEWAYS SEE STC) PLAN 104.2 FACE OF ADJACENT CURB GUTTER SURFACE FACE OF CURB .r V 1=2" R. M VR. i t TOP OF to ROADWAY v T f ' 1" R. -----� -- - CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL. DRIVEWAYS, AND ALLEYS GENERAL NOTES - 1. Sat standard plans 102 and 101 1 for curb expansion and contraction joint spacing. 2. Not used. 3. For Depressed Mtor4 this Driveway Cutty B Gutter Section see Standard Plain 1042 -P 101 + * PUBLIC WORKS C cum";PEEDRT E� DEPA �i T 1. PROPRIETARY CATCH BASIN HANDHOLDS AND STEPS ARE ACCEPTABLE, PROVIDED THAT THEY CONFORM TO SEC. R, ASTM C478, AASHTO M-199 AND TWEET ALL Wr-49 REQUIREMENTS. 2. CATCH BASIN STEP/HANDISOLD LEGS SHALL BE PARALLEL OR APPROXMMTELY RADML AT THE OPTION OF THE MANUFACTURER, EXCEPT THAT ALL STEPS IN ANY CATCH BASW SHALL BE SMMLAR. PENETRATION OF OUTER WALL BY A LEG IS PROHNfTED. 3. HAND40LDS AND STEPS SHALL FIVE "DROP' RUNGS AS ,/5 BARS • 6" CENTERS SHOWN ON DETAIL OR PRIOTU V?AWES TO PREVENT BOTTOM FACE WITH SIDEWAYS SLIP. 1 " MIN. COVER 16 BARS ® 7" CENTERS �r F BOTTOM FACE WITH 1 " MIN. COVER \ 1" CLEARANCE 3 REBAR #7 G4LV. (SEE NOTE 4) SaY00TH GRADE RING STEEL CATCH BASIN DETAILS IC S. Nrs KCRs z-oos 314" PREMORKATED LADDER GreWrnmerrnan. Public Works Administrate 2 CEMENT CONCRETE CURBS 5, COR STD DTL 101 N.T.S. #3 BAR EACH CORNEF #3 BAR EACH SIDE 0'2 neo cerru FI1 E AIS VANED 4WAT'E i 6" OR 12' i' ONE #3 BAR HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTAMU1" AB.JUSTMENT SECTION P11PE ALLOWANCES POE aaMl111110111L 4. SLAB OPEMM AMY BE 24" X 20" OR 24" DIM. TYPICAL ORIENTATION FOR ACCESS AND STEPS REINFORCED OR 5. AS AN ACCEPTABLE ALTERNATNE TO RE84R, WELDED WIRE PLAIN CONCRETE REINFORCING STEEL in2/R. IN EACH DIRECTION FABRIC FMVING A RAMI. AREA OF 0.12 SOL44RE ITCHES PER 15" cam* FOOT AMY BE USED. WELDED WrR'E FABRIC SHALL COMPLY TO (STD. SPEC. 94)5.20) 8" AS7M A497. 12" MIN. 12" ANN. (STD. SPEC. 9••06.12(1)) 8" PROFILE WALL PVC 15" 6. LADDERS OR S7EPS SHALL EXTEND TO *T7h V 16" OF 60" - L 8" 48" 8" BOTTOM OF CATCH BASIN. 7 72" 6" 8" W. 12" 0.35 0.24 $4" 8" 12" 72" 12" TOP HA 40W ON STEP OR BY BOLTMIG OR EMBEDDING HANDHOLD 8" 12" 84" IN CONCRETE. EACH SHALL BE EAWDDED AT BOTTOM IN SASW STEP BASE. *ALL ALL STEPS & RUNGS 18 488- DEFORMED R 8, ADDfTIONAL SAFETY FEATURES AMY BE REQUIRED IN VERY OR COPOLYMER PROPYLENE OR . 12> ANN. DEEP OR UNUSUAL STRUCTURES. 12" MIN. \ z � N `D R=3/4" z ELEVATION PLAN 6" DROP RUNG CATCH BASIN STEP ,8 GAL V. 5" 24> 5" - DEFORWD REBAR k 16 BARS ® 7" CENTERS �r F BOTTOM FACE WITH 1 " MIN. COVER \ 1" CLEARANCE 3 REBAR #7 G4LV. (SEE NOTE 4) SaY00TH GRADE RING STEEL CATCH BASIN DETAILS IC S. Nrs KCRs z-oos 314" PREMORKATED LADDER GreWrnmerrnan. Public Works Administrate 2 CEMENT CONCRETE CURBS 5, COR STD DTL 101 N.T.S. #3 BAR EACH CORNEF #3 BAR EACH SIDE 0'2 neo cerru FI1 E AIS VANED 4WAT'E i 6" OR 12' i' ONE #3 BAR HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTAMU1" AB.JUSTMENT SECTION P11PE ALLOWANCES POE aaMl111110111L rAi�li�1 EM REINFORCED OR 12' PLAIN CONCRETE REINFORCING STEEL in2/R. IN EACH DIRECTION ALL METAL PIPE 15" cam* 12" (STD. SPEC. 94)5.20) 8" SOLID WALL PVC 15. (STD. SPEC. 9••06.12(1)) 8" PROFILE WALL PVC 15" (STD. SPEC. 9-06.12(2)) 60" * CORRUGATED POLYETHYLENE STORM SEWER PIPE Nam 1. As acceptable alernalres io the rebor shown In the PRECAST ■AM SECTION, #foots (pieced acc P*V te the Standard SpecNraliwaas}, or wire mesh having a n** um area of 0.12 square per foal shag be used wigs the mklMmun required rebw shown in the ALTEIMiAWK PRECAST BASE SECMN. V*e mesh shall not be placed in the knockouts. 2. The knockout diameW Mud not be greater than 20. Knockouts shag have a wall thickness of 2" rnk*n xn to 2.5" rrwAmum. Pro%fte a 1.5" minimum gap between the knockout wag and the outside of the pipe. After the pipe is kn d@W, IN the gap with joint mortw in a000rdence with Standard SpedEcation 9-04.3. 3. The maximum depth from the 6ihed grade to the bwuest pipe invert shall be 6. 4. The frame and grate must be or,@ids d with tee flange down. 5. The Precast Base Sec don may howls a rounded floor, and the waft may be sloped at a rate of 1:24 or adage. 6. The opening shall be measured at the by of the precast base section. 7. AN pickup holes shag be grouted Sur a flow the bald has been placed" 8. AN grade rings and castegs shag be set in mortar to accordance vAh - \ y>r Standard Sper&MIinn 9-04.3. #3 BAR EACH CORNER 18' MIN. - >. est •., ; t'• #3 BAR HOOP - E a SEE NOTE 1 AL TEEMUTTWE !RECAST BASE SECTWIN , Pt, B1.1C WORKS CATCH NAWff TYM I 90. lr " - 900.00 DEPARTMENT MARCH 9.008 - CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) - HANDHOLD CM --- -- RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION tO J + GROUT, TYPICAL (SEE NOTE 5) r W. Z > FLAT SLAB TOP W, 4e", 54", ST. 72", 94" OR 91i > . <', o • e - MORTAR (TYP.) i qp r: b - _ 1 .1� STEPS sk LADDER �•\� � 'I f Q , h _ `Z REWORCING STEEL (TYP.) MORTAR FILLET + : _ GRAVEL DL FOR PIPE ZONE BEDDING SEPARATE BASE INTEGRAL BASE CAST -IN-PLACE PRECAST WITH RISER •O• RING d Y 12" GRAVEL BACKFILL FOR 6' PIPE ZOW BEDDING SEPARATE BASE PRECAST CATCH BASIN pIMN Ei10NS CATCH MAXIM BASEUM MINIMUM Mal_ 1. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate ckmr* g 3. The rectangular *am arld grate must be installed wlth the flange down. The frame may be cast Into the adustmerit section. 4. Knockouts shall have a wag Nokness of 2" rrlinMnum to 2.5" ma*num. Provide a 1.5" minkmirn gap between the knockout wag and the oubide of the pipe. Atter the po a is instated, 0 the gap with joint mortar in accordance wills Standard 9.04.3. PIPE ALLOWANCES BASIN DIAMETER WALL KNOCKOUT THICKNESS THICKNESS SI DISTANCE BETWEEN KNOCKOUTS REINFORCING STEEL in2/R. IN EACH DIRECTION SEPARATE BASE INTEGRAL BASE 48" 4" 6' 36" 8" 0.23 0.15 54" 4.5" 8" 42" 8" 0.19 0.19 60" 5" 8" 48" 8" 0.25 025 72" 6" 8" W. 12" 0.35 0.24 $4" 8" 12" 72" 12" 0.39 0.29 g6" 8" 12" 84" 12" 0.39 0.29 Mal_ 1. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate ckmr* g 3. The rectangular *am arld grate must be installed wlth the flange down. The frame may be cast Into the adustmerit section. 4. Knockouts shall have a wag Nokness of 2" rrlinMnum to 2.5" ma*num. Provide a 1.5" minkmirn gap between the knockout wag and the oubide of the pipe. Atter the po a is instated, 0 the gap with joint mortar in accordance wills Standard 9.04.3. 5. AM grade rugs, Asers, and casdngs shall be set In mortar in accordarK� me with comrgaled Polyethylem slots, Seww Pipe (Std. spec. 9w05.20) Standard Spa rilirmAinn 9-04.3. C2, (std.spec. 9-05.12(1)) 6 CATCH BASIN TYPE -2 (-W. �. 9-05.12(2)) 5 sm DTL 201.00 N.T.S 3 CATCH BASIN TYPE -1 S, COR STD DTL 200.00 N.T.S. CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNr-ORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MU6T BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. AOJUiT=NT iiCTI M1 SASE SECTION SEE NOTE 4 TI I I A I TTT41 NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT MI PLACE IN ACCORDANCE WITH At'1NA STANDARD SPECIFICATION 7-05.3. 2. SHM►AS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHINS IS PROHIBITED. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT, 4, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Y2 BOND. 5. ADJUSTMENT SECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROUT 6. GROUTING BETWEEN ADJUSTMENT SECTION SHALL BE WA I ER .FIGHT . 7. GROUT IS TO BE NOWSHRIdK TYPE GROUT MEETING THF RECAMRFMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR MAXIMUM PERCENT DRY SHRMIKAGF. THE MINIMUM COMPRFSSIVF STRENGTH SHAT_(. BF 4,000 PSI AT 7 DAY PER APWA STANDARD SPECIFICATION 9-20.3 8. PICK ! LIFTING HOL.FS ARI- TO BF (-n2OI.JTFD WATER TIGHT. PUBIJC WORKS I CATCH BASIN INSTALLATION STD. PLAN - 202.00 DEPARTMENT PARCH 2008 -"WATCH BASIN INSTALLATION S car srn on 202. 00 N.T.S. • 1 Know wh.r:blow. CIN Wore you dg. UTIL CONFL ICT NOT R E. CAUTION.• THE CONTRACTOR SFW_L BE RESPONSIBLE FOR VERIFYING THE LOCATION, 00EMSI(Md, AND DEPTH OF ALL EXISTING U71LIIlES WHETHER SHOWN ON THESE PLANS OR NOT, BY P07HOUNG THE U71U11ES AND SURVEYING THE HORIZONTAL AND YERTICa1L LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE QILL.N�G UIILIR' LOCAIE A 1-�0-424-5555 POTHOLING ALL OF THE IXISTMIG UlILR1ES AT LOC4110NS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY MFkTFIER OR NOT CONFLICTS EXIST. LOCATK)NS OF SAID UTILITIES AS � SFIONN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORAN710N AND ARE SUBJECT TO VARNT10N. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SFMLL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CITY OF RENTON APPROVED BY� DATE: APPROVED BY: �-.j DATE: I////(- 19menval" coo AMOVEDBY: DATE: P O BOX - 1478 2 2ND BIMLDMdG RENEW 1 BUN.DMrG PERANf SU*MlTAL REV. N0. DESCRApIION PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM IMIDE DIAMETER BASIN DIAMETER ONCRETE ALL METAL Cf'S ,1; SOLID WALL PVC C2, PROFILE WALL PVC 3, 48" 24" 30" 24" 27' 30" 54" 30" 36" W. 27" 36" 60" 36" 42" W. 36" 42' 72" 42" 54" 42" 36" 48' 84" !A' ,7Q�'•" 6" 0 V712/" 54- 36- 48" 96" W. 3306" 488- 5. AM grade rugs, Asers, and casdngs shall be set In mortar in accordarK� me with comrgaled Polyethylem slots, Seww Pipe (Std. spec. 9w05.20) Standard Spa rilirmAinn 9-04.3. C2, (std.spec. 9-05.12(1)) 6 CATCH BASIN TYPE -2 (-W. �. 9-05.12(2)) 5 sm DTL 201.00 N.T.S 3 CATCH BASIN TYPE -1 S, COR STD DTL 200.00 N.T.S. CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNr-ORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MU6T BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. AOJUiT=NT iiCTI M1 SASE SECTION SEE NOTE 4 TI I I A I TTT41 NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT MI PLACE IN ACCORDANCE WITH At'1NA STANDARD SPECIFICATION 7-05.3. 2. SHM►AS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHINS IS PROHIBITED. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT, 4, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Y2 BOND. 5. ADJUSTMENT SECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROUT 6. GROUTING BETWEEN ADJUSTMENT SECTION SHALL BE WA I ER .FIGHT . 7. GROUT IS TO BE NOWSHRIdK TYPE GROUT MEETING THF RECAMRFMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR MAXIMUM PERCENT DRY SHRMIKAGF. THE MINIMUM COMPRFSSIVF STRENGTH SHAT_(. BF 4,000 PSI AT 7 DAY PER APWA STANDARD SPECIFICATION 9-20.3 8. PICK ! LIFTING HOL.FS ARI- TO BF (-n2OI.JTFD WATER TIGHT. PUBIJC WORKS I CATCH BASIN INSTALLATION STD. PLAN - 202.00 DEPARTMENT PARCH 2008 -"WATCH BASIN INSTALLATION S car srn on 202. 00 N.T.S. • 1 Know wh.r:blow. CIN Wore you dg. UTIL CONFL ICT NOT R E. CAUTION.• THE CONTRACTOR SFW_L BE RESPONSIBLE FOR VERIFYING THE LOCATION, 00EMSI(Md, AND DEPTH OF ALL EXISTING U71LIIlES WHETHER SHOWN ON THESE PLANS OR NOT, BY P07HOUNG THE U71U11ES AND SURVEYING THE HORIZONTAL AND YERTICa1L LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE QILL.N�G UIILIR' LOCAIE A 1-�0-424-5555 POTHOLING ALL OF THE IXISTMIG UlILR1ES AT LOC4110NS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY MFkTFIER OR NOT CONFLICTS EXIST. LOCATK)NS OF SAID UTILITIES AS � SFIONN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORAN710N AND ARE SUBJECT TO VARNT10N. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SFMLL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CITY OF RENTON APPROVED BY� DATE: APPROVED BY: �-.j DATE: I////(- 19menval" coo AMOVEDBY: DATE: P O BOX - 1478 2 2ND BIMLDMdG RENEW 1 BUN.DMrG PERANf SU*MlTAL REV. N0. DESCRApIION EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@ INSIGHTENGINEERING.NET t i 1 SfTE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 TAX ACCOUNT NO.'S: 3344500007 PERMIT NO: 015002518 I BW 08-19-201 BW 04-06-201 lIV1TULS DATE A r y J SE 1/4, SW 1/4, SES: 05, T. 23 N", R.05 E", W.M. LEGACYRENTON DWG FILENAME 130623-FM4LDWG DESIGNED BY: DATE JRC 11-04-2013 SCALE l!=20' JOB NO.: �3-123 DETAILS SHEET C5.1 t i 1 g� J I z ' D D 8 g� J I n � ' 4.5OF R. 0• w DEDICA 77 ON TO THE Ciry 806 SF -------------- Bff SSMH 54" - SSJ2 RIM=40.70' I.E. 8" PVC N.=34.27' I. E. 8" PVC S.=34.17' l " .tvl' ` r n rT THE SOUTHERLY 160 FEET OF THE NORTHERLY 235 FEET OF LOTS rr - _.__ ----- 312, 313, 314 AND 315, AS MEASURED ALONG PARALLEL LINES TO THE SOUTHERLY MARGIN OF SOUTHEAST 110TH STREET (ALSO KNOWN AS MORGAN AVENUE), C.D. HILLMAN'S LAKE WASHINGTON _ Z CIO 0 V 0 vA Sl 0 4" DI 6 DDCVA PER 6" DI FIRE LINE COR STD 360.2 4"X3" DI REDUCER (SEE PLUMBING PLAN FOR BUILDING CONNECTION) SE 1/4, S W 1/4, SEC. O5, T. 23 N. R. 05 E., W.M. KING COUNTY, WASHINGTON Know v at's bOlOW. SCALE: 1" = 20' 1!%Nf% %momi 1 20 10 0 20 40 NOTE.- 1. OIL/WATER SEPARATOR SHALL BE LOCATED IN PARKING GARAGE. SEE PLUMBING PLAN PO. P2 FOR LOCATION AND PLAN P3.0 FOR SPECIFICATION. r ¢[ ~1T �.i1R •.t c at 4 t a e S � A— I If — r— t� v s %if '41 r 44 W +E ..: y. r all VICIIV fTY 11EMAP • _S SCALE. 1`-2000' E'QUIPAlENTAND PROCEDURE BASIS OF BEARING: N 18' 14'33" W BETWEEN FOUND MONUMENTS ALONG LAKE WASHINGTON BOULEVARD NORTH PER REFERENCE 2001 SURVEY. CITYOFRENTONBM ,IVCITY OF RENTON BENCHMARK NUMBER 2117. 3 1/2" BRASS DISC AT THE NORTHWEST CORNER CONCRETE BASE OF A SIGNAL BRIDGE AT A RAILROAD CROSSING IN THE NORTH ENTRANCE OF COULON PARK. EL=37.25' BM INVERT ELEVATION OF THE NORTH 8" PVC PIPE IN SSMH-2 ACCORDING TO AS -BUILT DRAWING NUMBER 322206 DATED 05/02/2006. SSMH IS LOCATED +/- 10.7' SOUTH OF SOUTHWEST PROPERTY CORNER AND +/- 10.0' WEST OF THE EAST RIGHT OF WAY LINE. EL=34.27' AD TUM•' NAVD 88 APPLICANT / OWNER LEMY MO&WIM, W 6501 AMERICA'S PARKWAY NE — SUITE 1050 ALBUQUERQUE, NM 87110 CONTACT.• FAIZEL KASSAM PH. (505) 243-6000 CELL. (505) 489-4474 FAX. (505) 243-1561 LEGAL DESCRIPTION C811 bohn you dig. UTILITYCONFLICTNOTT- CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. S- 382001 R-382014 2 2ND BUILDING REVIEW 1 BUILDING PERMIT SUBMITTAL REV. N0. 1 DESCRIPTION R 'WAS�j� t� 36499 �S CISTE4 1� SI ANAL/ P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@a INSIGHTENGINEERING.NET SITE ADDRESS. 1300 LAKE WASHINGTON BOULEVARD N. BRK QB -19-2015 RENTON, WA 98056 BRK 04-06-2015 INITIALS DATE TAX ACCOUNT NO.'S: 3344500007 PERMIT NO: 01500.2518 SE 1/4, SW 1/4, SEC. 05, T. 23 N, R. 05 E., W. M. LEGACYRENTON DWG FILENAME DESIGNED BY. DATE. • SCALE. JOB NO.: 130623-FINAL.DWG JRC 11-04-2013 1"20' 13-0623 SHEET UTILITY PLAN U).0 .�v•l.� THE SOUTHERLY 160 FEET OF THE NORTHERLY 235 FEET OF LOTS 312, 313, 314 AND 315, AS MEASURED ALONG PARALLEL LINES TO THE SOUTHERLY MARGIN OF SOUTHEAST 110TH STREET (ALSO KNOWN AS MORGAN AVENUE), C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN, DIVISION NUMBER 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 83, IN KING CONS7WUCTIONNOMS COUNTY, WASHINGTON, EXCEPT THE WESTERLY 60 FEET OF SAID LOT 312 CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER # 1 INSTALL: 1035005; 1 - 127W TAPPING TEE (MJxFL) 1 - 4" TAPPPING GATE VALVE (FLxMJ) AND EXCEPT THAT PORTION OF LOTS 314 AND 315 CONVEYED TO f 20 LF 4" DI PIPE THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING SLEEVE W/ THRUST BLOCKING NUMBER 4655599. SEAENDS OF CASING # 2 INSTALL: 1 - 12"x6" TAPPING TEE (MJxFL) TTY OF ON W/ NON SHRINK 1 - 6" TAPPPING GATE VALVE (FLxMJ) GROUTE f 20 LF 6" DI PIPE W/ THRUST BLOCKING APPROVED BY: DATE: 3" WATER SERVICE METER IN VAULT PER COR STD 320.4 - 4/G All REDUCING VALVE (PRV) IS REQUIRED APPROVED B :A DATE: DOWEIRNWOF DOMESTIC METER. 8" PVC PIPE #4 3" RPBA IN ABOVE GROUND HEATED CASING SPACES ENCLOSURE (HOT BOX) PER COR STD 350.2 APPROVED BY: �✓ Uk DATE: (AS NEEDED TYP.) @5) 4" DI 45' BEND WMA N afl 12" DI SLEEVE #6 3/4" DCVA, PER COR STD 340.8 8" PVC PIPE #7 POOL DRAIN TO BE CONNECTED TO SANITARY SEWER WITHIN BUILDING #$ PARKING GARAGE MUST BE PUMPED AS PER U.P.C. SLEEVE DETAIL #9 THE LIVING AREA OF THE HOTEL CAN BE SERVED BY GRAVITY SEWER. N.T.S. # )10 FIRE DEPARTMENT CONNECTION ' Kslow E N*i N E `R' Ni col (SUBJECT TO APPROVAL OF FIRE PREVENTION DEPARTMENT) C811 bohn you dig. UTILITYCONFLICTNOTT- CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. S- 382001 R-382014 2 2ND BUILDING REVIEW 1 BUILDING PERMIT SUBMITTAL REV. N0. 1 DESCRIPTION R 'WAS�j� t� 36499 �S CISTE4 1� SI ANAL/ P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@a INSIGHTENGINEERING.NET SITE ADDRESS. 1300 LAKE WASHINGTON BOULEVARD N. BRK QB -19-2015 RENTON, WA 98056 BRK 04-06-2015 INITIALS DATE TAX ACCOUNT NO.'S: 3344500007 PERMIT NO: 01500.2518 SE 1/4, SW 1/4, SEC. 05, T. 23 N, R. 05 E., W. M. LEGACYRENTON DWG FILENAME DESIGNED BY. DATE. • SCALE. JOB NO.: 130623-FINAL.DWG JRC 11-04-2013 1"20' 13-0623 SHEET UTILITY PLAN U).0 .�v•l.� W SEE MOTE 7) LIV-ITS OF PIPE ZONE rr BEDDIN V'ATEPIAL FOR C , SANITARY SEWER PIPE ' 0.1) . lJ F X31 s SEE MOTE 5j f t l FCJN= ATION LEVEL a f J BED31NC FOR SANITARY SEWED PIPE NOTES: 1. PROVIDE i NIFORM SUPPORT UNDER BARREL. Z. HAND TAMP UNDER HAUNCHES. 3, COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCE*'T DIRECTLY OVER PIPE- HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5- PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR BRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS OR PEA 3RAVEL_ (5. PIPE MUST BE ANCHORED IN SUCH MANNER AS TO ENSURE FLOW LINE IS MAINTAINED - 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. PUBLIC WORKS pt" 9M. MTX - 405 DEPARTMENT FAR AAIAWARY NMMERS OCTOBER 2012 12 Xts - 14" I 22' 1 Y" 4 1 PIPE BEDDING 6, N.T.S. STD. PLAN -405 RECESSED LIFT POCKET )6" - 11 N.C. SOCKET HD SCREW 1 Y4" LONG (BRONZE OR S.S.) )I " x 2" RAISED PADS h1 1 �' _ 1 12 Y4" 14" CAST IRON RING AND COVER / / Lirx � t. •CONCRETE CLASS ill • i' EXPANDABLE FOAM WATER TIGHT PLUG 45• (1 /8) BEND I" \tip 8 `7 G� P� J� o PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 45' (1/8) BEND NOTES: 1. S" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC, No. 3698 OR EQUAL, CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2, IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. PUBLIC WORKS i Qs INCH C T DID. 409.i R DEPARTMENT FOR SAMTAIRY MBNA �- SEPTEMBER 2011 K'_5'*8 OR 6 INCH CLEAN-OUT 6. FOR SANITARY SEWER MAINS N.T.S. S1D. PlAll -X03.1 i:i"x24" PLASTIC VETER ROX EQUAL TO MIE-STATES ,LAcTIk , INC 3CF SERIES MSB -CF ' 324-18 WITH I "" THICK DUCTILE IH2GN _)IAMD]NU --LATE ..(,VER EQ IAL TC: %el_ -NATES �ILASTI(: S, INC. VSCR('-I �7�-R +HATH REAlDER LIC ANS 2" :^PIECE:. HOLE FOR T0_CHREA_; SIT 1-11 (SEE DETAIL A -A L" MAX FINISH i.RAGE r W 36„ MIN ,:-VER INEW >JCTILE IRD\ ' r A.TER�4 I N •A � S17 T. 1/4, SW 1/4, SEC. O5, 23 N. , R. 05 E., W. M. KING COUNTY. WASHINGTON > f CITY L1 17 INSTALL FORD C14-33 OR 44 FIYT a 12 Xts - 14" I 22' 1 Y" 4 1 PIPE BEDDING 6, N.T.S. STD. PLAN -405 RECESSED LIFT POCKET )6" - 11 N.C. SOCKET HD SCREW 1 Y4" LONG (BRONZE OR S.S.) )I " x 2" RAISED PADS h1 1 �' _ 1 12 Y4" 14" CAST IRON RING AND COVER / / Lirx � t. •CONCRETE CLASS ill • i' EXPANDABLE FOAM WATER TIGHT PLUG 45• (1 /8) BEND I" \tip 8 `7 G� P� J� o PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 45' (1/8) BEND NOTES: 1. S" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC, No. 3698 OR EQUAL, CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2, IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. PUBLIC WORKS i Qs INCH C T DID. 409.i R DEPARTMENT FOR SAMTAIRY MBNA �- SEPTEMBER 2011 K'_5'*8 OR 6 INCH CLEAN-OUT 6. FOR SANITARY SEWER MAINS N.T.S. S1D. PlAll -X03.1 i:i"x24" PLASTIC VETER ROX EQUAL TO MIE-STATES ,LAcTIk , INC 3CF SERIES MSB -CF ' 324-18 WITH I "" THICK DUCTILE IH2GN _)IAMD]NU --LATE ..(,VER EQ IAL TC: %el_ -NATES �ILASTI(: S, INC. VSCR('-I �7�-R +HATH REAlDER LIC ANS 2" :^PIECE:. HOLE FOR T0_CHREA_; SIT 1-11 (SEE DETAIL A -A L" MAX FINISH i.RAGE r W 36„ MIN ,:-VER INEW >JCTILE IRD\ ' r A.TER�4 I N •A � S17 T. 1/4, SW 1/4, SEC. O5, 23 N. , R. 05 E., W. M. KING COUNTY. WASHINGTON n t f— �I#ILL 2" --AA. HOLE FOR AMR t ,AUT0VATIL METER REAR`, T0,JCHREAD DEVICE f _'12` MIN. FRO,M NEAREST AND FRONT EDGE OF PIT LIC - TY�=I C AL RIB \ . :_)TE - THE :THE ENTER 3F THE HOLE MUST 3E AT LEAST `" FROU CINDERNEATH -485 _NL.ES5 THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGANS-,T THE OPEN SIDE ^F MORE THAN ONE RIR PUTBT,IC WORKS 3/4" AND 1" WATER SERVICE Sm. PLAN - 31111101 DEPARTMENT NOVEMBER 2009 2 3/4 "AND 1 " WATER SERVICE 6 N.T.S. STD. PLAN - 320.1 IF SERVICE LI%E TO H;;USE IS 3/4" OR ' f CITY PRIVATE INSTALL FORD C14-33 OR 44 FIYT a x COMPRESSION C"U;i U\G f'Ir'IPi•" +'K'In� LLJ 1.2"x ?R;),VIDE SLACK IN COPPER 4" STUD MAAKOG POST PANTED �� � �~• WYE 0*7E WIIH TW WORD *SEE a S ENCLED i)!?ILLEC HOLE 1\ _.' i J I r_ I- IN _1NIMPR I'JE�O RIGHT '>F J IN L.1%Ei'.• AS � ART OF THE DETECTOR� MUELLER: .3/4 -F1 -247C-2 WITH A\4, -LE BALL VALVE N. INLET AND i 'NAY INSTALL METER 90X AT ;ORPURATI,0\ STOP NTH BALL VALVE, FO,23 COPF'ERSETTER FOR I" METER; F RD VEIH 12-' 5W-44-44(;, OR TADEREG THREA :. (C'(:':. QUICK -DINT ' PROLERTY LINE WITH ' 2" BOTH INLET AN=, OvTLET WITH QUICK , :INT. PADLOCK WINGS O\ t" FFi1G.,C- -{�; AY NC C1w1AL) �Ir ' � INLET ANCiALL VALVE AND SINGLE "HECK 'VALVE N "'OTLET. w • LONG ^!^"APER TAILPIECE. ; . A. VITRIFlED CLAY MAW - CUT N A NEW SECTION OF SEVER MAIN WITH ALL METER 3C_XES INSTALLED WITHIN CNCRETE OR PAVED CRI'slE1AiAY5 'SHALL BE SIDEWALK FRCTH SIDES OF VETER 1�',�X- S: Fy_x3,f4' 8. CONCIIETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN IM11H f cz ^.,TTY � I n - {—Tr VAIN (FERNCO OR APPRIDVED EIOUAi4 r r -4 'r' -- ' ALL AFiJu\BLOCK EQUAL) OR CUT IN A NEW TEE USING RM COUPLINGS. 0. DUCTILE IRON MAIN - CORE -DRILLED VAIM A ROMAC SADDLE (OR :1 -- -TOUCHREAC WATER - 4 ~� E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE a ALL .)ETECTOR r,0.JRLE CHECK `: ALVE AT MAO&WACIURE'D KNOCK -OUT'S OR 1HE a„ OR j, ASSEMBLIES SHALL INCLUDE RESILIENT FL. xE. L A- • MMETERTLO �3E A ,1 , SEATED SHJTDFF VALVES AND TEST PIPE 'Y1TH _.,LLAR ,H COCKS. ANT) APPROVEi? 60" ALLOWABLE MAX. FROV P.E. CROSS-C:ONNECTIGN cCNTROL FOR CAST IRON PIPE LCITY?> QUPDLIE% RY THE '- .. -6 LONG HEALTH LATEST At'>'=zDVEv= LIST. - C", 8" :DR 6" .;ATE VALVE. FL.x M,., a KITH INDICATOR �i)'ST INDICATOR CONCRETE BLOCKING j Z5 , �t►'�':�c rHI:TCFF VALVPE, TY -=E K S., FT 2% MIN SLOPE _ HORIZONTAL zN, ..LF' E � Tf;` E31 , SEVER .. 6" MIN. MAIN SEINER MAIN OF TEE AT MW Kn 2;5' Atm 45' TYPIC/4l SSE SERER STANCHIONS BOLTED TO FLOOR f E -, VI E v`v' �! jr n t f— �I#ILL 2" --AA. HOLE FOR AMR t ,AUT0VATIL METER REAR`, T0,JCHREAD DEVICE f _'12` MIN. FRO,M NEAREST AND FRONT EDGE OF PIT LIC - TY�=I C AL RIB \ . :_)TE - THE :THE ENTER 3F THE HOLE MUST 3E AT LEAST `" FROU CINDERNEATH -485 _NL.ES5 THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGANS-,T THE OPEN SIDE ^F MORE THAN ONE RIR PUTBT,IC WORKS 3/4" AND 1" WATER SERVICE Sm. PLAN - 31111101 DEPARTMENT NOVEMBER 2009 2 3/4 "AND 1 " WATER SERVICE 6 N.T.S. STD. PLAN - 320.1 IF SERVICE LI%E TO H;;USE IS 3/4" OR ' f ` TO BE INSTALLED IN THE FUTURE f GALVANIZE- f' INSTALL FORD C14-33 OR 44 FIYT a x COMPRESSION C"U;i U\G LOOP 3tOitiN TO CEZ TERLINE f BUILONG SEWER df OF MATER MAIN TO f 1.2"x ?R;),VIDE SLACK IN COPPER 4" STUD MAAKOG POST PANTED �� � �~• WYE 0*7E WIIH TW WORD *SEE a S ENCLED i)!?ILLEC HOLE 1\ _.' i C QPf1ERSETTER F3H L/5"x.5/4" METER: FOR:: SERVICE LINE TU METER. ' VEiH72-15W-44-33G, OR !VcJONALD BRAS: 21-215,'A<C0033, OF IN L.1%Ei'.• AS � ART OF THE DETECTOR� MUELLER: .3/4 -F1 -247C-2 WITH A\4, -LE BALL VALVE N. INLET AND DC"A3LE-HECK VALVE ASSEMBLY. IF" F :1R '',s ASSEMFLY SINGLE CHECK 'VALVE ' \,31+. TLET ;ORPURATI,0\ STOP NTH BALL VALVE, FO,23 COPF'ERSETTER FOR I" METER; F RD VEIH 12-' 5W-44-44(;, OR TADEREG THREA :. (C'(:':. QUICK -DINT McDONALD BRASS: 21-415WCOG44, OR VJELLER: '-B-247C-2 /'L" FBI-jf0-.=-0,' OR AY MC. 0\ -ALD 47G' i BOTH INLET AN=, OvTLET WITH QUICK , :INT. PADLOCK WINGS O\ t" FFi1G.,C- -{�; AY NC C1w1AL) �Ir ' � INLET ANCiALL VALVE AND SINGLE "HECK 'VALVE N "'OTLET. a ALL FITTIN• S SHALL HE WITH DUIC:K JOINT. Nk TE: A. VITRIFlED CLAY MAW - CUT N A NEW SECTION OF SEVER MAIN WITH ALL METER 3C_XES INSTALLED WITHIN CNCRETE OR PAVED CRI'slE1AiAY5 'SHALL BE CAST-IRON EQ; AL TO OLYMPIC 170ur\DARY_ EXPANSION JOINTS M+ASH 3E INSTALLE% ON FRCTH SIDES OF VETER 1�',�X- S: Fy_x3,f4' n t f— �I#ILL 2" --AA. HOLE FOR AMR t ,AUT0VATIL METER REAR`, T0,JCHREAD DEVICE f _'12` MIN. FRO,M NEAREST AND FRONT EDGE OF PIT LIC - TY�=I C AL RIB \ . :_)TE - THE :THE ENTER 3F THE HOLE MUST 3E AT LEAST `" FROU CINDERNEATH -485 _NL.ES5 THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGANS-,T THE OPEN SIDE ^F MORE THAN ONE RIR PUTBT,IC WORKS 3/4" AND 1" WATER SERVICE Sm. PLAN - 31111101 DEPARTMENT NOVEMBER 2009 2 3/4 "AND 1 " WATER SERVICE 6 N.T.S. STD. PLAN - 320.1 NOTE UNLESS OTHERNASE SHOWN ON PLAN. SIDE SETTER SHALL. HAVE A MMNMUM 2.5' COVER AT PROPERTY LINE OR 3--5' LOWER THAN THE LOWEST HOUSE ELEVATION. WHCHEVER IS LOWER. sTw�ww� sMs s�wrt M. HM - 4fti � Pumc "°sxs �wia�►TaN napr MwM ro Y uNs► r STANDARD SIDE SEWER INSTALLATION N.T.S. STD. PLAN - 406.1 FREC.AST C:OA_RETE iAGLT -MTH 3 - 4,'x 2' ONE EACH `BILE _. PROPERTY LINE z C.,;NNECTION F �? SSTANDP11'E +NTH x CRELVE-) -",''- E(?UAL TO : UTILITY 4 A APTEF, FL `_ 8"x -�x ', 3'-Q.. a • FV1tJ1E 6" BLMLOING SEVEN PrE I BUILONG SEWER VO,GNTED N TEEL ='LATE -,VER PIPE FL.), 1.2"x y� /y O TEE WHIT 6" 31K URET 4" STUD MAAKOG POST PANTED �� � �~• WYE 0*7E WIIH TW WORD *SEE a S ENCLED i)!?ILLEC HOLE 1\ _.' i SURFACE CLEANOUT NTH IN 3" HIGH RACK LET70M AND I5 NYRE ir CAST MIDti 1" 4 COVl1t r THE BY-PASS ASSEMBLY SHALL 3E \ \'. ``�� M>IlIIPPEC AROUND 7W STUD AND ST TO g {1 AJORDAN MI0111 WaNtS EXIENDED THE TOP OF THE STUD. IN L.1%Ei'.• AS � ART OF THE DETECTOR� PRODUCT NO. 003673M opt If DC"A3LE-HECK VALVE ASSEMBLY. IF" F :1R '',s ASSEMFLY APPROVED EQUAL, SPECIFY L. �n .moi -.)Sy __ ? -� / — 3ENSSRII ;( TR 1. L;t METER 2 FGR Es` ASSEMELY ` WTH ICE RECISTER i� ,s /2' `, "SEMER" ON UD). 6" WE >EWZR AiBi (SEE SID. PLAN 403.1 FOR TTY �IvATE y: INSTALLATION ONLY) i�'IVG 'THING ' ACCEPTABLE PROCEDURES FOR SLOE SEWER CONNECTIONS TO MAIN a LINES ARE AS FOLLOWS: TEE 'W_x FL`' � A. VITRIFlED CLAY MAW - CUT N A NEW SECTION OF SEVER MAIN WITH `.:. r; )` BE N-_` FL. A NEW TEE USING FLEXIBLE COUPLINGS j 4`,A x MS i TE VALVE r� (FERMICO OR APPROVED EQUAL). S: Fy_x3,f4' 8. CONCIIETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN IM11H f cz ^.,TTY A NEW TEE USING FLEME COUPLINGS - {—Tr VAIN (FERNCO OR APPRIDVED EIOUAi4 r C. PVC MAIN - CORE -0011 LED WITH A ROMAC SADDLE (OR APPROV0 -- ' ALL AFiJu\BLOCK EQUAL) OR CUT IN A NEW TEE USING RM COUPLINGS. 0. DUCTILE IRON MAIN - CORE -DRILLED VAIM A ROMAC SADDLE (OR CONCRETE APPROVED EQUAL) - 4 ~� E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE a ALL .)ETECTOR r,0.JRLE CHECK `: ALVE AT MAO&WACIURE'D KNOCK -OUT'S OR 1HE a„ OR j, ASSEMBLIES SHALL INCLUDE RESILIENT FL. xE. L A- STRUCTURE SHALL BE CORE -DRILLED. A ,1 , SEATED SHJTDFF VALVES AND TEST PIPE 'Y1TH _.,LLAR ,H COCKS. ANT) APPROVEi? 60" ALLOWABLE MAX. FROV P.E. CROSS-C:ONNECTIGN cCNTROL FOR CAST IRON PIPE ::"- 3'-8" LONv ASSEMBLIES PER DEPA;2TMENT `)F OR DUCTILE IRON PIPE. '- .. -6 LONG HEALTH LATEST At'>'=zDVEv= LIST. - C", 8" :DR 6" .;ATE VALVE. FL.x M,., 3000 PSI MIX +�G KITH INDICATOR �i)'ST INDICATOR CONCRETE BLOCKING j Z5 , �t►'�':�c rHI:TCFF VALVPE, E:..IAL FAINTEu. ?E ). OR o" FLANGED j,PLINL 2% MIN SLOPE AEAI TER E(':_ AL T0 ' :OMAC HORIZONTAL 6" SIDE OUTLET TEE SEVER FLARE CAPS 6" MIN. MAIN SEINER MAIN OF TEE AT MW Kn 2;5' Atm 45' TYPIC/4l SSE SERER NOTE UNLESS OTHERNASE SHOWN ON PLAN. SIDE SETTER SHALL. HAVE A MMNMUM 2.5' COVER AT PROPERTY LINE OR 3--5' LOWER THAN THE LOWEST HOUSE ELEVATION. WHCHEVER IS LOWER. sTw�ww� sMs s�wrt M. HM - 4fti � Pumc "°sxs �wia�►TaN napr MwM ro Y uNs► r STANDARD SIDE SEWER INSTALLATION N.T.S. STD. PLAN - 406.1 FREC.AST C:OA_RETE iAGLT -MTH 3 - 4,'x 2' ONE EACH `BILE _. 4"x 2 ' 1./2" FIRE 3UARTMENT COUBL HINGED STEEL PLATE ,'OVERS. DIME`wSICAS �', C.,;NNECTION F �? SSTANDP11'E +NTH x CRELVE-) -",''- E(?UAL TO : UTILITY 4 A APTEF, FL `_ 8"x -�x ', ._ BREAKABLE CAST IRON H.vSE CAP - :'A , q 4"xt"xF" RIALL HEAD TEE, FL. -. LT E L +.• %NE EACH SI )E EQC.AL T:f (;RINNEL T:r.-CH REAL) 'IT Ll� SENS,' ;? FV' 'L: a MTH HOSE (,A:'S Fla 1J.1-5.1 VO,GNTED N TEEL ='LATE -,VER PIPE FL.), _'AdNC TYPE `)RAVITY GPERATED C'. THRC;,;GH 2" GIA � . FL Z•-0" L`)� �:. `1EE<' ::HECK VALVE, FL EQUAL TO i)!?ILLEC HOLE 1\ _.' i M�.ELLE? _ A-2600-6 WITH 3ALL r THE BY-PASS ASSEMBLY SHALL 3E \ \'. ``�� DRl."' VALVE AT 30TTOM IN L.1%Ei'.• AS � ART OF THE DETECTOR� r � INSTALL Er-;,XY NCV -:SHRINK DC"A3LE-HECK VALVE ASSEMBLY. IF" F :1R '',s ASSEMFLY GRC°. T (TPF'. j L. �n .moi -.)Sy __ ? -� / — 3ENSSRII ;( TR 1. L;t METER 2 FGR Es` ASSEMELY ` WTH ICE RECISTER i� ,s /2' `, -- . C�' ' ,l E, FLx FL. .`'(:` LIN; F_:? .. ASSEMPLY 6"& Vii" ASSEMBLY. E" SHORT TTY �IvATE y: C RA�OIt... 9,. BEVD FL- i�'IVG 'THING ' j; 'C" ASSEMBLY 90' 8"X6" 11■y a REDJCING BENCI FL TEE 'W_x FL`' � VALVES AT THE TIME DF INSTALLATION TO CENTER `.:. r; )` BE N-_` FL. -- j 4`,A x MS i TE VALVE r� ' S: Fy_x3,f4' f cz ^.,TTY (• T'^ Bid LD1 G - {—Tr VAIN -__ r 4m-� -- ' ALL AFiJu\BLOCK OEALAAAN INSTALL GALVANIZE:! LACCER FOR ACCESS CONCRETE r RE LIRE'). - 4 ~� FL x V, A_)APT0•2 a ALL .)ETECTOR r,0.JRLE CHECK `: ALVE a„ OR j, ASSEMBLIES SHALL INCLUDE RESILIENT FL. xE. L A- 3Y -FASB ''CVA Mi,ST 3E TESTED SATISFACTORILY -3Y A -)E• T_ OF HEALTH .CERTIFIEDnAGKFLO �►r , A ,1 , SEATED SHJTDFF VALVES AND TEST PIPE 'Y1TH _.,LLAR ,H COCKS. ANT) APPROVEi? C' A�5EN13LY 1 J"x U x8"TEE FL 9" ASSEMBLY 8"x$"x$ TEE. FL. a" FROV P.E. CROSS-C:ONNECTIGN cCNTROL ASr;EFdF3LY C °xC»x6' TEE, FL ::"- 3'-8" LONv ASSEMBLIES PER DEPA;2TMENT `)F - - ;:TEFL LAsDER '- .. -6 LONG HEALTH LATEST At'>'=zDVEv= LIST. - C", 8" :DR 6" .;ATE VALVE. FL.x M,., 6"- 4'-` " L'ONu KITH INDICATOR �i)'ST INDICATOR CCJDLE -":HECK VALVE ASSEM13LY P! 'T VALUE SAME SIZE AS D00113LE IN: LJDES TWO RESILIENT SEATEL) ;.HECK; VALVE (VUELLER CL. CR rHI:TCFF VALVPE, E:..IAL FAINTEu. ?E ). OR o" FLANGED j,PLINL AEAI TER E(':_ AL T0 ' :OMAC _. 1 E+' C-{ �i'' fI _TILE IRON CLASS 52 NIPPLE 'IPE. FLARE CAPS E'.�ENT LINE:, LENGTH TC FIT. T UCH kEA) --'IT LII; `._,ENS"'R VCJNTEr � N ti STEEL L --)LATE 2 VER THRO;, tH 2" PIA. N TE: c f'RILLEC HOLE IN z•• C m z m l .. ' n o Tyr 2 LCYCsATE VAULT 1\ -)LANTING AREA. \=GT IN �'A.^:. it S" PIPE, �. 4" AN ,.} x r L ., GER BEV 5 AN , TEES TC: .E _:AST � r � FL x S,-R,Eh IRON CEMENT L14EE -er FO,4 1 ASSEV-±LY Z u 'N 'O'RAf?Y '.=0HT t FOR F' ASSEMBLY i TEN 5_SHALL BE PROVIDED UNDER 2 o ASS , .�. " POR EM31-Y VALVES AT THE TIME DF INSTALLATION TO CENTER -- THE PIPE IN VAS LT :'PENIN:;. AFTER COYFLETE S: Fy_x3,f4' INSTALLATION REM',?VE THE TEM;'ORARY S+uDPORT Tk L METE- 1h1TH �''-1" i� --- -__ r ANS; INSTALL k -t- JSTABLE FIFE ' .JP+='==^RT ICE REzI-I�;TEIR -- INSTALL GALVANIZE:! LACCER FOR ACCESS C;" MIN. ,RAIN T') UAYLICHT (;R :TC)RNR.AIV SYSTEM WITH - 4 ~� :y AFTER FIELD INSTALLATICN, VAIN ✓DIC A ANL: •^ATCH H.ASI\ !_,R MANHOLE _._._.__ :`,-•.• t 6" 9C'.' H3ENI:: FL - 3Y -FASB ''CVA Mi,ST 3E TESTED SATISFACTORILY -3Y A -)E• T_ OF HEALTH .CERTIFIEDnAGKFLO �►r , - ;. � -t., ; _�� .�ALVAVIZEG ASSEMBLY TESTER. TEST REPORT T': BE SuBMITTEC - - ;:TEFL LAsDER TC CITY OF RENTON RATER UTILITY ENGINEERIN., , )EZ'T. 'PLOP TO ACTIVATION OF NEk LINE. :.'a,tF=.CTEG F Ot_.NGATI3^a 1-01 - i:- INSTALLs'RA' ;%" FLAT<E TEST .; )()KS MTH iQ" GRA.b FLARE CAPS ' AU UsTA3LE STEEL 'IPE S ."CWT STANCHIONS BOLTED TO FLOOR E -, VI E v`v' 6",8"& 10" DOUBLE DETECTOR CHECK SSD. FIAN - M.2PUB1IC WORKSASSEMBLY WITH STANDPIPE OUTSIDE DEPARTMENT INSTALLATION MARCH 2010 3 6'; 8" & 10" DOUBLE DEECTOR CHECK 6. ASSEMBLY WITH STANDPIPE OUTSIDE INSTALLATION N.T.S. STD. PLAN - 360.2 LANE LINE MARKING 7'-8 1 a w. STANDARD VEHICLE WHEEL PATH 3' 4.5' 3 MIN. MIN. WN.t 1 1 ACP CLASS* MIN. ' . �( MIN. 6" CRUSHED 2" CLASS 'B' SURFACING TOP COURSE 2" SAWCUT AND REMOVE i EDGE OF PAVEMENT, - OR GRIND, SEAL WITH EDGE OF CURB & GUTTER, AR4000W OR CENTER OF LANE LINE 2.5' MIN. CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER *MINIMUM ACP CLASS 'E' or 'B' SHALL BE: PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS — 6" ACP CLASS 'E' or 'B'. RESIDENTIAL ACCESS STREETS — 2" ACP CLASS 'E' or 'B'_ NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY DETERMINING PAVEMENT THICKNESS. FOR FLEXIBLE PAVEMENT _ ADOPTED crnr or 111IMM" ♦ ( • STA DAD PLAW ---% IST DATE: 02/05 02/2005 MODFIED MOTES DCV DC DATE WOOF" NO ES REVISION DG GZ DWG. NAME: H032 SP PAGE: H032 ('7_'_TYFCAL LONGITUDINAL PATCH AND 6. OVERLAY FOR FLEXIBLE PAVEMENT N.T.S. STD. PIAN - H= RE ISTE}1 _)HALL HE TC --H SEA) IT LI - 4" ,"�T I%L;K ATOS CALVE TR-I'L' AN,' HE I\TELLi:�E \T f_'0 fiMU,\L�A.TI :.'N , V.IxVI_,': 'AINTE) HL.tE ENCC ER TYPE { I E . VETE` MUST RE.A..L IN CJ. FT. 2 Z,' SHACKLE R?JS SER TTY `. :F <ENTC)\ SPECIFF ATICINS EN_ 'v 4 1,- 3E\ , 'IAT' INSTALL IN TEST P'FT A. 2"x2" TEE "M,xFL I 1 LF J_ BRASS \IfFLE ''=:LTH !"ATE ALE :FLxlf, - - • r'f A RESILIENT z SEATE,, 13<t.� i 'ATE LADDER`+hITH .'ALVE AN:. r a - 4` FLx`:1. A :TOR — �. P T 3AB_-. R , - /. 4 FLxi. , A� APTC < 'ER ::=SHA �- , 2' 21 fwlf-- _ _ T -ik)ILiAN(; OXY '' K E .i Y N�.- SH INK 4' TEE 7771 l -1 WEL'E`) STEEL I:LLA v '_'ITY 'RIVA-fE Tc,;,H SEA.. IT LI. Mc JNTE_. ' f. R ;TEFL LT E .E THK. , :H i,. _RILLED H`.LE IN COVE_. L DC;ATE HOLE 2"-' )EA WAN -31LOCK FR,)V EC..E CF FIT LID , N , 16s = TEE <E +IRE WITH ,'FL SHACKLIN" TO TEE PRECAST :_C\',_ -RETE vAI,LT i41TH 3"x:5" HIN3E STEEL � L .TE vE c T -I E 11VENS1�\5 4'-b"x _ "EQUAL T", :-1'17!E INC CR + TILITr LT MTH r3° DIAM'GN7• F=LATE SE\ra: ` MODEL S1Ck? RADIO SEA_ 'IT SET SENSL'q td I NTEF= ::N =.TEEL -LATE TW ' 'IE: E ".WST IW"'% ''.AL.E -0X, � F," 4 ,; i i,ATE VALVE (FLxFL` ',.SERHR^:� T.H i" VIA- ;% EL .ALT )LYMPf F '_ \UI<Y _.,. V;'h KI�;INti; STEM WITH HAI.) WHEEL ' ,RILLEFI HC;LE 1\ ::C"✓ER STAN,AkI S" T F _iE:;TI„\, WITH P” M -ELLE ;- i8i`-6. RE;). LAR � Ap E SECTION LENGTH TO FI_ F." `FLx71E: ::EVENT LKEG D4 -TILE IRON Pl=>E 'CLASS 52 3' LGN . WITH LGLLAR 2C" F?(_M P E. EUJAL T'; TH2SE SJP`LIE:) 3Y PA_AH' 4" ALvE N'_.T EXTENSIG\ IF fE -_IRED =+kC 8 e; -.AGE s<79i: y: \Igy . ¢' X14 .',ATE NAL-vE e L x _ Tf 'FLxVI' EQUAL T:? Z a I' I���t ELLER r "' A- 2zS-._-. T-ALINC' FL:: W a lii' 12" ARC,.,ND :,TTY P41VATE + _a C., ;:)k 4" 'Ex'E �(yG, i LINED STILE IR;3\ 'IPE 52, LENGTH Ti FIT. Q M%I1 � C 2 CLAS, •1" OR 3 WATER METE-? FL) i' EQJAL Tr' SZENSJS IWWSMII�METER WITH T, U1--HREA2 ATLIU I C.E -?EGISTEF SENSOR 4 C' STH WHEEL HRH E L Tl I � I - STABLE v 1 FLEXIBLE FLANGE-, + t � ..... TACLE STEEL FEET, ZE:,ISTE-i- F01 i" METE{. <E,.);'E AT'E S.1 �^RT C,'LING AUA'TOR, ROVAC 'AETE� 'AiTH 4"X� " FLxFL (`_'NC;ENTRI`: STAWHI N 3C'LTE'' .A''PF~ VEL' EWr AL. T FL! CR ,,EVERA.L NOTE ALL METE�`_� A". iA .KFL';A-+E-vE\TI )N 'E K1'E (':)M31\ATI t.1S ARE Ni)T _.H,, 4N JK IN( L >EG IN THE TAtt r.i:` ` )ETAIL jFA'WIN. S. IF YC:ii t PARTI ' L; < CMRIN: TK;^, I:, N ;T �.H ;tM\. AN Az criVE, I,F?A'fiJl\C, :TILL E +xEC,:_.I?E; PY THE _.TILITY )EFT. F:,"? ITS INSTA:LLATIOT•.. THE ' �INCIr'AL RECJIREMENTS 'ESA IA ;'AI_.LT =1ZINS LRE THE LEN* TH OF FITTING_ _'1 THEIP '-LEARANC,E FLOW THE vA,.LT -ALLS, ftvHl";H C;LE FA\; E `;HALL 3E =. VINIVJ/ ::F 7" Fk:,::v THE EN_;5. t\' THE ` II E ':LEAKAN 1E 'SHC:.L : ;E AS TY='I.;ALLY S -H :tai'\ `;N THE VARIC::_. S STANf;ARG -�ETAJL`.`' NOTE: )EA:'VAN -iLOCK _}HALL HE :ESI tE • A,c' IN::TALLE) S:: IT FEAR_ AGAINST ]�.FFIC:IE' T „' :I`_;T!J?HE EA :TH n.; T:; ::..FI',`kT THE DESIC\ED THPJST. + PUBLIC' WORKS 3, 4"& 6" COMPOUND DOMESTIC SM. PM - 320.4 ♦ � DEPARTMENT WATER METER ASSEMBLY MARCH 2010 4 6'; 8" & 10" DOUBLE DEECTOR CHECK 6. ASSEMBLY WITHOUT STANDPIPE OUTSIDE 1NSTALLATION N.T.S. STD. PLAN - 360.4 W-381001 5-381001 • 1 icy.■► wwft bMow. CaN before you d'g. UTILITI'CONFLICTNOTE• CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERFWW THE LOCATION, DAWENSION, AND DEPTH OF ALL EXISTMIG UTILITIES *WTHIER SHOW ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYMMG THIS HORIZONTAL AND VERTICAL LOG4TION PRIOR TO CONSTRUCTION. THIS AND THEN SMALL NMCLUDE CALLMIG UTILITY LOCATE O 1-800-424-5555 POTHOLING ALL OF THE D(MMMG UTILITIES AT LOCATIONS OF NEW UTILITY CROSSWGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOC4TKM OF S40 UTiUTIES AS R-3810 15 CITY OF RENTON APPROVED BY: DATE: II IF APPROVED BY: DATE: APPROVEDBY.• I ✓6*01 DATE:9/llll5 SHOOW ON THESE PLANS ARE a4VD UPON THE UNVERNYD PUBLIC 1 Ismousts" Cts. NNFORUMTION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, INSIGHT CONTRACTOR SN4LL CONSULT WM ICOMPANY TO P.O. BOX - 1478 RESOLVE ALL PROL91LEMS PRIOR TO PROCEEDING WfrH CONSTRUCTION. EVERETT WA 98206 2 2ND BUILDMrG RENEW i BUILDNlC PERANT SU811M7TAL REV. W. DESCRIPTION (425) 303-9363 (425) 303-9362 FAX INFO@ INSIGHTENGINEERING.NET SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. BW 08-19-201 RENTON, WA 98056 BRK 04-06-201 INITNLS a4TF TAX ACCOUNT NO.'S: 3344500007 PERMIT NO: 015002518 SE 1/49 SW 1/43, SEC. 05, T. 23 N., R.05 E., W. M. LEGACYRENTON DWG FILENWE DESIGNED BY- DATE. SCALE: JOB NO.: 130623-FINAL.DWG JRC 11-04-2013 N.T.S. 13-0623 SHEET .� a•1Jtoo 7 UTILITY DETAILS C6.1 Vvv F1, � z D c r Z C m z m C CA Ga D O 1 D o r Z C I r C CA Ga CA O n � t i f ' I � Z u 'N O D o r Z C CD p r C CA Ga CA O n � t a z f ' I � Z u D 8 ' � � t rn a � . THE GENERAL CONTRACTOR IS TO PROVIDE SUBGRADES 4" BELOW HARD SURFACES PLUS/40NUS .1 FOOT. ALL ROUGH GRADING SHALL BE POSITIVE, DRAINING AWAY FRO44 ALL STRUCTURES. ALL STONES LARGER THAN 1.5" DPIMETER SHALL BE REMOVED FROM THE GROWING MEDIUM. TOPSOIL SHALL BE PLACED AT A MINIMUM DEPTH OF 8 0 IN ALL BED AREAS AND SHALL BE PACIFIC TOPSOIL'S (800-884-7645) 3 -WAY MIX. TOPSOIL SHALL BE TILLED INTO THE EXISTING SUBGRADE TO ELIMINATE SOIL INTERFACE PROBLEMS. ALL PLANTING AREAS ABOVE PARKING GARAGE SHALL HAVE 18 * OF SOIL. ALL PROPOSED PLANTERS SHALL BE FILLED TO 3" BELOW THE TOP OF PLANTER WITH SOIL. PLANTER HEIGHT VARY FROM 18"�-24j* HIGH. SOIL FOR ABOVE GARAGE PLANTING AREAS AND PLANTERS SHALL BE PACIFIC TOPSOIL'S GROWERS DESIGN LIGHT WEIGHT MIX. ALL BED AREAS TO RECEIVE 20* OF FINE GROUND FIR OR HEMLOCK BARK., C004POSITION MULCHES ARE NOT AN ACCEPTABLE ALTERNATIVE. TREES AND SHRUBS ARE TO BE PLANTED AT A DEPTH 314" HIGHER THAN THE LEVEL THAT THEY WERE GROWN IN THE NURSERY. BARK MULCH IS NOT TO BE PLACED ABOVE THE ROOT CROWN. ALL PLANTS SHALL AT LEAST CONFORM TO THE MINIMUM STANDARD ESTABLISHED BY THE AMERICAN ASSOCIA77ON OF NURSERYMEN. SUBSTITUTIONS ARE STRONGLY DISCOURAGED. IF PLANT AVAILABILITY IS A PROBLEM" CONTACT THE LANDSCAPE ARCHITECT FOR SOURCES OR ACCEPTABLE ALTERNATIVES. IF THE SITE WORK IS DIFFERENT THAN SHOWN ON THE LANDSCAPE PLAN, OR POOR SOILS AND DEBRIS ARE DISCOVERED,, REQUIRING CHANGES TO THE LANDSCAPE PLAN, CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTION. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE LANDSCAPE DURING INSTALLAPON, UNTIL FINAL ACCEPTANCE BY THE OWNERS REPRESENTATIYE. THE LANDSCAPE CONTRACTOR SHALL WARRANTY ALL #A4TERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR, FROM THE TIME OF FINAL ACCEPTANCE. DURING THE "?RANTY PERIOD, THE LANDSCAPE CONTRACTOR WILL NOT BE RESPONSIBLE FOR PLANT DEATH CAUSED BY UNUSUAL CLIMATIC CONDITIONS,, VANDALISM, THEFT, FIRE, OR POOR MAINTENANCE PRACTICES. THE LANDSCAPE ARCHITECT SHALL HAVE SOLE AUTHORITY TO DETERfi#NE THE CAUSE OF DEATH. PLANT COUNTS PROVIDED ARE ESTIMATES ONLY. CONTRACTOR IS RESPONSIBLE FOR CALCULATING ALL FINAL AREA AND COUNTS. / 11 SD SW 114 OF SECTION 5, TWP. 23 N., RGE. SE., W.M. KING COUNTY, WASHINGTON LEGACYRENTON SCALE: 1" = 30' 30 15 0 30 60 I' ' STATE OF WASHINGTON LICENSED LA SCAPE LACHITECT Y ST) STAL LOWE LICENCE NO. 1206 EXPIRES ON. FEB 27 2017 .ENGINELUCOATACT SURVEYOR nowS 19 COMW A.&P.I. LAW SUAWDIW P.O. BOX 1478 4532-8 EVERGREEN WAY EWREM WA 98206 EWRE7T, *4 98203 CONTACT- SANTHOSH MOOLAYIL CONTACT: A4RLEY C. PAWLEY, P.L.S. (425) 303-9363 (425) 252-1884 I FAX (425) 303-9362 FAX (425) 339-0269 APPUCAffICOATACTIOWNER uncy Avalfftrf" W. 6501 AMERICA'S PARKWAY NE - SUITE 1050 ALBUQUERQUE, N#4 87110 CONTACT: FAIZEL K4SSOW PH. (505) 243-6000 CELL. (505) 489-4474 FAX (505) 24.3-1561 LEG& DESCRIPTION THE SOUTHERLY 160 FEET OF THE NORTHERLY 235 FEET or LOT ;312, 3 12, 313, 314 AND 315, AS MEASURED ALONG PARALLEL LINES TO THE SOUTHERLY U4RGW OR SOUTHEAST 110TH STREED (ALSO KNOWN AS MORGAN AVENUE). C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN, DIVISION NO. 5, ACCORDING TO THE PLAT THEROF RECORDED IN KXUME It OF PLATS, PACE 83, IN KING COUNTY WASHINGTON, EXCEPT THE WESTERLY 60 FEET OF SAID LOT 312 CONVEYED TO KING COUNTY BY DEED RECORDED DECEMBER 29, 1915, AS RECORDING NO. 1035005; AND EXCEPT THAT PORTION OF LOTS 314 AND 315 CONVEYED TO THE STATE OF WASHMOGTON BY DEED 18, 1956, AS RECORDING NO. 4655599. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF AASHN TOHN. I 5 COMMENTS KL 8/`12/15 1'5 1.02] 4 CITY COMMENTS KL f! 0 '5 61 x/15 3 SITE PLAN CHANGES KL 6 15 3/14.) 15 61 2 SITE PLAN CHANGES KL 121�18114 1 SITE PLAN CHANGES KL 1113114 REV. NO. DESCRIPTION INITIALS 4 DATE 1 00 w-mino P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX lNF0@ANSI GlTrENGlNEERlNG.NET SITE ADDRESS. 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 TAX ACCOUNT NO.'S: 3344500007 CITY OF RENTON SE 114, SW 114, SEC. 05, T 23N., R. 05 E., W. M. APPROVEDBY.- DATE 9LEGACYRENTON L) DWG nLENAMEDESIGNED BY- DAM SCALE. JOB NO.: APPROVFDBY. DATE.- 13-038-LP.DWG IKCL 121161131 1 13-0623 SHEET 4 AMOVEDBY,- DAA: LANDSCAPE PLAN Ll COVER SHEET Of �D 2-38ao/� TREE RETENTION PROPOSED CONDITIONS X= EXISTING .SIGNIFICANT TREE TO BE REMOVED. 67 TREES OVER 6 » ON THE PROJECT SITE. 26 TREES TO DE REMOVED 41 TO REMAIN. O REPLACEMENT TREES REQUIRED. FOR REPLACEMENT CALCULATIONS PLEASE SEE TREE RETENTION WORKSHEET. #OF TREES COTTONWOOD FIR zym Unlabled TOTAL: 1 7 2 6 1 9 4 8 5 5 1 2 Z 1 1 1 Iii SIZE 611 811 1011 1211 1411 1011 1211 1811 2411 4011 4811 zo^ 611 811 1011 1211 1411 1611 2211 2411 2811 3211 3211 TREE PROTECTIONREQUIREMENTS S W 1/4 OF SECTION S, TWR 23 N., RGE. SE., W. M, KING COUNTY, WASIHNGTON The app6cont mW not 0. eracoai e. stack or stone any aqW:errwrnt, dispose of any rnolw k;ls, supplies or fluids, aper -0- any equipment, insied im*wvious surfeaw, or con act the sort) in any way within the area deelirled by fiwe drip line of any tree to be rwtavwd Prior to dawrkryerrwent 0ctir0066, the ap~ shawN erect and maintain six–foot (+6) high chain link two coneb uction towing around the drip lkmw of all retained tress or at a once surrounding the free equal to one and one-quarter foot (1.25) for ovoy one inch (I*) of trunk corer, whichever is greater, or ahxwgr the perimeter Of a tree prlob*cben tract. Placards shall be pkxod on fencing, f' feet 50' indica the words, "NO T PMISSMIG � C � � – Protecfed Tress," or on each gide of the fencing if loss than fifty feet (S0'). Site access to praisctwd threes or grotoo of trwre swell be fenced and signed. lndh4duol trees shall be fenced on four (4) sides. In cry, the applicant shall provide superwieion wrhenreaer squiprner►t or trucks are moving near tress. If the grade lewd ad okk4 g to a tree to be rata ked is to be raised, the applicant stroll construct a airy rock woN or rock weN around the tree. The dkwnsfer of this ward or well must be equal to the trot's drip liner. The appkcant Hwy riot inmi+aeN imp erw ous surface mil within the area defined by the drip line of any tree to be relair�ed. The rgivde Heel around any tree to be retained mW not be k or+rrd within the groolo - of Me foNow V orsae: (i) the areae deffiSas by few d* lime of the tree, or (N) on area around the tams equvi to on* and one -Half test (1-112') in diwwwOsr for each one inch (1") of tree colip er. A lorger tree pro.1 -tion rout based on tree sise, species. mail, or other coomMens msy bre riequr'rrd. (Ord. 5676, 12-3-2012) AN areas tfwe rvegwrir+md sharN be cefwr+ed crwrrrrleirtirly and owss* with a minimum of three inhere (3') of bork mulch pair tohisioNa br`vn of the prsWwc#iw fencing. rAcsptivns be apprewd N the rnulAch will adv r s ly ~t powiscbed grearund cover pkm*s. (Ord. 5676, 12-3-2012) The applicom shoN retain a certified a rborW or iicansed larwdecap s orcWtoct to intone from we from dewiqprnent actlivis a and/or to prune bra chis and rooft, fertrlire. and wade- as op�enapri�sim for any trete and ground cover Met are to be r 0 f' CHAIN LIN TREE PROTECTION F'ENC'E SCALE* NTS Maw: NO CONSTRUCIM ACTIIATY ALLOOED YMTP*N DRWUNE OF TM. sIEE NOTES. up ., VIS17 SCALE: 1 " = 24' 20 10 0 10 40 i Cl t) ., rr- - / 7 IR;. z R > 1 __4g G) =Z* O z CD ' C M zm. N � Q M z m M M zN olc D ~ � J O CD ' ` 1 Q M y zN olc MA.T' HLINE— SEE THIS SHEET ti RETAINING WALLS SEE ARCHITECTURAL FOR DETAILS CAFE SEATING SEE ARCHITECTURE FOR MOVEABLE SITE FURNITURE SPECIFICATIONS HUDSON WOOD BENCH 6' SURFACE MOUNT DETAIL 317 SEE ARCHITECTURE FOR MOVEABLE SITE FURNITURE SPECIFICATIONS MEL TRANSFORMER MIN 10 MIR 5 SW 114 OF SECTION 5, TWP. 23 N., RGE. SE., W, Mo KING COUNTY, WASHINGTON `` `"` - MATCHLINE— SEE THIS SHEET LANDSCAPE PLANTING SCHEDULE FREES SYMBOL L977 BOTANICAL / COMMONNAAff SIZE CONDfflff CONDITION 8 Amelanchier x grandiflora 'Autumn Brilliance' / SER%4CE19ERRY 10 0 MIN 1 J " CAL. HT. B&B, 25 * O.C. 2 3 Betula popyrifera 'renci' / RENAISSANCE REFLECTION 8WH 1 j" CAL. 8" A41N HT. B&B, IWUL77 STEMMED, SPACING AS SHOWN. 2" 1 Tsugo mertensiono / MOUNTAIN HEMLOCK 8 MIN HT. B&B, SPACING AS SHOWN. GAL. 11 Thuja occidentalis 'Smaroo" / EMERALD GREEN AR90RMTAE 8 A41N HT. B&B, 3 O.C. SHRUBS SYMBOL 0 A Q7Y BOTANICAL / COMMMN"E BOTANICAL / COAOM(ONAAME SME CONDITION CONDITION COMMON Achillea millefolium *Appkk)kmmiom* / APPLEBLOSSOM YARROW 53 Cornus sericea 'Kelsoyi' / KELSEY'S DWARF RED—OSIER DOGWOOD 2 GAL. MIN. CON. GRWN, 2" O.C. 41 Mahonia aquifolium / OREGON GRAPE 2 GAL. MIN. CON. GRWN,, 2' 0. C. 12 Myrica colifomica / PACIFIC WAXMYRRE 2 GAL MIN. CON. GRWN, 5* O.C. 12 Ribes sonquineum 'White Icicle* / WHITE ICICLE FLOWERING CURRANT 2 GAL. MIN. CON. GRWN,, 5 O.C. 9 Rosa gymnocarpa / SALDHIP ROSE 2 GAL. MIN. CON. GRWN, 5 O.C. 36 Voccinium ovatumIEVERGREEN HUCKLEBERRY 2 GAL. MIN. CON. GRWN, 3 O.C. 21 S m horicar s albus / SNOWWRRY 2 GAL. MIN. CON. GRWN, 3* O.C. 4 Physocarpus opulifolius 'A x*' / DABOLO ki 2 GAL. MIN. CON. GRI 5' O.C. 2 Philadelphus lowisli / MOCK ORANGE 2 GAL MIN. CON. GRI 5" O.C. GROUNDCO VERI PERENNIALS SYMBOL i27y BOTANICAL / COAOM(ONAAME SIZE CONDITION CONDITION Pseudotsuga menzifs1i / DOUG FIR Achillea millefolium *Appkk)kmmiom* / APPLEBLOSSOM YARROW 1 GAL. MIN. CON. GRWN, 24" O. C. 6 Acer circinatum / VINE MAPLE Arctostaphylos uva—ursi / KINMWINNICK 4" POTS CON. GRWN, 24* O.C. + 4- GALLON Armeria maritima / PINK SEA THRIFT 1 GAL. MIN. CON. GRWN, 24' O.C. 0 O.C. Deschampsid coWitoso / TUFTED HAIR GRASS I GAL. MIN. CON. GRI 24* O.C. 58 Symphoricarpos albus / SNOWSERRY Fragaria chiloonsis COASTAL STRA*WRRY 4* POTS CON. GRI 24* O.C. 1 GALLON Goultheria shollon SALAL 4* POTS CON. GRI 24* O.C. tAllium cemuum / Nodding onion 4* POTS CON. GRI 24* O.C. *LANDSCAPE CONTRACTOR TO DETERANNE THE QUNITITY NEEDED. EROSION /SL Off STA BIL INNG PL 4 A T LIST SYMBOL QTY BOTANICAL/ COMMONNAME wa AL - PLANT LIST RECOMMENDED BY WASHINGTON STATE DEPARTMENT OF ECOLOGY. EROSION/ / SL OPE STA BIL IZ WG SEED) VM BOTANICAL / COMMONNAME 45% Festuca rubra L. ssp. rubra / CREEPING RED FESCUE 45X Lolium perenne L. PERENNIAL RYEGRASS 12,043 SF 5X Trifolium repons L. WHITE CLOVER 51b Agrostfs castellonal HIGHLAND COLONIAL BENGRASS SEED TO BE SOWN AT A RATE OF 8 POUNDS PER 1000 SQUARE PLANTERS FEET. CORONADO RECTANGULAR PLANTER L 48'p W 240 H 18" ANNUAL AND PERENNIAL MIX TO BE ChANGED SEASONALLY SEE DETAIL 516 CORONADO SQUARE PLANTER L 24" W 24" H 180" ANNUAL AND PERENNIAL MIX TO BE CHANGED SEASONALLY SEE DETAIL 616 SCALE. 1 10' 10 5 0 10 20 CITY OFRENTON APPROVED BY: DATE: APPROVED BY: DATE: APPROVEDBY,- DATE: Wd 1 A L L STATE OF WASHINGTON LICENSED LA SCAPE A CHITECT Age YSTAL LOWE LICENCE NO. 1206 EXPIRES ON FEB 27 2017 .ENGINEER ICOATACT SURVEYOR MW 0I MG COY A.S.P1 LAW SUAMDW P.O. BOX 1478 4532-8 EVERGREEN WAY EVERETT WA 98206 EVERETT W4 98203 CONTACT SO4THOSH MOOLAYIL CONTACT: HARLEY C. PAWLEY, P.L.5. (425) 303-9363 (425) 252-1884 FAX (425) 303-9362 FAX (425) 339-0269 APPUCANTICONTACTIOWMER LIMMY Mcawffiviry, Mc. 6501 AMERICA'S PARKWAY NE — SUITE 1050 ALBUQUERQUE, NM 87110 CONTACT FAIZEL K4SS4Ad PH (505) 243-6000 CELL. (505) 489-4474 FAX (505) 243-1561 LEGAL DESCRIPTION THE SOUTHERLY 160 FEET OF THE NORTHERLY 235 FEET OF LOT 312, 313, 314 AND 315, AS MEASURED ALONG PARALLEL LINES TO THE SOUTHERLY MARGIN OR SOUTHEAST 110Th STREED (ALSO KNOWN AS MORGAN AVENUE). C.D. HILLA&NS LAKE WASHINGTON GARDEN OF EDEN, D/V4S/0N NO. 5, ACCORDING TO THE PLAT THEROF RECORDED IN VOLUME 9 OF PLATS, PAGE 83, IN KING COUNTY WASHINGTON, EXCEPT THE WESTERLY 60 FEET OF S410 LOT 312 CONVEYED TO KING COUNTY BY DEED RECORDED DECEMBER 29, 1915, AS RECORDING NO. 1035005; AND EXCEPT THAT PORTION OF LOTS 314 AND 315 CONVEYED TO THE STATE OF WASHINGTON BY DEED 18, 1956, AS RECORDING NO. 4655599. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTOHN. 5 COMMENTS KL SIZE CONDITION 7 Pseudotsuga menzifs1i / DOUG FIR 8' A41N HT. B&B, 10' 0. C. 6 Acer circinatum / VINE MAPLE 1 J"' CAL. B&B, 8' O.C. 12 Holodiscus discolor / OCEAN SPRAY 1 GALLON 5" O.C. 9 Salix scouleriana / SCOULER WILLOW I GALLON 6' O.C. 27 Vaccinium ovatumIEVERGREEN HUCKLEBERRY 1 GALLON jo O.C. 58 Symphoricarpos albus / SNOWSERRY 1 GALLON X O.C. 63 Symphoricarpos albus / SNOWSERRY 1 GALLON 5' O.C. PLANT LIST RECOMMENDED BY WASHINGTON STATE DEPARTMENT OF ECOLOGY. EROSION/ / SL OPE STA BIL IZ WG SEED) VM BOTANICAL / COMMONNAME 45% Festuca rubra L. ssp. rubra / CREEPING RED FESCUE 45X Lolium perenne L. PERENNIAL RYEGRASS 12,043 SF 5X Trifolium repons L. WHITE CLOVER 51b Agrostfs castellonal HIGHLAND COLONIAL BENGRASS SEED TO BE SOWN AT A RATE OF 8 POUNDS PER 1000 SQUARE PLANTERS FEET. CORONADO RECTANGULAR PLANTER L 48'p W 240 H 18" ANNUAL AND PERENNIAL MIX TO BE ChANGED SEASONALLY SEE DETAIL 516 CORONADO SQUARE PLANTER L 24" W 24" H 180" ANNUAL AND PERENNIAL MIX TO BE CHANGED SEASONALLY SEE DETAIL 616 SCALE. 1 10' 10 5 0 10 20 CITY OFRENTON APPROVED BY: DATE: APPROVED BY: DATE: APPROVEDBY,- DATE: Wd 1 A L L STATE OF WASHINGTON LICENSED LA SCAPE A CHITECT Age YSTAL LOWE LICENCE NO. 1206 EXPIRES ON FEB 27 2017 .ENGINEER ICOATACT SURVEYOR MW 0I MG COY A.S.P1 LAW SUAMDW P.O. BOX 1478 4532-8 EVERGREEN WAY EVERETT WA 98206 EVERETT W4 98203 CONTACT SO4THOSH MOOLAYIL CONTACT: HARLEY C. PAWLEY, P.L.5. (425) 303-9363 (425) 252-1884 FAX (425) 303-9362 FAX (425) 339-0269 APPUCANTICONTACTIOWMER LIMMY Mcawffiviry, Mc. 6501 AMERICA'S PARKWAY NE — SUITE 1050 ALBUQUERQUE, NM 87110 CONTACT FAIZEL K4SS4Ad PH (505) 243-6000 CELL. (505) 489-4474 FAX (505) 243-1561 LEGAL DESCRIPTION THE SOUTHERLY 160 FEET OF THE NORTHERLY 235 FEET OF LOT 312, 313, 314 AND 315, AS MEASURED ALONG PARALLEL LINES TO THE SOUTHERLY MARGIN OR SOUTHEAST 110Th STREED (ALSO KNOWN AS MORGAN AVENUE). C.D. HILLA&NS LAKE WASHINGTON GARDEN OF EDEN, D/V4S/0N NO. 5, ACCORDING TO THE PLAT THEROF RECORDED IN VOLUME 9 OF PLATS, PAGE 83, IN KING COUNTY WASHINGTON, EXCEPT THE WESTERLY 60 FEET OF S410 LOT 312 CONVEYED TO KING COUNTY BY DEED RECORDED DECEMBER 29, 1915, AS RECORDING NO. 1035005; AND EXCEPT THAT PORTION OF LOTS 314 AND 315 CONVEYED TO THE STATE OF WASHINGTON BY DEED 18, 1956, AS RECORDING NO. 4655599. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTOHN. 5 COMMENTS KL 8112115 4 CITY COMMENTS KL 6130115 3 SITE PLAN CHANGES KL 3126115 2 SITE PLAN CHANGES KL 12118114 1 SITE PLAN CHANGES KL 1113114 REV. NO. DESCRIPTION INITIALS DATE I INwobom"o to, P.O. BOX - 1478 EVERETT5 WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO @INSIGHTENGRiEERING.NET SITE ADDRESS. 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 TAX ACCOUNT NO.'S. 3344500007 SE 114, SW 114, SEC. 05, T. 23 N., R. 05 E., W. M. LEGACY RENTON )WG MENAME DESIGNED BY- DATE SCALE: JOB NO., 13-038-LP.DWG KDL 12116113 13-0623 SHEET LANDSCAPE PLAN L3 Of L11 CD n 3��d' OR 13 > M Z 2 C M M - CJj a 2 C '—Z rr z M 9 M IDL� Z*1 2 C M A 31 51 R) z M IDM S W 1/4 OF SECTION 5, TWP. 23 N., R GE. SE., W.M. KING COUNTY, WASHINGTON 'w va-, r r r I UM w w w *4 NY w w Ni- Ni- w 14, w w w w w w .V w w w w w w w w w w w 141,11Vw %411\Vw ,Y N+1/ w w *.bl w w w w dr w 4,w w 141, w *V ^�^' vlr w <V%411 V w w w w w w w w �,V Vr w w w w liew w �% �lr w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w wI w w w w w w w w w w w w Ni- w w w yr w w v. 41 w w w w w w w w w w w w w w .w w w w w w w w w w w w w w w w w w w sir w w w N1 w w w w w w w of w w .v w w w v,F w w w w w w w w w w w w 14, w w w ,lr w w w tla w w w w w w w � w w w w w 'IVw w w w w w 14ew � NV� w w w � •� w w Nil ,v w .�. w w w w w .� w w w w w w J,r w w w w w w � w w w w '.V NV Nil lie w w w ', w w w w w w w w w w � w w w w Je w w tiV w w w w w w *�' w w w w w w w w w w +lr w w w w w w •� w w w w ,� w w 14e Ir w w w w w j w w w / SCALE: 1 " -• 1 of 10 5 0 10 20 • /�'�� r.. .. .�.; , . F ,4 lh' .,, ,Ix�.,,, YC� ;, .,.P". �_u;'L C. .,✓s, ., F ,a: ,�bF,.;�.k,.. „5, ,eK,ti. •� FOR �OW DLTA c . OR 3 R0 CK B UBBLER TSA E'ER FEA TURE SCALE NTS C`lj,•2.3Rad /9 CASUAL SEA77NG A,VD LOUNGGING SEE ARCHITECTURAL FOR A M0VE48LE SITE FURNITURE SPECIFCATION��r OUTDOOR PATIO 500 SF LEVEL 2 SCALE: 1 "M 10' rJwEM CORONADO RECTANGULAR PLANTER L 48N W 244" H 18 st ANNUAL AND PERENNIAL MIX TO BE CHANGED SEASONALLY SEE DETAIL 516 CORONADO RECTANGULAR PLANTER L 48'0 W 24" H 24* SEE DETAIL 516 CORONADO RECTANGULAR PLANTER L 72" W 18" H 181* VINE AND ANNUAL/PERENNIAL MIX TO BE C904GED SEASONALLY SEE DETAIL 516 CORONADO SQUARE PLANTER L 24" W 24'0 H 18 ANNUAL AND PERENNIAL MiX TO BE CHANGED SEASONALLY SEE DETAIL 616 *NOTE ALL PLANTERS TO BE A"NUFACTURED WITH 1P DRAINAGE FITTING AND 10 IRRIGATION SLEEVE TO SIMPLY INSTALLATION AND MAINTEN04CE, PL"T SCHEDULE SHRUBS SYMBOL 97Y BOTANICAL / COMAOWNAME SME C6WD)T10A1 0 27 Buxus microhphylla 'compacta" / KINGSVILLE DWARF 2 GALLON. CON. GRWN,, 18," O.C. 24 Nassolla tenuissima / MEXICAN FEATHER GRASS 1 GALLON. CON. GRWNt 12" O. C. 12 Forgesia rufa / SUNSET BAMBOO 1 GALLON. @ 3 flex crenata "Sky Pencil' / JAPANESE HOLLY 1 GALLON. 7 Clematis armadii "Snowdrifts / EVERGREEN CLEMATIS 1 GALLON. NATIVE GREEN ROOF MIX Cascade Native k4ixllw Modules by GreenFeathers Evergreen Sodums native to the western side of the Cascades 1150 SF provide a mix of blocky, textures with silveryblue, blue—gram,, burgundy and green fol' . Flower colors are predominantly yollow. spociality mix Sedum spothulifollum *Cape Blonco" Sedum spathulifollum 'Purpureum* Sedum oroganum Sedum div*rgens A4ix*d together and planted for even, full coverage. OUTDC LIQ A WITH CAS SEA77NG ARCHITECTU FOR ALL MO%TA SITE FURNM SPECIFICATM T FLE USE SE SEE ARCHITECT FOR ALL MOW SITE FURS SPECIFICA' 24"x24'0 PA 72 SEE DE SHEE HUDSON *000D BENCH 6' do 8* LENGTH FREE STANDING SEE DETAIL 3/7 Wavaim SCALE: 1 8=10' SW 114 OF SECTION 5, TWP. 23 N., RGE. 5W.M. KING COUNTY, WASHINGTON SEE DETAIL 316 a �.M6. S.0 V a- r It %..v %.0 r STANDARD MODULE GREEN ROOF SYSTEM 1092 SF SEE DETAIL 116 R-381020 .1. SCALE: 1" = 20' 20 1.0 0 20 40 LiveRoof STANDARD SYSTEM o,.,Co.,.eww ate, A.." Li SIDE VIEW LiveRoof MOdiJIE Moieliure PoM&Tm LiveRM Engtneeled Soil LiveRoof Green Roof PMr�s (Minimum 95% Soil Coverage at Inst tion) _ MWmum 40 -mil Pdy'p q)y* a or EPDM Sika Sheet, Edges Overlapped & Sewrod EPDM, TPG or PVC 1Nelierpr+ooFing Membrane Bonding Adhesive Insulation \ , �— Insulation Adhesive M �i s.1/ TOP VIEW °"^'o°"°"6 elz Y n Subterranean Irrigation bWWW" UMW 11001 "nrwlleler S W 1/4 OF SECTION 5, TWR 23 N., RCE. SE., W, M. KING COUNTY, WASH17VGTON SIDE VIEWS Provided Pwapet or BWdWV Wall by dho Cover Pipe w* Engilnserecl F ooffid�.�e Aluminum Edi Restraint rwape Soil or Stone BWW If Soil, out FNW Fabric and If Sal, cut hole in Fiber Fabric PART Nle LIVEROOF SYSTEM D* ENSIONS FIMSH plebe over Poe for Iffigittion Head STD 4ALL•96 STANDARD, 4,2Vx 3.226'x 96" MLL r r STS[ % STAID 4,25*c 3.25"x 9.6 BRONZE AI+ I zt � A \ 'i \ /, /� i\ % r►'►. I�� 1 / . T©-0tA K 16 STmD�1 4.25' 3.26." NXK ANODIZE LirRoaf System Sarklraied W+ehht: 27-29 Lbs sf NOT TO SCALE ILLUSTRATKAS ARE TO CONCEPTUALLY ASSIST PROFESSIONALS IN DESIGNING LIVEROOF STANDARD A INSTALLATIONS. LIVER" DOES NOT ACCEPT RESPONSNULTY FOR ENG EERINC' BASED ON ILLUSTRATIIONS. A QUALIFIED ROOFING SPECIALIST SHOULD BE CONSULTED TO DETERMNNE APPROPRIATE WATERPROOFING AND ROOF DECK MATERIALS AND SUITABLE DEWN. i LiveRoof, LLC P.C. Box 533 (8W) 875-1392 Spring Lake, MI 49456 www.kwoof.com L 00f 1 LIVEROOF STANDARD SYSTEM SC&E.- NTS rw 4C HANDEEk * i JSELECT DESIRED COLOR LIGHT SAND TEXTURE ❑ 90-WFNTE ❑ 1004NUFf ❑ 101-LATTE ❑201 -TAN 7208-ifiRRACOTTA F -1215 -ADOBE ❑2324URGUNDY ❑320-KHNCI F -1322 -CYPRESS F1325 -PARCHMENT F-1 463 -DARK GRAY ❑808,S1WD BEIGE E1970 -DOVE, ❑ 9724PEARL ❑981 -MOCHA OR SAdNlli ❑ 5BOf►WHITE ❑ 506SAMD BEIGE El 6414 -DARK GRAY F] 8206 -TERRACOTTA ❑ 821SADOBE ❑82244LAl'fE 782324BURGUNDY ❑ 8326d0w1 ❑8322 -CYPRESS ❑ 832SPMCHMENT ❑se7aoovE F-1 9072 -PEARL ❑9961 -MOCHA 09993 -BUFF YMrrTAN STATUARY BRONZE 24" AC� THE CHANDLER COMPANY 2621 SOUTH BIRCH STREET SANTA ANA, CA, USA, 92707 'HONE: (714) 979-4212 FAX: (714) 979-4854 www.#*chwdercompany.com any.com a r" AVAILABLE SIZES HEIGHT X WIDTH STANDARD DIAMETER 18" 24" 18" X 24" 48, 60", 72" 4" X 24" ", 72" 24" X 3 " 54", 64, 72", 84" 30" X 30" 54", 60", 72", 84" 30" X 36" 609, 72", 84" 36" X 36" 7211, 84", 96" NOTES, 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. CONTACT M44UFACTURER FOR CUSTOM SIZES. 4. SAUCERS AND DF* TRAYS AVAILABLE FOR ALL STYLES AND SIZES. a. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADd*Wk.cotr~►li * REFERENCE NUMBER 600-044. COROAiI' O RECTANGULAR PLANTER TER SCALE N TS Rook* A nimm Drain (pow Y& Sol, RtIuwd %* St xw Mat) Slip Sheet, IoOse laid SCH 40 PVC Pipe, boned SCH 80 Solvent Weld Fittings OpW 2: SumxxIdn Green Roof, Dr4lilnage I+erquir+ed at PammiN SCH 40 PVC UVAuMot Pipe, Elewairtd above Drain Holes Rw E+dp, wiih PwDIill.d holes "cod 5' Cim"r Bobd rI�T i «rl - I �' l ♦� '/ate,- ,"`tt\l� ��.. LL NOT TO SCALE SLOPE, REFLECTIVE SURFACES, SHADE, SU ANG HEIGHT AND MIND EXPOSURE AFFECT IRRIGATION IRRIGATION B hiEHDS. CONSULT LIVEROOF LICENSED GIlRC.►MIIE#t FOR APPROPRIATE PLANT SELECTIONS BASED ON SITE v2011-04-13 CONDITIONS. CONSULT A 0UAL 11ED MRNIiGATION SPECIALIST TO DETEOWNE APPROPRIATE DESIGN CONFIGURATION OF IRRIGATION, I NCLUDMrG PIPE DIASTER, LAYOUT, HEAD STYLE MND SPACIN+C'3. LW~, LLC P.O. Bax 533 (800) 875-1392 Spft Lake, MI 494% +www.li smof.com Liv 00 I f 2 S UIQ' TERRANEAN IRRI GA TION SCSS.- ,N Ts C;HANDEEFILTM o�ewar— �6ELECT DESIRED COLOR LIGHT SAND TEXTURE ❑ 90 -WHITE ❑ 10aBUFF ❑ 101-LATTE E -1201 -TAN ❑208 -TERRACOTTA F -1215 -ADOBE 0232 -BURGUNDY F -1320 -KHAKI R322 -CYPRESS F1325 -PARCHMENT ❑453.OARi(GRAY Ll 806 -SAND BEIGE ❑s7aoove ❑ 972 -PEARL ❑981 -MOCHA OR SMOOTH ❑5804 -BLACK F] 5606 -WHITE ❑ 5AO6-SAND BEIGE ❑6414DARK GRAY 78208 -TERRACOTTA L18215 -ADOBE ❑8224LATfE El 8232 -BURGUNDY 1:1 8320 -KHAKI El 8322 -CYPRESS [:] 8325 -PARCHMENT ❑ss7aoove ❑se72-mow. ❑9e81-Mocw+ ❑ 998381101` )9006-TAN1 STATUARY BRONZE x NOTE: PLANTER ALSO AVAILABLE IN ROUND. (SEE NOTE 3). 96aWO ROO k� " .. A j U I I 1 `1� . 1 LiveRoof Global, LLC P.O. Bax 533 4$W) 8751392 Spring Lake, W 49W wwyr.i'ir vdcom EDGING DETAIL SCALE- N75 THE CHANDLER COMPANY 2621 SOUTH BIRCH STREET SANTA ANA, CA, USA, 92707 PHONE: (714) 979.4212 FAX: (714) 979.4 www.#*chandWcompany.com AVAILABLE SIZES HEIGHT(H) STANDARD WIDTH(W) 18" 24" 30" 36" 48" 24" 24" 300' 36" 42" 48" 30" 30" 36" 42" 48" 60" 36" 36" 42" 48" 60" 72" 42" 42" 48" 60" 72" USE CHART TO SPECIFY 18" 24" NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE' WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. CONTACT MANUFACTURER FOR SHAPE OPTIONS. CUSTOM SIZES AVAILABLE. SAUCERS AVAILABLE. 4. CONTRACTORS NOTE; FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADd9taiIs.corNi* REFERENCE NUMBER 600-034. CORONADO SQUARE PLANTER SCALE NTS S . s-�►-���' S A Live.[..00f 382021 C (L� I- rz. ) m(C � `L O C m C T z� o C mC = m. CN � z mr L51 N r 1� w y oOz CD tQ > � C � o1 �z « o z C M zj C M _CD - m �z m pz m S D m(C � `L O C m C T z� o C mC = m. CN � z mr L51 N r 1� w y oOz CD tQ > � C � o1 �z « o z C i $'A � i f-Tw" A A 4A Zell 4 4 ft4ftta I —Architectural Slabs Protection Board (as required) Waterproof Membrane PA VER DETAIL SCALE -NTS Roof Deck (min. 2% slope to drain) SW 114 OF SECTION 5, TWP. 23 N., RGE. SE., W.M. KING COUNTY, WASHINGTON 4� TM r 19 wi s, r2� APPIAN WAY PEDISTAL SYSTEM SCALE: N TS SCALE: N TS HUMN ww MDXH 60 & 81 Laim FM STAAGM & SMACE NOW NIM f SOW -M, SOWD-M SRPNA)6-W. SMWJD-4w *AWW.. 2- 6' SWACE AOW I- d' FIS STAMM 3- 6" FXff STAMM 111610M. #1 102.8 Lw 8'2V LM AIME 7NNO". FDM#+S7WJCnW OR AVROW EMA I R-381021 CD. a, 0, -.DL __� saga 0 0 SCALE: N TS HUMN ww MDXH 60 & 81 Laim FM STAAGM & SMACE NOW NIM f SOW -M, SOWD-M SRPNA)6-W. SMWJD-4w *AWW.. 2- 6' SWACE AOW I- d' FIS STAMM 3- 6" FXff STAMM 111610M. #1 102.8 Lw 8'2V LM AIME 7NNO". FDM#+S7WJCnW OR AVROW EMA I R-381021 CD. a, 0, -.DL __� BACKFILL WITH EXISZ SOIL. IF UNSUITA SOIL IS FOUND, CONT LANDSCAPE ARCHITI FINISH GRA NOTE: DRIVE STAKES UNTIL FIRM IN GROUND TO SUPPORT TREE.. TREE STAKING CHAINLOCK TREE TIE 2" BVC ROUND STAKES SET 1TSIDE ROOTBALL LMOVE AFTER ONE "SEAR.) d?K MULCH 2" DEPTH :EP CLEAR OF TRUNK BASE L BERM/WATER BASIN IT AND REMOVE TWINE ID BURLAP FROM TOP ID SIDES OF ROOTBALL. EMOVE ALL WIRE ,SKETS. ) ,IMPACTED NATIVE SOIL S W 1/4 OF SECTION 5, TWR 23 N., R GE, SE., W, M. KING COUNTY, WASHINGTON TREE G DYING SCAE: NTS REMOVE UNTREATED BURLAP 40 1.5 D FROM TIP 1/3 OF ROOTBALL. REMOVE TREATED BURLAP Rootbail 6 OR WIRE BASKETS INSTALL 1" ABOVE Diameter COMPLETELY. ("D") CONTAINER PLANTS—SCORE CONTAINER DEPTH am ROOTBALLS IN 3 PLACES FIBERGLASS PLANTER TYP. PLACE 2" LAYER OF Q9 TO 1 /2 DEPTH, SPECIFIED MULCH ®' TOP DRESSING OVER PLANTING BED. a FERTILIZER. SEE SPECIFICATION. AL_ BACKFILL PLANTING PIT WITH SPECIFIED MIX OF NATIVE AND IMPORTED SOIL. MOUND CENTER OF PLANTING PIT COMPACT TO SUBGRADE DENSITY. PROVIDE WATER SAUCER. ....:::'•. _ _ fS4 FINISH GRADE OF SOIL. PLANT TABS. QUANTITY _ — ACCORDING TO MANUFACTURER'S _ I = 0.151D SPECIFICATIONS. iii—iii iii iii—iii—i NOTE: DETAIL APPLIES TO TREES, SHRUBS AND GROUNDCOVER PLANTINGS.. SHR UB PLANTING SCALE. NTS INSTALL GROUNDCOVERS AS SPECIFIED SCORE ROOTBALL 3 PLACES TO 1/2" DEPTH INSTALL 1" ABOVE CONTAINER DEPTH INSTALL FERTILIZERS PER MANUFACTURERS RECOMMENDATIONS TOP DRESSING FERTILIZER AS SPECIFIED TYPICAL FINISHED ( W/ 2" LAYER SPEC MULCH. VERIFY SAL r uf7e44 k■e■/ 1/2 SPACING DISTANCE �II II PLANTING FERTILIZER AROUND ROOTBALL BACKFILL W/ APPROVED TOPSCi L GROUND "O VER PLANTING SCAZ NTS PLAN VIEW OF SPACING HOLD FINISH GRADE OP MULCH 3" BELOW TOP ISP P1 A NI TP P CONTAINER PLANTING DETAIL SCAM- N TS Z Utf'IH MULCH AS SPECIFIED 2—STRANDS #10 GAUGE WIRE W/ VINYL HOSE GUY AT 3 POINTS PER TREE EQUAL SPACED FLAG WIRES 7I1NISH GRADE OF MULCH TREE GUY STAKE AS SPECIFIED NOTE: WHERE TREES OCCUR IN LAWN AREAS, PROVIDE 3' DIA MULCH CIRCLE. GROWN BED 0 CENTER AND SLOPE ® 3% TO EDGE OF WALL DRIP IRRIGATON MIN. DEPTH GROWERS DESIGN TOPSOIL FILTER FABRIC OR WATERPROOF LINER 2" DRAINROCK OR CLEAN SAND H ARDSCAPE SURFACE NOTE SEE PLANTER DETAILS ALSO ON SHEET L5 /A F SECTION 5, TWP, 23 N., R GE. SE., G COUNTY, WASHINGTON I i OWNER TO LOCATE IRRIGATION I EQUIPMENT. CONNECT I TO WIRELESS RAIN SENSOR ON LEVEL 4. EXTEND 2" ELECTRICAL CONDUIT TO LEVEL 2 I AND 4. I SEE MECHAIWCAL I dh PLUMBING DRAWINGS I FOR WATER LINES do STUB OUT LOCATIONS. W.M. PLAN IS DIAGRAMMATIC, STANDARD TRADE PRAC77CES TO BE EMPLOYED TO INSURE ECONOMY OF TRENCHING AND SLEEVING. EXACT LOCATION OF LINES AND HEADS MAY BE ALTERED BY CONTRACTOR TO PROVIDE BEST WATER COVERAGE. IRROGATION INSTALLATION SHALL COMPLY WITH ALL CITY REGULATIONS AND STANDARDS. IN THE EVENT A CITY STANDARD CONFLICTS WITH USED IRRIGATION PLAN, CITY STANDARDS SHALL. TAKE PRECEDENCE, IRRIGATION TRENCH DEPTHS, 18" FOR MAINLINE,, 12'0 FOR LATERAL LINES. OF ALL DEBRIS THAT CAN RESULT IN DAMAGE TO THE PIPING. SET VALVE BOXES SQUARE TO AD44CENT .BUILDINGS, WALKS OR PARKING. TRENCHES SHALL BE FREE LEAVE A MINIMUM OF 3' OF ADDMONAL CONTROL WIRE LOOPED AT EACH VALVE SOX. ATTACH CONTROL WIRES TO THE ADJACENT P~ WT'H ELECTRICAL. TAPE, AT LEAST EVERY 20'. RUN 3 SPARE WIRES ALONG ENTIRE LENGTH OF MAINLINE, LOOP THROUGH EACH VALVE 80X TO FARTHEST VALVE BOX EACH DIRECTION. IRRIGATION SCHEDULE SYMBOL 7YPE N"U1"AUURER loFw-wpr"N Q T H TO F ROTOR �4" 5540 FRIES ROTORS 1" 16-22 RA/NBIRD 5545-18S 30 PS10 17' RADIUS OR APPROVED EQUAL. 1 Y2" 36-55 2" 10 SERIES MPR — 30 PSI —10' RADIUS. Q T H TQ F SPRAY 15 STRIP SERIES SST, CST, EST NOZZLE AS NEEDED HEADS RAE � TO PROVIDE HEAD TO HEAD COVERAGE OR APPROVED Ems. EST SST CST AUTOMATIC 104 PEB SERIES CONTROL VALVE 100—PPB—PRS—D 1 " VALVE BOX AMTEK STANDARD OR JUMBO AS NEEDED — OR APPROVED EQUAL. DRIP CONTROL I RD XCZ-075—PRF 314 wX314'; 0.2-5 GPM, LFV-075 ZONE VALVE WITH 314" PRESSURE—REGULA77NG ROY FILTER KITS30 PSI — OR APPROVED EQUAL DRIPLINE AREA RrAMRD DRIPLINE XFS-09-18. . 9GPH EMITTERS AT 18" 0. C. — OR APPROVED EQUAL -------- - --------- METER 314" INSTALL PER CITY STANDARDS. M DOUBLE CHECK FEBCO 314 "— INSTALL PER CITY STANDARDS. ASSEMBLY QUICK RAIINDIRD 3RC W1 33D KEY - OR APPROVED EQUAL. COUPLER 0 GATE VALVE MISCO TI —1 OR APPROVED EQUAL. ESP-16SITE—W SATELLITE CONTROLLER 16 STATIONS— CONTROLLER RAIlRD OR APPROVED EQUAL.. WIRELESS RAIN RAINBIRD WR2—RFC RAIN/FREEZE SENSOR & INTERFACE. SENSOR Poo I— POINT OF CONNECTION. SEE MECHANICAL. & PLUMBING DRAWINGS FOR DETAILS. MAINLINE RARD 1 Y2" SCHEDULE 40 PVC — — — _ — — — — — LATERAL LINE RMRD CLASS 200 — SEE SCHEDULE OF PIPE SIZES. — SLEEVINGT RAINBMRD SCHEDULE 40 — 2X *S WMETER OF PIPE. PIPE SIZES OPAI PIPE SlZff 0-8 �4" 9-1'5 1" 16-22 1 Y4" 23-35 1 Y2" 36-55 2" ZONE M SIZE GPM CITY OF RENTON STATE OF WASHINGTON LICENSED LA SCAPE A"v"vL CT YSTAL LOWE LICENCE NO. 1206 EXPIRES ON FEB 27 21:317 ENGINEER / CONTACT SURVEYOR M GOAfW P.O. BOX 1478 EVERETT, WA 98206 CONTACT SANTHOSH MOOLAYIL (425) 303-9363 FAX (425) 303-9362 A.S.P.L LAID SLOKVM 4532-B EVERGREEN WAY EVEREIT; WA 98203 CONTACT: HARLEY C. PA*tf Y, P.L.S. (425) 252-1884 FAX (425) 339-0269 APPLICANT/CONTACT/OWNER L►cY rrm, Inc. 6501 AMERICA'S PARKWAY NE - SUITE 1050 ALBUQUERQUE, NM 87110 CONTACT: FAIZEL K4SSAM P.H. (505) 243-6000 CELL. (505) 489-4474 FAX. (505) 243-1561 LEGAL DESCRIPTION THE SOUTHERLY 160 FEET OF THE NORTHERLY 235 FEET OF LOT' 312, 313, 314 AND 315, AS MEASURED ALONG PARALLEL LINES TO THE SOUTHERLY MARGIN OR SOUTHEAST 110TH STREED (ALSO KNOM74' AS MORGAN AVENUE). C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF' EDEN, DIVISION NO. 5, ACCORDING TO THE PLAT THEROF RECORDED IN VOLUME It OF PLATS, PAGE 83, IN KING COUNTY WASHINGTON, EXCEPT THE WESTERLY 60 FEET OF SAID LOT 312 CONVEYED TCS, KING COUNTY BY DEED RECORDED DECEMBER 29, 1915, AS RECORDING NO. 1035005; AND EXCEPT THAT PORTION OF LOTS 314 AND 315 CONVEYED T() THE STATE OF WASHINGTON BY DEED 18, 1956, AS RECORONNG NO. 4655599. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTOHN. 4 CITY COMMENTS KL 6130115 3 SITE PLAN CHANGES KL 3126115 2 SITE PLAN CHANGES KL 12118114 1 SITE PLAN CHANGES KL 1/13114 REV: NO. I DESCRIPTION INITIALS DATE l loffl. F.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INF @ INSlG=NGMERING.NET SITE ' ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 TAX ACCOUNT NO.'S: 3344500007 • / SE 1/4, ,SR W 1/4, SEC. 05, T. 23 N., R.05 E., W..i M. APPIROVED BY. DA'C'E. ' • � LEGACYRENTON DWG FILENAME DESIGNED BY. DATE: SCALE: JOB NO.: AP,PROVED"BY. R DATE. 13-038_LP.DWG KDL 12,lP6 13 13- , SCALE: 1. " = 10' SHEET WGATIONPLAN I.9 10 5 43 10 ZU PA AOVER BY. DATE. 'of L11 cn r-3g11Ao�y SCALE: 1 10 100 5 0 10 20 S W 1/4 OF SECTION S, TWR 23 N., R GE. SE., W, M. KING COUNTY, WASHINGTON LEva z SCALE: 1=10' LEVEL 4 0000� a0000� 0 ❑ ❑ Tm 0 ❑ ❑ LOCATE IRRIGATION EQUIPMENT & VALVES ON WALL IN POOL EQUIPMENT ROOM PER OWNERS APPROVAL. STUB UP 2'* ELECTRICAL CONDUIT FROM GROUND FLOUR. SEE MECHANICAL & PLUMBING DRAWINGS FOR WATER LINES cit STUB OUT LOCATIONS. SCALE: 1 =10' RAIN SENSOR— MOUNT PER MFR'S INSTRUCTIONS. TO BE ORIENTED TO THE SOUTHIWST ADOVE A PLANTING eED. ONWER TO APPROVE LOCATION. i CITY OF RENTON APPROVED BY: %gZaL A/`� DATE: APPROVED BY.DATE. APPROVED BY: DATE: STATE OF WASHINGTON LICENSED LAN SCAPE A CHITECT YSTAL LOWE LICENCE NO. 1206 EXPIRES ON FEB 27 2017 ENGIM R 1 CONTACT SURVEFOR r riE MMG 00URW A.&P.L LAND .SLOK�NAIG P.O. BOX 1478 4532—B EVERGREEN WAY EVERETT, WA 98206 EVERETT, WA 98203 CONTACT SANTHOSH MOOLAYIL CONTACT: HARLEM C. PAWLEY, P.L.S. (425) 303-9363 (425) 252-1884 FAX (425) 303-9362 FAX (425) 339-0269 Ails ji , ANT/CONTACT/OWNER cox MOSM"MY, AW. 6501 AMERICA'S PARKWAY NE — SUITE 1050 ALBUQUERQUE, NM 87110 CONTACT: FAIZEL KASSAM PH. (505) 243-6000 CELL. (505) 489-4474 FAX (505) 243-1561 LEG& DESCRIPTION THE SOUTHERLY 160 FEET OF THE NORTHERLY 235 FEET OF LOT 312, 313, 314 AND 315, AS MEASURED ALONG PARALLEL LINES TO THE SOUTHERLY MARGIN OR SOUTHEAST 110TH STREED (ALSO KNOWN AS MORGAN AVENUE). C.D. HILLIA4N"S LAKE WASHINGTON GARDEN OF EDEN, DIVISION NO. 5, ACCORDING TO THE PLAT THEROF RECORDED IN 'VOLUME It OF PLAITS, PAGE 83, IN KING COUNTY WASHINGTON, EXCEPT THE WESTERLY 60 FEET OF SAID LOT 312 CONVEYED TO KING COUNTY BY DEED RECORDED DECEMBER 29, 1915, AS RECORDING NO. 1035005, AND EXCEPT THAT POR77ON OF LOTS 314 AND 315 CONVEYED TO THE STATE OF WASHINGTON BY DEED 18, 1956, AS RECORDING NO. 4655599. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTOHN. 5 COMMENTS KL 8112115 4 CITY COMMENTS KL 6130115 3 SITE PLAN CHANGES KL 3126115 2 SITE PLAN CHANGES KL 12118114 1 SITE PLAN CHANGES KL 1/13.14 REV. NO. DESCRIPTION INITIALS DATE f Mito, P.O. BOX - 1478 VERE': T, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO INSIGHTENGMEER NG. ET SITE ADDRESS. 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 TAX ACCOUNT N0. 'S: 3344500007 SE 1/4, SW I/4, SEC. 05, T. 23N., R. 05 E., W. M. LEGACYRENTON DWG FILENAME DESIGNED BY.DATE.• SCALE. - JOB NO.: 73-038_LP.DWG KDL 12116113 13-Ob23 SHEET LANDSCAPE PLAN Llo Of L11 01> v. 2 _ 7?:o rd0o 7:�, s D = ZC�C C—' Z c I S' D ^ Wm �zcil � =m m N nn n.j c z z m m �O ID C—' Z I S' D ^ •p �zcil nn n.j c z °N z �O ELECTRIC REMOTE CONTROL VALVE SCAM N TS zwa SW 114 OF SECTION 5, TWP. 23 N., RGE. SE., W.M. KING COUNTY, WASHINGTON DE DRIP ZONE KIT SCALE- N TS :, "H"T HE"R Oonc AT HEAM' r-mrmil, VFA YCZLM r-VEITC11, WA 40ZU,? CONTACT. SANTHOSH MOOLAY7L CONTACT: HARLEY C. PAWLEY� P.L.S. m WX Tel (425) 303-9363 (425) 252-1864 FAX (425) 303-9362 FAX (425) 339-0269 'p ICE O)P VC 40 T�,E Off tl (TYPti; L) _LE' FIT xl MA TINGG- E' R. "R 5 'OW"', 'u*01 OL' OWR� X *0LE FITT) APPUNATICOATACTIOWNER f Iff .0 ICA (Tyllilp "'T P., 'Nf',S A �,�SJW_' :T,C f wk VA FUT (T11 40 FL P61 M�Mk) MY NOWAfff, AV. LE 6501 AMERIC4S PARKWAY NE SUITE 1050 "BEE fol:0 84, R'm D, JkL F OR RAfN XW- '7 - I If XFS FLUSH MIN *,'liH %Ai�L AL m 1.5. (Ty, go xLy sm *A* SWU MIA& flu$H Pofw► ALBUQUERQUE, N#4 87110 Poo r 'ft : 01 Ef" IVA A4$ck"" kt'�J 0�b$o P.Wp. fUMH P004T WffH SAU '*jW CONTACT: FAIZEL AASSAM r P" fmc-TER, OF AR" PH. (505) 243-6000 R.I:WTE,:R E)RIPLINE PlPt TO #f"', tWw'" CELL. (505) 489-4474 ir _4' FRD k F *00 kot E D x, @6!..! �PENJMETER W PL RK F4PE TO BE IN' D' FAX. (505) 243-1561 YIN h. s TO A. T Vili 07 75 4 F F* 2 CR DWPU�C- gpevrp RA, Oft Xf UOM MPUNE PYPOL) LEGAL DESCR&TION cl$ 'WR Otlo''Wi0 F7 0 A 'T A, THE SOUTHERLY 160 FEET OF THE NORTHERLY 235 FEET OF LOT 31.2 CD 313, 314 AND 315, AS MEASURED ALONG PARALLEL LINES TO THE SOUTHERLY M4RGIN OR SOUTHEAST 110TH STREED (ALSO KNOWN AS CD x AM S ERT t1f 09, C.""R.04S, MORGAN AVENUE). C.D. HILLIAWS LAKE WASHINGTON GARDEN OF EDEN, M14 906 )(0 -TEE OR, DIVISION NO. 5, ACCORDING TO THE PLAT THEROF RECORDED IN VOLUME > If OF PLATS, PACE 83, IN KING COUNTY WASHINGTON, _ kon 4 _fN 00 DEL AIR, KLEF �NM- RA 'N 0 M�MSQ EXCEPT THE WESTERLY 60 FEET OF SAID LOT 312 CONVEYED TO KING "R Allf'O "'D IP BIRD COUNTY BY DEED RECORDED DECEMBER 29, 1915, AS RECORDING NO, Me i I. HEADER 1035005; AND EXCEPT THAT PORTION OF LOTS 314 AND 315 CONVEYED TO THE z. MANIFO�LV F 0 AMN' Axt II 631 pvc Dw W - JjR STATE OF WASHINGTON BY DEED 18, 1956, AS RECORDING NO. 4655599. L4"ll 'T- 4 0 L"50''W"rTH $HM ii"EN U59%. 41 XFS SUB -SURFACE DRIPLINE SCALE: NTS CENTER FEED LAYOUT SCALE.- N TS SCALE: NTS END FEED LAYOUT 0 F[R-15H GR E W, P ROTOR p s IN, SIR'D F A8R,1"CATED -SIM—W. t N" Al" o" T S'j -- Igo ROTOR POP-UP SPRINKLER SML- NTS 5505 1 ' 1 CD tz- 3��b n m WX ICE F[R-15H GR E W, P ROTOR p s IN, SIR'D F A8R,1"CATED -SIM—W. t N" Al" o" T S'j -- Igo ROTOR POP-UP SPRINKLER SML- NTS 5505 1 ' 1 CD tz- 3��b n m O N 00 M 0 r) LuI— ADWNL —SD—J5`) VL OF RI CIL OF RD N I � I I I 4.5' OF - JR I O.W DEDICA77ON r B6E cnr SF I BM I SSMH 540 - SS 2 RIM=40.]0' I I IR 8• PVC N=34.2Y LE 80 PVC S.=J4.O' &'1/4, SW 114, SEC. 05, T. 23 N.,R.05E.,WM. Sai I o� IO A / IGNGCOUNTY, WASFIINGTON p1W '. � '( ��• / / 8315 235 Of N FIN ,, �,,00c. 5 165 OF a a ;}T tso y / N6?g815•E I � a / i a I I 3 I I I • I N • GUY PO r Know what's below. Call beforeyou dig. I U77LnTCONFL(CTNOTE.• CAUTION.• TIE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LONDON, NMENSION, AND DEPTH OF ALL EXISTING UVLIBES WHETHER SHOWN ON THESE DIMS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING ME MRIZONTAL AND VERTICAL LOCATION PRIOR i0 CONSTRUCTION. MIS AND THEN SHALL NCLUDE CALLING UPO Y LOCATE 0 1-800-424-5555 POTHOLING ALL OR THE TXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY (EDIFY WHEMER OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTILITIES AS MOWN ON MESE PUNS ARE BASED UPON THE UNVERInED PUBLIC NFNMAIroN AND ARE SUBJECT To VARIATION. IF CONFLICTS SHOULD OCCUR, 'HE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY i0 ?ESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. DO\ / I CERTIFY THAT THE LOCATIONS AND ELEVATIONS SHOWN ON THE /'� AS -BUILT PNS FOR LWACYRBN]ON nouro BY BRUN n s'® SOIL NAL WNL RAL4B ARE BASED ON FIELD SURVEY LOCATIONS AND ELEVATIONS r TRANSFORMER 1 -(DESIGNED BY OTHERS) COMPLETED BY PACFXC19ASTSBRVBYB,RIC IN JULY AND PAD / 0 i� RETAINING WALL, �635- irurn rr;::rr15 PAGET POWER COMM rlxxzrr ISI rrrre IMCI�Iis.T PUGET P/ :1 AUGUST OF 2017 AND PROVIDED i0 TECO ER FINAL PUN PREPARATION. �y S= ROSY 1 I CICOVER SHEET CIA N STANDARD E, NOTES &LEGEND C1.2 2 EXISTING FEATURES MM CZ I;1A 8 ;15 C3ESC .0 G DEVVIS 313'GRACING PLAN 1 0A GRADING PIAN OF LOQ CAT ROAD & DRAINAGE PUN .2G ® S. ; -:.� / UNCIEN' 235 C4,1 DRAI GAS DEEMO PLANPLANAND DETAILS i C4.3 OFFSITE DRAINAGE PUN & PROPLE M DEED EEC. NO 109 DATED 11/29/191515 MEAM: R=1544.. OEJB I O L=119.1) N I � I I I 4.5' OF - JR I O.W DEDICA77ON r B6E cnr SF I BM I SSMH 540 - SS 2 RIM=40.]0' I I IR 8• PVC N=34.2Y LE 80 PVC S.=J4.O' &'1/4, SW 114, SEC. 05, T. 23 N.,R.05E.,WM. Sai I o� IO A / IGNGCOUNTY, WASFIINGTON p1W '. � '( ��• / / 8315 235 Of N FIN ,, �,,00c. 5 165 OF a a ;}T tso y / N6?g815•E I � a / i a I I 3 I I I • I N • GUY PO r Know what's below. Call beforeyou dig. I U77LnTCONFL(CTNOTE.• CAUTION.• TIE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LONDON, NMENSION, AND DEPTH OF ALL EXISTING UVLIBES WHETHER SHOWN ON THESE DIMS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING ME MRIZONTAL AND VERTICAL LOCATION PRIOR i0 CONSTRUCTION. MIS AND THEN SHALL NCLUDE CALLING UPO Y LOCATE 0 1-800-424-5555 POTHOLING ALL OR THE TXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY (EDIFY WHEMER OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTILITIES AS MOWN ON MESE PUNS ARE BASED UPON THE UNVERInED PUBLIC NFNMAIroN AND ARE SUBJECT To VARIATION. IF CONFLICTS SHOULD OCCUR, 'HE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY i0 ?ESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. DO\ / I CERTIFY THAT THE LOCATIONS AND ELEVATIONS SHOWN ON THE /'� AS -BUILT PNS FOR LWACYRBN]ON nouro BY BRUN n s'® SOIL NAL WNL RAL4B ARE BASED ON FIELD SURVEY LOCATIONS AND ELEVATIONS r TRANSFORMER 1 -(DESIGNED BY OTHERS) COMPLETED BY PACFXC19ASTSBRVBYB,RIC IN JULY AND PAD / 0 i� RETAINING WALL, �635- irurn rr;::rr15 PAGET POWER COMM rlxxzrr ISI rrrre IMCI�Iis.T PUGET P/ :1 AUGUST OF 2017 AND PROVIDED i0 TECO ER FINAL PUN PREPARATION. �y S= ROSY 1 I CICOVER SHEET CIA N STANDARD E, NOTES &LEGEND C1.2 2 EXISTING FEATURES MM CZ I;1A 8 ;15 C3ESC .0 G DEVVIS 313'GRACING PLAN 1 0A GRADING PIAN OF LOQ CAT ROAD & DRAINAGE PUN .2G ® S. ; -:.� / UNCIEN' 235 C4,1 DRAI GAS DEEMO PLANPLANAND DETAILS i C4.3 OFFSITE DRAINAGE PUN & PROPLE TOTAL IMPERVIOUS AREA BEFORE PROJECT = 1,642 SF NET NEW IMPERVIOUS DUE i0 PRGVECT = 25324 5F TOTAL IMPERVIOUS SURFACE AREA AFTER PROJECT = 25,324 SF ME �21d 51 .ynro. MEAO",t a 5y .. ME IMA, St € i a E �( MMElnn ss E xslnn v. 0 NENoU �\ NEYxtt01 rve wu E19 s $ ION N i i y NMhM VIG7NITYMAP " . ENGINEER SURWOR A T SCALE: 111 201 20 10 0 20 40 MEAM: EVEREST WA 98203 57,000 SF (1.31 Ac) CONTACT. HARLEY C. PANED FLS PROJECT DISTURBANCE AREA - 42,534 SF UTIVTTAND SERVICEPROMERS CABLEN: FIREDISWCT.• COMNST KING COUNTY FRE DISTRICT j3Z 4020 AUBURN WAY NORTH EAST KEN! PO BOX 1048 24611 116TH AVE SE AUBURN, WA 98002 KENT, WA 98030 APPROVAL. ME BOARD SHALL INCLUDE COLOR AND MATERNLS FOR THE FOLLOWING: GUARDRAILS FACADE TRUIMENIS, RETANINC WALLS. RAISED PORTERS PHONE: (253) 859-3322 SCHOOL DISTRICT: POWERANDGAS. RENTN SCHOOL DISTRICT 1403 PL'GET SOUND ENERGY 300 SW ]TH ST 10885 NE 4TH STREET RENTN, M 98055 FO BOX 97034 PHONE (425) 204-23M BELIEVES, WA 98009-9]34 WATERANDSEWER TEMPHONE.- CITY OF RENTN BWEST COMMUNICATIONS 1055 SOUTH GRADY WAY 450 110TH AVE NE RENTN, WA 98055 PREMIS BUREAU, 4TH FLOOR BELLEVUE WA 98003 TOTAL IMPERVIOUS AREA BEFORE PROJECT = 1,642 SF NET NEW IMPERVIOUS DUE i0 PRGVECT = 25324 5F TOTAL IMPERVIOUS SURFACE AREA AFTER PROJECT = 25,324 SF ME �21d 51 .ynro. MEAO",t a 5y .. ME IMA, St € i a E �( MMElnn ss E xslnn v. 0 NENoU �\ NEYxtt01 rve wu E19 s $ ION N i i y NMhM VIG7NITYMAP " . ENGINEER SURWOR /6KM9F Q4PYRAINB CORAM• ASP.L WTD SAINM4G P.O. BOX 1418 4532-6 EVERGREEN WAY EVERET, M 98206 EVEREST WA 98203 CONUA . SINTHON MOOUYIL CONTACT. HARLEY C. PANED FLS 30-936 FAYS(425) EM (42"425) 30339362 33942) -10269 243-6000 �) 489-4474 243-1561 NE - SURE 1050 84515 OF HEARING HE SOUTHERLY 160 FEE! OF HE NORTHERLY 235 FEET OF LOTS N 1HINGT N W BOULEVBETWEEARD FOUND PER REFERENCE ALONG LANE 312, 313, 314 AND 315. AS MEASURED ALONG PARALLEL LINES i0 WASHINGTON BOULEVARD NORTH PER REFERENCE 2001 SURVEY THE SOUTHERLY MARGIN OF SOUTHEAST 110TH STREET (ALSO jkKNOWN AS MORGAN AVENUE), C D. HILLMAN'S LAKE WASHINGTON CITPOFRFNTONBM GARDEN OF MEN, DIVISION NUMBER 5, ACCORDING i0 ME PIAT • —� / "� CRT UTILITY PN CIN OF 2117 BENCHMARK THEREOF RECORDED IN VOLUME I i OF PUTS, PACE 8J, IN KING CRT UTILIT DETAILS NUMBER 2117 3 ENC BRASS DISC AT THE NORTHWEST COUNTY, WASHINGTON; CORNER CONCRETE RACE OF A SIGNAL BRIDGE AT A •`: EXCEPT ME WESERLY 60 FEET OF SAID LOT 312 CONVENE) TO COUULOCROSSING IN THE NORTH ENTRANCE OF LI -Cil LANDSCAPE &TREE RETENTION PUN COON PARK KING COUNTY BY OEM RECORDED UNDER RECORDING NUMBER I' �F6AEX' 9WW COMMON• EL=3].25' 1035005; ( ;5935 1. THE APPLICANT SHALL COMPLY MM HE SIX MITIGATION MEASURES ISSUE AS PAR! OF THE DETERMINATION OF NbN-BNIflUNCE MITIGATED, INTO MARCH AND EXCEPT THAT PORTION OF LOTS 314 AND 315 CONVEYED TO I6 2015. BM THE STATE OF WASHINGTON BY DEM RECORDED UNDER RECORDING N6i 615 2, THE APPLICANT SHALL SUBMIT A DElA!£D LANDSCAPE PN DEPICTING SIGNIFICANT LANDSCAPING ALONG HE STREET FRONTAGE WITH PUNTERS ADJACENT TO NUMBER 4655599. THE BUILDING OR WITHIN COMMON OPEN SPACES AND ROOF PATIO SCREENS. INVERT ELEVATION OF HE NORTH J J. THE ENING LA SHALL PROVIDE A DETAILED PN IDENTIFYING THE LONDON RRE AND SCREENING ECT MAN FOR SURFACE AND ROOF MOONED EUIPME'. THE 8• PVC PIPE IN SSM -2 ACCORDING TO A5 -BUILT SCREENING PUN SHALL E SUBMITTED TO, AND APPROVED BY, 85 SQUARE PLANNING PROJECT MANAGER PRIOR i0 ENGINEERING PERMIT APPROVAL. DRAWING NUMBER 322206 DATED SOUTHWEST SSMH 4. THE PROPOSAL SHALL T NREVISED ADMINISTRATIVE ST INCLUDE AN AODTIONN 285 SQUARE FEET - AREA ORDER T TO REFUSE AND SQUARE POTTAGE ALTERNATIVELY, HE IS LOVED ♦RN TALI SOUTH OF SOUTHWEST OF CICYQARENTON PAST RIGH CORNER AND + - 10.0' WEDS! OF HE J APPLICANT Al1Y REQUEST AN ADMINISTRATIVE MODIFICADON PURSUANT TO RML 4-9-250 IN ORDER N REDUCE Hf SQUARE FOOTAGE REQUIRED. HE / / REVISED FUDR PUN OR ADMINISTRATIVE MODIFICATION REQUEST SHALL BE SUBMITTED i0, AND APPROVED BY, HE CURRENT PLANNING PROTECT MANAGER EAST RIG' OF WAY LINE. PRIOR PL BUILDING PERMIT APPROVAL EL=34.D' APPROVHD BY: MILE - 5. THE RELOCATION SHALL BE REQUIRED (5 DEMONSTRATE HERE IS ADEQUATE AREA FOR REFUSE PICKUP WGNNOVER Y, PARKING STRUCTURE PLAINE WHICH MAY REQUIRE ATB • • • THE RELOCATION OF A PARKING STALLS) HE REVISE FLOORPN SHALL BE SUBMIDM TO, ANO APPROVED B[ HE CURRENT PNNING PROJECT MANAGER Nqyp 88 PRIOR BUILDING PERMIT APPROVAL. 6 THE APPLICANT SHALL 8E REQUIRED TO REVISE HE PARKING PUN TO INCLUDE A TOTAL OF 105 STALLS AND THE FOLLOWING: RELOCATION OR PROPOSED APPROVIID BY: DAM' �;•-.•••.•..• ]. THE APPLICANT SHALL SUBMIT A REVISED SITE PN DEPICTING A 4.5 FOOT (SUBJECT TO A FINAL SURVEY) RIGHT-OF-WAY OEDIUIION ALONG LANE APPROVEDBY, DAM — IF BLVD N. THE REVISED SIE PN NO SHALL BE SUBMITTED T0, AAPPROVED BY HE PN REVIEWER PRIOR TO CONSTRUCTION PERMIT APPROVAL. A REVISED GEOECHNICAL REPORT SHALL BE SUBMITTED PRIOR TO ENGINEERING PERMIT APPROVAL NOTING PROPOSED IMPACTS TO SEEP SLOPES AND ANY • •Sep4 CONDMONS• CHANGES IN RECNMENDAMM ACCORDINGLY THE GEOTECHNICAL REPORT WOULD ALSO BE REQUIRED TO INCLUDE INFORMATION REGARDING HE STABILITY FOR 1. ME APPLICANT SHALL PROVIDE AN UPDATED GEOTECHNICAL REPORT FROM FARM SOLUTIONS NORTHWEST (ESNW) SOIL INFILTRATION, WITH RECOMMENDATIONS OF APPROPRIATE FLOW CONTROL BMP OPTIONS. IF INRLTRATION IS PROPOSED, HEN FALLING HEAD PERMEABIUTY RATES ARE REWIRED TO BE PROVIDED. INCLUDING A AND PERMANENT AND SPECIFIC RECOMMENDATIONS TO ADORES GROUNDWATER 17EDPTO, REIAED TO 9. THE APPLICANT SHALL SUBMIT A DETAlED COMMON OPEN SPACE/PUZA PUN WHICH INCLUDES SPECIFICATIONS FOR PEDESTRIM AMENITIES THAT ADD TO ME R-382027 EXCAVATION AND PERMANENT SLID -SUB DRAINAGE HE UPDATED REPORT SHALL BES MAY BED BJ AND APPROVED BY PEDESTRIAN EXPERIENCE AND HUMAN SCALE INTENDED FOR HE DEVELOPMENT ME PN SHALL BE SUBMITTED T0, AND APPROVED BY, ME CURRENT ME RAN REVIEWER, PRIOR TO FINAL ENGINEERING APPROVAL AT HE EXP REPORT MAY BE SUBJECT i0 INDEPENDENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. PEER RENEW AT ME DISCRETION WITH ALL PUN REVIEWER AND AT THE EXPENSE NI THE APPLICANT U1 THE APPLICANT SHALL SUBMIT A REVISED ELEVATION DERCNG SOME RECESS DEPTH FOR EACH WINDOW, IN MIN ME HVAC UNIT IS ABUTTED DIRECTLY 1 ME ARED BY SHALL COMPLY WITH NL RESIN RECOMMENDATIONS INCLUDED VIED B THE GEOTECHNICAL REPORT BELOW ME WINDOW AND WONIN A FRAME THAT GIVES THE APPEARANCE THAT IT'S AN INTEGRATED WINDOW SYSTEM. ME REVISED ELEVATIONS SHALL BE PREPARED GI EARTH SOLUTIONS NORTHWEST AS REWSED/UPMED AND APPROVED BY ME PUN REVIEWER AS PART SUBMIRED TO AND APPROVED BY, ME CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. OF THE ENGINEERING PERMIT APPROVAL. 3ME APPLICANT SHALL CONTRACT WITH A GEOTECHNICAL ENGINEER IN ORDER i0 VERIFY THAT THE EARTH 11. THE APPLICANT SHALL SUBMIT REVISED ELEVATIONS DEPICTING ADDED ARCHITECTURAL DETAILING ELEMENTS ALONG THE GROUND FLOOR OF ME WEA ,S BUILT . WORK, WASHINGTON BLVD N FACADE THE REVISE ELEVATIONS SHALL BE SUBMITTED TO AND APPROVED BY ME CURRENT PLANNING PROJECT MANAGER PRIOR FO FOUNDATION AND OTHER RECOMMENDATIONS HAVE BEEN PROPERTY INTERPRETED AND IMPLEMENTED IN THE DESIGN AND BUILDING PERMIT APPROVAL ENGINEERING PN DOCUMENTS. GEOTECHNICAL MONITORING SERVICES SHALL ALSO BE PROVIDED WRING CONSTRUCTION INSIGHT ENGINEERING CO, COVERING INSPECTIONS AS RECOMMENDED IN THE GEOTECHNICAL REPORT 12 THE APPLICANT SHALL INCREASE ME PITCH OF THE SHED ROOF ELEMENT IN ORDER i0 STRENGTHEN ME BUILDING DESIGN TO ME SATISFACTION OR THE 4 A PRORATED SHARE OF THE TRAFFIC SIGNAL AND ROADWAY IMPROVEMENT COSTS (CURRENTLY BEING CONSTRUCTED BY CURRENT PLANNING PROJECT MANAGER REVISED ELEVATIONS SHALL BE SUBMITTED 70, AND APPROVED BY ME CURRENT PLANNING PROJECT MANAGER PRIOR P.O. BOX - 1478 SELO SHALL BE FROM THE PROPOSED PROJECT UPON HE PT OF NUMBER OF 1. 3 TO BUILDING PERMIT APPROVAL. THE APPLICANT IIA SUBMIT A MATERIALS R i THE APPROM F M CURRENT N MANAGED PRIOR BUILDING PERMIT E APPLCA SHALL SUB E LS BDA D SUBJECT O E RO N O ECU E PLANNING PROJECT NAGE 0 TH BULDI C E EVERETTWA 98206 TRIPS THAT WILL ME FRED THAT WILL E OF FUTURE BASELINE TRIPS AT HE SOUTHPORT GENE AWED BY ME PROJECT To ME NUMBERBASELINE APPROVAL. ME BOARD SHALL INCLUDE COLOR AND MATERNLS FOR THE FOLLOWING: GUARDRAILS FACADE TRUIMENIS, RETANINC WALLS. RAISED PORTERS (425)303-9363 (425)303-9362 FAX TERSE COULO/ TR SHOULD SEGO ESTABLISH A STREET AND UTILITY PARK ENTRANCE UKE WASHINGTON BLVD N ID / METAL SCREENS SUNSHADES WINDOWS FRAMES AND COLUMNS ACCEPTABLE MATERIALS INCLUDE A COMBNATIN Of BRICK INECRALLY COLORED CONCRETE / INP INSIGHTBNGINIB?RWG.NET GC LATECOMERS UECOM TO REIMBURSE AGREEMENT MESE FUNDS COULD BE USED i0 REIMBURSE ME COST OF THESE ROADWAY IMPROVEMENTS MASONRY, PRE-FlNISHED METAL SINE STEEL CUSS UST -IN-PLACE CONCRETEOR OTHER SUPERIOR MATERIALS APPROVED AT THE OISCRETIN Of ME O THE AMOUNT ESTABLISHED BY SUCH AN AGREEMENT. THE FIM WILL BE BASED N (NEN PM PEAK HOUR )RIPS) / SIE ADDRESS 1300 UNE WASHINGTON BOULEVARD N. (TOTAL PM PUX HOUR TRIPS) X (COST OF NEW SIGNAL AND IMPROVEMENTS). ME FEE SHALL BE PATO PRIOR TO FINAL (T 14. THE APPLICANT THE APPROXIMATE OF ALL EXTERIOR BUILDING FIXE MPLPROP SHALL BE REQUIRED TO SUBMIT A CONCEPTUAL SIGN PACKAGE INDICATES T TORO BUILDING REVIEW DIRK OB -19-2015 RENTN, WA 98056 OCCUPANCY IWHICHTECR E AND LO'RIB TO HE CHARACTER OF SIGNAGE. PROPOSED SIGNAGE SHALL COMPATIBLE WITH HE ARCHITECTURE AND EXTERIOR AND 5 HE APPLICANT SHALL UE A PUBLIC PUN IN COORDINATION WITH CITY OF ATN STAFF N SUIMINCS PROJECT THE DEVELOPMENT THE CONCEPTUAL SIGN PACKAGE SHALL BE SUBMITTED i0. ANO APPROVED BV. HE CURRENT PNNING PROJECT MANAGER PRIOR i0 SI CURRENT 1 BUILDING PERMIT SUBMITTAL DIRK 04-06-2015 EG NERALOUTREACH AD PUBLIC, AREA RESIDENCES AND BUSINESSES AND APPROPRIATE PUBLIC COMMUNICATE WITH ROAD USERS, HE GENERAL D, BUILDING PERMIT APPROVAL REV ND. DESCRIPTION INITIALS DATE TAX ACCOUNT NO'S: 334 45 0 0 001 CONDITIONS UNE AR O AND HE AND MOBILITY ENTITIES ABOUT PROJECT INFORMATION ROAD CONDITIONS IN U 15. FIXE APPLICANT SHELL PROVIDE A LIGHTING PUN THAT ADEQUATELY PROVIDES FOR PUBLIC SAFELY WITHOUT EXCESSIVE CURE ON 0 PRATTWORN ROVED EETECE OR THE WORK ZONE FIXE PUBLIC WTERING PUN HABE SUBMITTED !0, AND APPROVED BY HE CURRENT A CHNG SHALL EDCASTING USED IN ALL CASES WEPED PROPERTIES: AT THE TIME OF BUILDING PERMIT REVIEW PEDESTRIAN SCALE AND ASSURE SAFE PEDESTRIAN PLANNING PROJECT MANAGER PRIOR i0 APPROVAL. E AND VEHICULAR MOVEMENT UNLESS ALTERNATIVE PEDESTRIAN SOLE LIGHTING HAS BEEN APPROVED ADMINISTRATIVELY OR IS SPECIFICALLY LISTED AS EXEMPT S BEEN MI PERMI'1NO' 015002518 Y DEVICE, IN ANPERMIT APPLICANT SHALL PROVIDE A SURETY DEVICE IN AN AMOUNT SUFFICIENT i0 PROVIDE IMPROVEMENTS 6. AM FROM PROVISIONS LOUSE IN RMC 4-4-015 LIGHTING. EXTERIOR ON-SITE. ET UZER MN BETWEEN THE SITE AND HE NE WASHINGTON BVD GENE CWLON PARK WAY INTERSECTION. ib. FIXE APPLICANT SHALL SUBMIT BICYCLE PARKING DETAIL DEMONSTRATING COMPLIANCE WITH THE BICYCLE REQUIREMENTS OUTLINED 4-4-GBTO LC FOR R. SE 1A SW 1(4, SEC. 05I T.23 N.1 &05R, W,M, R HE SURETY DEVICE SHALL BE PROVIDED TO, AND APPROVED BY, HE CURRENT PUNNING PROJECT PRIOR T PLANNING PROVE ER PRIOR TO FIRM STRUCTURES. THE BICYCLE PARKING DETAIL SHALL BE SUBMITTED TO AND APPROVED BY HE CURRENT PLANNING PROJECT AIAIUCER PRIOR TO RUINING MA AGE AND BE HELD YEARS FROMIF THE ECNSTRUCC EMEPSCUM RT 0 of wARyHoC CONNECTION ISENGINEERING EVA D AS PVT BE ME DEVELOPMENT OF THE PARCEL TO MEEPRROVIDED il. TESTRIAN HE APPLICANT SHALL SUBMIT A REVISED DRAINAGE REPORT AND PUN IN COMPLANCE WITH CORE REQUIREMENT NO. 1. SPECIFICALLY, ME APPLICANT WOULD ,� LEGACYRENTON SURETY DEVICE WILL BE RELEASED. IF HE PEDESTRIAN CONNECTION IS NOT CONSTRUCTED PRIOR TO HE TERMINATION BE REQUIRED TO REDESIGN THE DISCHARGE OF STORMWATER FROM THE SOWECT SITE TO THE NADLRA1 DISCHARGE LONDON i0 THE SOUTH. A DETENNON NFe IDA .�'y OF HE TWO YEAR PERIOD, HE FUNDS WILL BE RELEASED TO HE CITY OF RENTON FOR HE CONSTRUCTION OF HE VAULT OR DOWNSTREAM CAPACITY IMPROVEMENTS WOULD BE REQUIRED IF ME DOWNSTREAM CAPACITY IS NOT ADEQUATE AND/OR ME DIRECT DISCHARGE LO y _ OWG FILENAgE DESIGNED BY: DATE: SCALE JOB N0: PEDESTRIAN CONNECTION EXEMPTION CRITERIA IS NOT MET 130613-A9.DWG JRC 11-04-2013 1"=20' 13-0623 18, THE TA SHALL BE REVISED TO INCLUDE A BURLED TABLE FOR EACH PIPELINE PROJECT. ME REVISED TW SHALL BE SUBMITTED TO ME PUN REVIEWER -� _ PRIOR TO ENGINEERING PERMIT APPROVAL ARON Y PRIOR TO RMIT ROVAL 2016) LF' A ■■// YRS' T THT THE E MPUCMT JECT WILL BE SUBMIT A REVISEDED CTHE APPLfC4NT SMALL GUISE ME T WHICH PROPOSED CD FOR A DISCUENGINEERING SION RDF THE EAV PEAK HHOURT MIP1 AAD /DR A ME HORIZON JUSGIFIN110N FOR THE EXCLUSION OF G V NON THE AM PEN( HOUR TRIPS FROV ME ANALYSIS ME REVISED M SHALL BE SURMITEO TO, AND APPROVE BY, THE PN REVIEWER PRIOR i0 ENGINEERING 12-15-2017 PERMIT APPROVAL. y la n 7 1. MESE NOTES SHALL APPEAR FOR ALL PROJECTED- SIZE IMPROVEMENT$ SURFACE WATER UPON, WASTEWATER UTILITY, WATER UTILIN, AND TRANSPORTATION PLANS: 2 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE CONSTRUCTION MEETING MUST BE HELD WIN THE CIN BE RENTON, PUBLIC WORKS DESIGN ENGINEER 3 ME BOUNDARIES BE ME CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON ME PWQS) SHALL BE CLEARLY FLAGGED BY SURREY TAPE OR FENCING IN ME HELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. WRING ME CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED THE CLEWING LIMITS SHALL BE MAINTAINED BY ME APPLICANT/ESC SUPERVISOR FOR THE DURATION BY CONSTRUCTION 4, STABILIZED CONSTRUCTION ENTRANCES SHALL BE DISTILLED AT ME BEGINNING OF CONSTRUCTION AND MAINTAINED FOR ME DURATION OF THE PRWECT ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY WES NOT OCCUR FOR THE DURATION BY ME PRWECT 5. ALL REWIRED SEDIMENTATON/EROOON CONTROL FACNINIES MUST BE CONSTRUCTED AND IN OPERTWON PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A 6. J APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION BE PIPE, RESTRICRORS, CHANNELS, OR RETENTION FACILITIES. B. ANY AREAS BE EXPOSED SOILS, INCLUDING ROADWAYS EMBANKMENTS, THAT WILL NOT BE DISTRUBED FOR TWO DAYS DURING THE NET SEASON (OCTOBER IST THROUGH MARCH 30M ) OR SEVEN SAYS WRING ME DRY SEASON (APRIL 19 NROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABLIZED WITH THE APPROVED ESC COVER METHODS (EG, SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION ALES CLEARING BETWEEN OCTOBER I AND MARCH 30 INCI.USNE UNLESS ONERWISE APPROVED BY THE CDN THROUGH AN AWUSMENT PROCESS. 10, COVER MEASURES WILL BE APPLIED IN CONFORMANCE WIN APPENDIX D OF THE SURFACE WATER DESIGN MANUAL, 11, ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12, ME ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT 13, AT NO TIME SHILL MORE THAN ONE (1) FACT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH WIN. ALL CATCH NSWS AND CONWDAN'CE LINES SHILL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING ME DME PERIOD OF OCTOBER IST THROUGH MARCH 30TH, ALL PROJECTS DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LER UN -WORKED FOR MORE MAN 12 HOURS, SHALL BE COVERED BY MULCH, SANDING OR PLASTIC COVERING 15, ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A REAPORAY SETTING BARN SHALL BE U09RED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE OPACITY IF ME PERMANENT FACILITY IS i0 FUNCTION ULTIMATELY AS AN INFILTRATION ARE AT LOST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILIN. 16, PRIOR TO ME BEGINNING OF ME NET SEASON (MT I), ALL DISTRUBED AREAS SHALL BE REVIEWED TO IDENTIFY WHIOH ONES DAN BE SEEDED IN PREPARATION FOR ME WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WIPER ON WEEK OF ME BEGINNING OF THE WET SEASON A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS i0 REMAIN UNCOVERED SHALL BE SUBMITTED i0 THE CIN OF RENTON FOR REVIEW. 40 Know whafs belOW. Cgll before you dig, [iwll»rle i)AiyL�liiV PGira9 CAMYOW: ME CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFONG ME LONDON, DMAMEW, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON MESE PLANS M NOT, BY POTHOLING ME UTIUVES AND SURVEYING ME HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION THIS AND MEN SHALL INCLUDE CALLING IMLIN LOCALE 0 1-800-424-5555 FONDLING ALL OF ME EXISTING MILMES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSCALLY VERIFY WHETHER OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTILITIES AS SHOWN ON MESE PLANS ARE BASED UPON ME UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT i0 VARIATION IF CONFLICTS SHOULD OCCUR, ME CONTRACTOR SHALL CONSULT WIN INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING VWM CONSTRUCTION EROSIONAND SEDIMENT CONTROL I. PRE-CONSUWCTQN MEETING 2. POST SIGN WIN NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN), 3. MG OR FENCE CLEARING LIMITS 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED, 5. GRADE AND INSTALL CONSTRUCTION ENTRANCEUU. 6, INSTALL PERIMETER PROTECTION (SILT FENCE. BRUSH RARRIER. ETC), Z CONSTRUCT SEDIMENT FUNDS AND TRAPS 8. GRADE AND STABILIZE CONSTRUCTION POA0.S, 9, CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF ME SURFACE WATER DESIGN MANUAL AND MANUFACTURERS RECOMMENDATIONS, 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE ME EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCOROANCE WITH THE CLAYS EROSION AND SEDIMENT CONTROL STANDARDS. IT COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE ORY SEASON OR TWO DAYS DURING ME WET SEASON WITH STRAW, WOOD FIBER NIXON, COMPOST, PLASTIC SHEETING OR EQUIVALENT 13 STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS 14, SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15, UPON COMPLETION BY THE PRWECT ALL DISTURBED AREAS MUST BE STABILIZED AND OWES REMOVED IF APPROPRIATE SEASONAL CLEARING AND ORADINGNOTES: APPLICABLE FROM OCTOBER I THROUGH APRIL 30. L ME ALLOWED DME THAT A DISTURBED AREA CAN REMAIN UNWORKED WIMOUT COVER MEASURES 6 REDUCED TO TWO DAYS, RATHER THAN SEVEN 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE MAN 12 HORS 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE 4. ALL AREAS THAT ARE TO BE UNWORKED WITHIN ME WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF ME BEGINNING OF ME NET SEASON, OCTOBER I M MARCH 31. 5. MULCH 6 REWIRED TO PROTECT ALL SEEDED AREAS B PER LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILE) ON SITE. J CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REWIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE-GRAINED SOIL. 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFF SITE DISCHARGE IS ANTICIPATED FOR ME SPECIFIED DESIGN FLOW 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFF SITE DISCHARGE 6 ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. Fe7:i,N1w7IAINXIN:k'a 1, ALL BLOW AND CONSTRUCTION SHALL BE IN ACCORDANCE WN PERMIT LOWBROWS THE KING COUNTY CODE (KCC). ROAD STANDARDS (KCRS), WASHINGTON STATE DOR (WEDOV STANDARD SPECIFICATIONS AND THE LOWBROWS OF PRELIMINARY APPROVAL. IT SHALL BE ME SOLE RESPONSIBILITY DA ME APPLICANT AND ME PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY' ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST M LIABILITY TO KING COUNTY 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN RENEWED ACCORDING TO ME KING COUNTY DEPARTMENT BY DEVELOPMENT AND ENVIRONMENTAL SERVICES (DOES) ENGINEERING RENEW CHECKLIST SOME ELEMENTS MAY HAVE BEEN OVERLOOKED M MISSED BY ME MES PUN REVIEWER ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY PRIOR i0 CONSTRUCTION 3. APPROVAL OF N6 ROAD, GRADING, PARKING AND DRAINAGE PUN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE SEWER CONVEYANCE GAS, ELECTRICAL, ETC) 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTION, A RECONSTRUCTION MEETING MUST BE HELD BETWEEN ME DDES'S LAND USE INSPECTION SECTION, ME APPLICANT AND ME APPLICANTS CONSTRUCTION REPRESENTATIVE. 5. A COPY BE THESE APPROVED PIANS MUST BE ON ME JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS 6 GRADING ACTIVITIES (SITE ALTERATION) ARE UNTO TO THE HOURS BE 7 A.M. i0 7 PA, MONDAY THROUGH SATURDAY AND 10 A.M. i0 5 PA, ON SUNDAY, UNLESS OTHERWISE APPROVED WIN A WRITTEN DECISION BY ME REVIEWING AGENCY Z IT SHALL BE THE APPLICANTT/CONTRACTORT RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE REVIEW AND APPROVAL PRIOR i0 CONSTRUCTION 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PUNS THAT MEET ALL REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED i0 ME DDES'S LAND USE INSPECT ON SECTION THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE KCRS UNLESS OTHERWISE APPROVED BY DDES, 10. DEWATERING SYSTEM (UNDERDRUN) CONSTRUCTION SHALL BE WITHIN A RIGHT OF OR APPROPRAT DRAINAGE EASEMENT BUT HOT UNDERNEATH ME ROADWAY SECTION. ALL UNDERNAIN SYSTEMS MUST BE CONSTRUCTED DI ACCORDANCE MN WOOF STMDARD SPECIFICATIONS, II, ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTEO TO 95 PERCENT DENSITY, STANDARD PROCTOR I2 OPEN CURING OF EXISTING ROADWAYS FOR NON-RANCNISED UTILITY OR STORM WORK 6 NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY WES AND NOTED ON THESE APPROVED PUNS ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 13 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT RUGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT ME LIFE, REALM. AND SAFETY OF THE PUBLIC, AND i0 PROTECT PROPERTY IN CONNECTION WIN ME PERFORMANCE OF WORK COVERED BY THE CONTRACTOR ANY WORK WININ THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC ROW SHALL REQUIRE AT LEAST ONE FOIGGER FOR EACH LANE OF TRAFFIC AFFECTED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NUTCD) SHALL APPLY WORK IN RIGHT-OF-WAY 6 NOT AUTHORIZED UNTIL A TRAFFIC CONTROL PIAN IS APPROVED BY KING COUNTY DRAINAGE NOTES: SE 1/4, �STW�/1/4, SEC, 050 T, 23 N., ROSE„ Wx L PROOF OF LIABILITY INSURANCE SHALL RE SOW17ED i0 ODES PRIOR i0 ME KING COU 1 1, WASHINGTON CONSTRUCOON OF THE DRAINAGE FACILITIES, PREFERABLY AT ME RECONSTRUCTION MEETING 2 ALL PIPE AND APPURTENANCES SHALL BE LVO ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WIN WSOOT SPECIFICATIONS. THIS SHALL INCLUDE LEVELING AND COMPACTING ME TRENCH BOTTOM, ME TOP OF ME FOUNDATION MATERIAL, AND ANY REQUIRED PIPE BEDDING, TO A UNIFORM GRACE SO THAT ME ENTRE PIPE 6 SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3 STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED MM ASPHALT TREATMENT /I OR BETTER INSIDE AND OUTSIDE 4. ALL DRAINAGE STRUCTURES, SUCH AS CATH BASINS AND MANHOLES. NOT LOCATED WITHIN A MAVELED ROADWAY OR SIDEWALK SHALL HAVE SOLID LOCKING LIDS ALL DRAINAGE STRUCTURES ASSOCIATED WIN A PERMANENT RElEN110N/DEIENTON FACILITY SHALL HAVE SOLID LOCKING LIDS 5 ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS, WHICH INCLUDES ME SOARING "OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND 'PROPERTY OF KING COUNTY EXCEPT THAT PRIVATE DRAINAGE SYSTEMS SHALL NOT HAVE ME WORDS 'PROPERTY OF KING COUNT". 6, ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNT RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM ME EDGE OF THE DRIVEWAY i0 THE BOTTOM OF ME DITCH CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE KCRS 7 ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST BE OF SOUND OUARRY ROCK, PLACED TO A DEPTH OF I FOOT, AND MUST MEET ME FOLLOWING SPECIFICADONS: 4 B`14GX-0OX PASSING; 2 4" ROCK/JOB-409 PASSING; AND -2" ROCKIIOZ-209 PASSING INSTILLATION SHALL BE IN ACCORDANCE WIN KCRS S. DRAINAGE OUTLETS (SNB -OUTS) SHALL BE PRO IDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY KING COUNT SNB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUUABLY LOCATED AT ME LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE RMF DOWNSPOUTS AND FOOTING WINS, DRIVEWAYS. YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER ME LOTS SUITABLE FOR THEIR INTENDED USE. EACH INIRET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE i0 AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION, B. OUTLETS ON EACH LOT SHILL BE LOCATED WIN A FIVE -FOOT -HIGH, 2- X 4" STAKE MARKED "STORM" OR ROMMIm ME SNB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO ME SONE C PIPE WTERAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS AND, IF NON-METALLIC, ME PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D. DIRWAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS MPOUON INDAMAL LOTS. E. ME APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COMOV ATING ME LOCATIONS OF ALL SNB -OUT CONVEYANCE LINES WITH RESPECT TO ME UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). E ALL INDIWDUAL SNB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OMER. 9. ALL DISTURBED PERVIOUS ARDS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE BE THE FOLLOWING: THE EXISTING OUTF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED M MAINTAIN ME MOISTURE CAPACITY. 10. SEASONAL GEARING IS LIMITED BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY ME REVIEWING AGENCY. IL IMPROVEMENTS AND/OR BUILDINGS SHALL NOT BE INSTALLED UNTIL DRAINAGE FACILITES ARE 'IN OPERATW', (KCC 904) 12. ONLY VAINER GRATES SHILL BE USED ON CATCH BASINS WITHIN ME ROAD FLOWUNE MESE NOTES SHALL APPEAR ON PRWETS FOR ME WASIERWAIER UTILITY 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WIN THE STANDARDS AND SPECIFICATIONS OF ME CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND ME LATEST MOTOR OF ME WSWR APWA S7MOAROS AND SPECIFICATIONS. AS APPROVED AND MODIFIED BY THE GIN OF RENTON IN THE RENTON STANDARD PLANS & SPECIFKATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON THE SIZE AT ALL TIMES DURING CONSTRUCTION 2. ME HOURS OF WORK IN ME STREET RIGHT OF WAY SHALL BE PER CIN SPECIFICATIONS ON WEEKDAYS UNNLESS OTHERWISE APPROVED IN ADDING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC CONTROL PUN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WININ PUBLIC RIGHT OF WAY J. ALL LOCATIONS BE EXISTING UTIU IES SHOWN ARE APPROXIMATE AND IT SHALL BE ME CONTRACTOR'S RESPONSIBILITY TO VERIFY ME TIME AND CORRECT LOCATION 50 AS TO AVOID DAMAGE OR DISTURBANCE. 4, A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE BOWIES PRIOR TO STARTNG NEW CONSTRUCRON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF ME CTTY OF RENTON) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ME PUBLIC WORKS INSPECTORS 24 HOURS IN ADVANCE OF 54CUSLLING ALL CONSTRUCTION 5. CONTRACTOR 5 SOLELY RESPONSIBLE FOR THE MEWS, METHODS AND SEQUENCE OF CONSTRUCRONAND FUR ME SART' OF WORKS AND OMER ON ME CONSTRUCTION SITE 6 IT SHALL BE ME RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR i0 ANY CWSTRUCTW.. 7 PVNS APPROVED BY ME CIT OF RENTAL PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER AI OTHER PLANS. S. A COPY OF MESE APPROWD PUNS MUST BE ON ME JOB OF WHENEVER CONSTRUCTION IS IN PROGRESS 9, ME CONTRACTOR SHALL PROVIDE ME CIT OF RENTON WHO AN AS -WILT SIMARD OF ME SANITARY SEWER SYSTEM. WHICH HAS BEEN SOARED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER UR LICENSED PROFESSIONAL SURVEYOR 10, BACKFILL SHALL BE PLACED EQUALLY M BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVEREAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHRY TAMPING EACH LAYER TO 95 PERCENT OF MAINLY DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DWAETER ON EACH SIDE BE THE PIPE OR i0 THE SIDE OF ME TRENCH MATERIALS TO COMPLETE ME FILL OVER PIPE DRAFT BE ME SAME AS DESCRIBED. IL OPEN CUT ROAD CORSSINGS FOR UTILITY TRENCHES ON EISTING TRAVELED ROADWAY SHALL BE BACKFILLED WIN CRUSHED ROCK AND MECHANICALLY CWPACIEO UNLESS APPROVED BY 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VtRRNL DATUM 1988 METERS. AND FOR HORIZONTAL CONTROL SHALL BE NORM AMERICAN DATUM 1983/1991 METERES UNLESS OTHERWISE APPROVED BY THE CIN OF RENTW PUBLIC WORKS DEPARTMENT REDERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PVNS. 13. ALL OSTRUSED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO ME SATISFACTION OF ME DEPARTMENT FOR ME PREVENTION OF ON-SITE EROSION AFTER THE COM IM BE CONSMUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE WD ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH ME STANDARDS AND SPECOCATKH45 OF ME CIT OF RENON PUNNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION BE ME WSWT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND UNIFIED BY THE CIT OF RENTW IN ME RENTON STANDARD PUNS & SPECROCATIONS. MIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM M ME TOP OF ME FOUNDATION MATERIAL, AS WEL AS PLACEMENT AND COMPACTW OF REQUIRED BEDDING WTERUL i0 UNIFORM GRACE SO THAT ME ENTRE LENGTH OF ME PIPE WILL BE SUPPORTED M A UNIFORMLY DENSE UNYIELDING BASE PIPE BOOTING SHALL BE PEA GRAVEL 6 WHO ABOW AND BELOW THE PIPE. IS SANITARY SEWER PIPE SHALL BE POLYVMLY CHLORIDE (PVC) RUBBER DISCUSS ASTM D JODI, SDR 35, OR DUCTILE MON CLASS 50, UNLESS OTHERWISE APPROVED BY TFC WASTEWATER UTILITY I& IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND NAXIMUM 12 INCHES ABOVE FlNSIHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRAVE IN PAVED AREA COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. WATER PLAN GENERAL NOTES: 1. ALL WORK AND MATERIALS SMALL BE IN ACCORDANCE WITH THE LATEST EDITION OFTHE CITY OF RENTON PUBLIC WORM STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT/ ARWASTANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CRY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE STARTOF CONSTRUC ION. THE CONTRACTOR AND OR DEVELOPER SMALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISONG UTTLRIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1 -800.424 -SSSS TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL M TERIA S USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CRY OF PENTON PRIOR TO BRINGING ANY MATERIALS ON-SITE. 4, ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS ClS 52 PER AWWA C 1.51 ANTIC 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AW WA C110/A21.10-82. ALL DURILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH &MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AW WA C105 STANDARDS. S. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10 -INCH OR LESS AND a INCHES FOR PIPE DIAMETER OF I2 -INCH AND LARGER. MAXIMUM COVER FORALLWATER MAINS SHALL BE 601NCHFS ANY DEVIATIONS MUST BE APPROVED BYTHE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILIRCONFLJCTSOCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARYTO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALLTRENCH BACKFILLSHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTORTEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND M PERCENT MOD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH COY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICALAND HORIZONTAL BENDS, FOTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCF) MAYBE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FIRINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CTR OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALLSUMLY, INSTALLAND REMOVE P WGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT /BLOCKING FORTESTING AND PURITYAOCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE MAN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE UNE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UT UTY AND MAINTENANCE DEPARTMENTS AT LEAST SO WORKIP DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATT MAIN AND FIRINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLACKING, AND COMPLETE SURFACE RESTORATION. Rl0j3yrywl Z MAUll17r13OVXWRIO)NA) SURFACE WATER 1, THESE NOTES SHALL APPEDR ON PROTECTS FOR THE SURFACE WATER OWN 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACIMOY OCCURS, A PRE CONSTRUCTION MEETING MUST BE HELD BETWEEN ME CIT OF RENTON PUN RMDY SECTION AND ME APPLICANT. 3 ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECTICARMS FOR RAND, BRIDGE AND MUNIGPAL CONSTRUCTION PREPARED BY WSMT AND ME AMERCAI4 PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY ME CIT OF RENTON PUBLIC WORKS DEPARTMENT IT SHALL BE ME SOLE RESPONSIBILITY BE ME APPLICANT AND THE PROFESSIONAL CML ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM TI ABOVE REQUIREMENTS FOUND IN MIS PLANS ALL CORRECTIONS SHALL SE AT NO ADDITIONAL COST TO THE CITY 4, APPROVAL OF MIS ROAD, GRADING, PARKING AND DRAINg6E PIAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OMER CONSTRUCTION (EG DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE GAS, ELECTRICAL ETC.) ME SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO ME APPROVAL PIANS, WHICH ARE ON FILE WTM THE CLAY ANY DEVIATION FROM ME APPROVED PUNS WILL REQUIRE WRITTEN APP & FROM ME CIN OF GENTON PUBLIC WORKS DEPARMENT, SURFACE WATER UTILTT SECTION 5. A COPY OF MESE APPROVED PLANS MOST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS, 6 GRADING ACTIVITIES (SITE ALTERATION) APE LIMITED i0 THE HOURS OF 7 AM TO 7 RIF MONDAY THROUGH SATURDAY AND NO WORK ON SUNNY IS ALLOWED, UNLESS OMERWTEE APPROVED WITH A WRIREN DECISION BY THE ON BE RENNN J IT SHALL BE ME APPLUNi'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING Off -SIT WORK EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUC➢GN 8, FRANCHISED UTILITIES OR OMER INSTALUTIOS THAT ARE NOT SHOWN ON MESE APPROVED PLANS SCOW. NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PUNS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 BE ME SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO ME CITY OF RENION. 9. DATUM SHILL BE NAND 88 UNLESS OTHERWISE APPROVED BY THE CITY BE RENTON. REFERENCE BENCHMARK AND MEADOWS APE NOTED ON ME PIANS 10. ANY DEWATERING SYSTEM NECESSARY FDP ME CONSTRUCTION BE EMANATED FACILITIES MUST BE SUBM17ED i0 ME CIN FOR REVIEW AND APPROVAL. 11, ALL UTILITY TRENCHES AND ROADWAYS SUNLAMP SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSTN, STANDARD PROCTOR. 12 OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR SMM DRAINAGE WORK IS NOT ALLOWED UMESS SPECIFICALLY APPROVED BY ME CIT OF RENTON AND NOTED ON THESE APPROVED PUNS ANY BEEN CUT SINAL BE RESTORED IN ACCORDANCE WIN THE ON OF ROM TRENCH RETMATM SONGBIRDS. 13 ALL SEDIMENTATOR/EROSION FACILITIES MOST BE IN OREBAPON PRIOR N CLEARING AND BUILDING CONSTRUCTION, AND TREY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION 6 COMPLETED AND THE POTENTIAL FUR ON-SITE EROSION HAS PASSED. 14, ALL RETENTION/DETENTION FACILITES MUST BE INSTALLED AND W OPERATION PRIOR TO OR IN CONJUNCTION WITH All CONSTRUCTION ACTWTY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEBARMENT, SURFACE WATER UTILITY SECTION 15 ALL PIPE AND APPURTENANCES SHALL SE UIO W A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH ME CURRENT STATE OF WASHINGTON STANDARD SPEDRCADON FW ROAD AND BRIDGE CONSTRUCTION THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR ME TOP BE THE FOUNDATION AMTERAL, AS WELL AS PLACEMENT ANO COMPACTION OF REWIRED BEDDING MATERIAL, TO UNIFORM GRACE SO THAT ME ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE ALL PIPE BOOM SHALL BE APWA CUSS "C, WIN ME EXCEPTION OF PVC PIPE 16 STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WIN ASPHALT TREAMENT /T OR BETTER INSIDE AND OUTSIDE it ALL MINCE STRUCTURES, SUCH AS CATCH BROAD AND MANHOLES SHALL HAVE SAND LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTIONIMHAUKAN FACILITY SHALL HAVE SOLID LOCKING LDS 18 BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE PUNT TABLE AT EASEMENT MOMS AND BUILDING SETBACKS LINES. 19 ALL CATCH BASIN GRATES SHALL BE DEPRESSED 010 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WMIN CITY OF RENTON RIGHT-OF-WAY SHALL K SUFFICIENT LENGTH TO PROWDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO ME BOTTOM OF ME DITCH ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WERE REQUIRED, SHALL BE BE SOUND WARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT MUST MEET THE FOLLOWING SPECIFICATIONS: 4-8 INCH ROCK/ 40-70 PASSING; 2-4 INCH RMCK/ 30-40% PASSING; AND LESS THAN 2 INCH ROCK/ I0-209 PASSING. 21, ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECT O TO THE STORM DRAINAGE SYSTEM UNLESS APPROVED BY ME CIT PLAN REVIEWER OR SURFACE WATER UPON SECTOR. AN ACCURATELY DWENSIDNED, CERTIFIES AS -BUILT DRAWING BE MIS DRAINAGE SYSTEM WILL BE SUBMITTED TO ME CRY UPON COMPLETION 22, DRAINAGE WTLETES (SMB -OUTS) SHALL BE ROOM FOR EACH INDMWAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY STUB -OUTS SHALL CONFORM TO ME FOLLOWING: A EACH OUTIET DRAFT BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON ME LOT, SO AS TO SERWCE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE WINS NECESSARY i0 RENDER ME LOTS SUITABLE FOR THBR INTENDED USE EACH OURET SHALL LAVE FREE-FLOWING, POSMV£ DRAMAGE i0 AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. R OUTLETS ON EACH LOT SHALL BE LOCATED WIN A ENE -PWT -HICK, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". ME SNB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE AND BE SCOURED TO ME STAKE C. PIPE MATERIAL SHALL CONFORM TO MOORMAN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER BEACH MANUAL AND, IF NW-MFTALUC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE AGOW OR OTHER ACCEPTABLE DETECROM D. PRIVATE DRAINAGE EASEMENTS AAE REWIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDMDUAL LOTS E. ME APPLICANT/CONTRACTOR 6 RESPONIBLE OR COONDINATNG THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTIURES (EG POWER, GAS, TELEPHONE, TDFVISION). E ALL INDIVIDUAL SMB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER G SOMM ORNNAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FGUNNIMS, EXCEPT FOR SUMP PUPM DISCHARGE LADIES USED TO DRAIN CRAWL SPACES, PWWDEO THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPES, ETC.) UR ME DEVELOPMENT SHE MUST DEMONSTRATE ME OF THE FOLLOWING: ME EXISTING PUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MIDAIR THE MOISTURE CAPACITY OF ME SBL, W; MENDED 59L SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24, FEW OF LIABILITY INSURANCE SHALL BE SUBM17ED TO ME CITY PRIOR TO CWSTRUCOON PERMIT ISSUANCE. 25, ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF ME CONTINUING LEGAL OBLIGATION AND/R CARON CONNECTED WIN STORM SURFACE WATER DISPOSMON. FURTHER, ME CITY OF RENTON WES NOT ACCEPT ANY OBLIGATION FUR ME PROPER FUNCTIONING AND MAINTENANCE OF ME SYSTEM PROVIDED WRING CONSTRUCTION 26. THE CONIRACRM SHALL BE RESPONSIBLE FOR PROWLING ADEQUATE SAFEGUARD, SAFETY SPACES, PROTECTIVE EMINENT, DAGGERS, AND ANY OTHER NEEDED ACTIONS M PROTECT ME LIFE, HEALTH, AND SAFETY W ME PUBLIC, AND N PROTECT PROPERTY IN CONNECTION DORM THE PERFORMANCE OF WORK PLAY WORK WITHIN THE T WLEO RIGHT-OF-WAY THAT MAY INTERRUPT NORMML TRAFFIC ROW SHALL WOUIRE A TRAFFIC CONTROL PIAN APPROVED BY THE PUBLIC WORKS DEPARTMENT TRANSPORTATION SYSTEM DAMM ALL SECTIONS OF ME WINDT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PRWECT LOCATED WRMIN ME AQUIFER PROTECTION AREA (APA) SHALL COMPLY WIN SPECIAL REQUIREMENT 16 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). LEGEND + EXISTING MONUMENT (AS SHOWN) p04 SECTION 1/4 CORNER NOT FOUND SECTION CORNER NOT FOUND 0 FOUND REBAR/CAP GR I . (IRON PIPE) (DATE) (C) CALCULATED (P) PUT ON MEASURED IBR TO BE REMOVED R.OW RICHT-OF-WAY ROD.. POINT OF BEGINNING q CENTERLINE CLF CHAIN LINK FENCE WOE WOW FENCE W.S. WATER SURFACE EDP EDGE OF PAVEMENT BOW DICK OF WALK If) CB STORM DRAIN CATCH BASIN (CB) ODD STORM DRAIN MANHOLE (SOMH) Q SE SANITARY SEWER MANHOLE (SAW) OCO SANITARY SEWER CLEAN OUT (CO) -m0p POWER POLE Op Gln POLE ❑DOM WATER METER WATER VALVE PMB MAILBOX UTILITY PULE ANCHOR Cf FIRE HYDRANT (2 NOZZLE) ■ TYPE I NGPA SIGN pp FIRE DEPARTMENT CONNECTION PROPOSE) WATER PROPOSED SANITARY SEWER PROPOSED STORM DRAINAGE PROPERTY ZINE -XX- EXISTING FENCE LINE //l EDGE OF PAVEMENT --- - -- XXX EXISTING CONTOURS PROPOSED CONTOURS PRE-EXISTING DRAINAGE PATTERN ® OVER ADZ SLOPE AREAS COR STD CITY OF RENTON STANDARD PUN IBR TO BE REMOVED DDCVA DOUBLE DETECTOR CHECK VALVE 01 BUSTLE IRM PIPE TD YARD DRAIN CO CLEAN OUT LOPE CORRUGATED POLYETHYLENE PIPE R-382028 AS -BUILT C) N 00 C`7 O r) Lu I ,B TYPES576 ° °"" 14, SW 1/4, SEC. 05, T. 23 N., RWE.p W.M. I SD� 6°PNC NE=53.91 / I 50 BP•C5=50.17 ) IMVG COUNTY, WASHVGTON 12"CPEP E=52.31 / f �Y 50 121CPEP N=52.29 IE 15' CPEP=3955I 15- PEP(Ol? N=49.59 ...11Y 15(01?)W=49..79/ •ill.'`` so X I 3{ v S „A 315\) 3141 B-TYPEI ///I /(II j151 ' 1 / SEVAULT ACCESS / 6IMPIC Sw IE=59.69 V o / I I 131y' LhjS ' w � yyY l =160.7/// RIM 5429E 2 48 I NI a I 81�PM N� 6" PVC N LE.=59.93 / \_- -- IN, / 8" PVL NW I.E=51.76 ' $ I I I I N N1IE. \, 60 PVC SW I E.=5184 3 RI, 30' a, /Wt VAULT ACCESS 6' PVC HE 1E-51.89 -�- RIM 54.23 50 CIEANOOT 50 6' PVC E. LE -52.90 B° PVC 5 LE=51.38 RIM 61.45 i I I I 1 (/ / / I 1 _ _ \ 1 / WEIR E LE=51.33 UNABLE TO OPEN I I III / \ \ �� / !y BOTTOM OF VAULT=46.19 // ,14 SCALE: 1" = 20' kM 9DE ER I - HYPE 1 1 m 1 A V A 1 20 10 0 20 40 s° PL LE 5.79 R / \ \ \ \ _ . tf \ RM 54.63 \saw LIED \ /m n 1 \ \ \ \ / 6" PIC sw, NE\LE.=sl.z3 \ m \ \ \ \ \ I I III � / \\---- 130= -___ L \ 1 \ \ \ \ \ \ dddd CONC STORM STRUCTURE WITH GRATE S 0 SS 4 ; n M F. D IN, / , \ \ - RIM 28.5 ( K) TO 26.8 RIM=51,35 IE 24" ICP' W-2580 CONC HEADWALL LE. 8" PVC S-45.554 \� IN, ASO\ �IE 24'1 CUP E-2564 V $ a / \ � D � wSD 120 -� IE 24" CONC=3004 IE 24"CMP W-283 I3\\ PCHr LE W/ G- / \\f \\ \ IN, nD 3 WUND (/1" REPAIR & CA� \ IN, IN, \ \ \ I aN s�AN41519635° \ \\ \ \ \\\ --\\ _ 1°p \\� FOUND 4'.Y4' ^ \ \ up ION II \ \ \ \ IS' PUGET POWER EVEN \ \ \ \ _ - \ 90 / \1 ADDED NOV. SSMH 54" - ssy3 BURIED} 3 F I \ REC N0. 8 4 032 6 0623 \ IRE. 8" PVC N.=44.6 LE. 8' PVD 5-44.5 \ / 1 OVER 40Z SLOPE AREAS 50' T n w \ \ \ \ / / SOL LOG \ \ \ _ 50 T%�j \ `FOUND 1/2"RENR&f /saL L I 16698° EQUIPMMITANDPROCEDURB BASIS OF BEARING60': / N 18'14'33� W BETWEEN FOUND MONUMENTS ALONG LAKE DEED REC. NG 1035005 I \ \ \ I I I I I I I WASHINGTON BOULEVARD NORTH PER REFERENCE 2001 SURVEY UOT) 12/29/1915 vv v vV vv I I AI I I I I / I \ \ A5\ a \/saL Lol."'I \ \ I I I I 14 " 3 I CITY OF C1TP0 FNBM 1217Z 3.5- RFeV7ONBM BRASS asK AT I 3 I \\ \ \ \\\\311. 513.x\ \\ / /ti /PIN OF R/W 0' X R \ \ \ / - \ I 1,0,5 IN, \ / (2 III R/RCCROSSING ATOM ENTRANCE °F COULON PARK GE AT R=1844.70' \ \ \ I OF \I \ \ ELEV. 3J.z5 I I 0 063845 F 3 \ _ \ i 235 \ \ , I I 5 UNE' N \\ \\ \\ \\ \ g BN INVENT ELEVATION OF N. 8- PVC PIPE IN SSMH 12 \ \ \ \ \ \ (ASPI PT / 1102) ACCORDING TO AS -BOLT DRAWING I /IN, \\ \ \\ le -c ll \ \ \ \ 15-322206.UNITED s/2/D6.aIf I.E. = 34.27 HORIZONdN ASSUMED DATUM: \ I assuMED I I G I \ \ \ 5q 75 / , /// 1 \ \ \\ .\ VERnaL DATUM: \SwL LOU \\ 15"C IT 3 / /// ! 1 \ \\ \ IBM 88 N5T /_� /� / \ \ \ (� SIDE sEwER \ s" -a I 1 \ CTTYOFRENTON I 6'0 PL I.E.=j LB _ \ I ^ i \\ \\ -_ _-./ II T'Y� \ - - `I a AFf80VBDBY & DAT O A M �7 _-�/ // II AFMVPDBY• DA78: p I Lj� IN, --�NKLl \ \\ \-16N APPROVBDBN DA7R le \ \ \ f 10 l \\ - � Cyt \\ R-382029 1 \\ \\ \- d -M _YI \ IN, 11 rA l /$ \ SSMH 54° - 55 2 u / / \I Im I RIM-4DJ0' \ 1 L \ \ !8° -CT M FOUND 1/2 RE6AR &CAP STAMPED/ \ \ \ AS BUILT IE B'PVC N=.7421 I 154001616898" \\ °o -i INSIGHT ENGINEERING CO. IF 8' PVC S,=34.17 ' 04' NW x 0.2' W \ P.O. BOX - 1478 • I v v 1 I �/ (425)303-9363 (425)303-93606 25) 303 9362 FAX ENCROACHMENT 3 w I INFO@INSIGHTENGINEERBVG.NET o REMOVAL AGREEMENT SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N CUY P \ I II 2 2ND BUILDING REVIEW BRK OB -19-1015 RENTDN, WA 980.56 Know what's 1 Hi POLE 1 1 BUILDING PERMIT SUBMITEAI SRK 04-126-2015 I \ \ I CBII bePore myou you dig. I � \p 1 \\ I REV. NO. DESCRIPTION INrruLs DArt TAX ACCOUNT NO.'S: J344500007 PERMITNO: U15002518 CUIILlT1�ONFL(CTNOTE. I / M FIR j L \P \\ y R. SE I/4• SW114,SEC.05•T.23N..RASE W.AS RIE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING TUE LOC.AnON, y ( \ \\ \ 0Of W'AsyVti f IMACYRENTON DIMENSION, ANO DEPTH OF ALL ERSTNG UTUNES NETHER SHOW ON THESE I I 3 I / \ \ \ CFe volt��.y PLANS OR NOT, BY POTHOLING RIE GNOMES AND SURL'EVNG RIE HORIZONTAL 4 \ \ 117 x OWG FILENAME DESIGNED BY: DATE: I SCALE: JOB NO: AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL 33 INCLUDE CALLING UTILITY LaA1E 0 i-800-424-5555 POTHOLING ALL OF THE p\ �, Q #1 R(154470' \ m 1.7062.7-AB.OWG JRC 11-04-2013 1"=20' 13-(23 EYGNM UTILITIES AT LOCATIONS OF NEW MUTY CROSSINGS TO PHYSICALLY / yl \ \ \ 764 SHOWN ON THESE PLANE ARE BASED VEH� WHEMER ON NOT CONFLICTS EXIST IPON LTTE UNMERITED PUBOCATIONS OF SM ICUTILITIES AS ' 4 Q �e6'09.U• u \\ \\ ES&p�� p��$� SHEET INFORM4ION AND ARE SUBJECT TO NARAN N4. IF CONFLICTS SHOULD OCCUR, ' I L=166:3' \ E11' ST1N(j PEAT[%1ZPw5' Lyf]Q RIE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO / 1 \ \ C1.2 RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH COMMUCIION 12-15-2017 O N 00 cy) I 0 r) Lu -\GONG HEADWALL J p�So— IF 24" CMP W=28.3tr CB - TYPE 2 - 48 I RIM 5429 8" PVC NW LE=51,76 6" PVC SW LE. =5184 6" PVC HE LE.=51.89 6" PVC E. LE.=52.b \ LE B" PVC S J 24" CONC-JOD4 * I SSMH 54" - W3 BURIED? RIM= LE 8" PVC N. 446 LE 8" PVC S.=445 DEED RM DATED 1 SE 1/4, SW 1/4, SEC, 05, T. 23 N., R,05E„ W.M. KING COUNTY, WASHINGTON a 48" TYPEn SOMH n RIM=N576E / /SO SYNC NE=5391 SWC 5=50.1,7 50 12"CPEP E752, 32 29 / � • / / i 50 I2bPEP N-5.29 YYY I 1 N-49.59 IS- (01 q? U. FH Kv 1 & 315 CD - TYPE 1 312.313.31a S�1 VA T RIN 61.94 OF Tp15 Y i RIM 54.5,7 / 6" PVC SW LE.=59.69 q35 8' PVC N j 6' PVC N I E.=59.93 5 160 pF N NNE. 8 30' EX. /Wy VAULT ACCESS N' RIM 5423 50 CLEANOUT ly 8" PVC S I.E.=51.38 RIM 61.45 WEIR E -W I.E. 51.33 UNABLE TO OPEN BOTTOM OF VAULT=46.19 w a 00 i 0-r4 15"E Ia I SIDE SEWER 6"0PL LE.=.}J.8 I [O I4.5' OF R.O.W DED"77ONTo THE CI 806 SFry I �I BM SSMH 5 70 4' - SS12 IAM 8" PV' I LE. 8" PAL N.=34.11' IS S" PVC 5-3417' GUY POLE — 7bT � Q. - TYPE i SOLID UD 54.0 PVC SW NE LE=5123 PAD CAP RETAINING WALL, TYP 15' PUGET POWER GSEMENT _ RED, NL 840,7260623 SOIL NAIL WALL (DESIGNED BY OTHERS) NONE 0 PACTEC 20 YARD DEWATERING FILTER DISCHARGE i0 EX. SANITARY SEWER STUB (KING COUNTS METRO DISCWRGE PERMIT & CIN OF RENTON GROUND WATER DISCHARGE PERMIT IS NEEDED) VEG 35975 CL CH;%IIy OF UpiS 5 INE. N. / y TEMPaRUCT CONSTRUCTION PNCE CL VEG I $C ao TlfLl..r: 1" 20, ao 40 D� wA n it 0. �5 ( /4 /4 Know what's below. Call before you dig. J OTILITPCONFLICTNOTE.' CWHON.- THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ME LOCATION, DIMENSION. AND DEPTH OF ALL EXISTING UDLMES WHETHER SHOWN ON THESE PIANS OR NOT BY POTHOLING THE UTUPES AND SURVEYING WE HORIZONTAL AND VERRCAL L06ADON PRIOR TO CONSTRUCDON. THIS AND WEN SHALL INCLUDE CALLING UBUTY LOCATE 0 I-600-424-5555 POTHOLING ALL OF THE I EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERITY WHETHER OR NOT CONFLICTS EXIST LOCATIONS OF SAO UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON WE UNVERIFIED PUBLIC INFORMATION AND ARE SUBIECT TO VARNTION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL q CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. R-382030 AS -BUILT FOUND 1/2" REBAR & CAP SIAMPEf, "HARSIAD LS 13731" 06'W X02'S NOTE.' REFER i0 SWPPP INCLUDED IN TIT. 2 1N0 BUILDING REVIEW 1 BUILDING PERMIT SUBMITTAL REv, NO I DESCRIPTION TES.C. LEGEND INTERCEPTOR WENCH W/ ROCK CHECK DAM —XXX— CONSTRUCTION PENCE TEMPORARY CONSTRUCTION ENTRANCE PER COR SID 215.10 CECT CATCH &SIN INSERT CIyJ, PCO S (IVP) PERER COR 510 216.30 CLEWING LIMITS D1 WGETATKIN MU MULCH &/OR STRAW MATTING p� PLASTIC COVER FLOW ARROW (EX) =OFRENTON ~VBDBY, DA7Tk AAROVEDBY� DAT& APMV®BN DA71$ INSIGHT ENGINEERING CO. BAN 10-19 2015 SITE ADDRESS: 1300 CAKE WASHINGTON BOULEVARD N RENTOAL WA 98056 TAX ACCOUNT NO'S: 3344500007 PERMUNO: U15002518 &4K 04-06-2015 INDAUS DALE SE 19, SW 114, SEC. 05, x23 N., &05R, WX LEGACYRENTON 12-15-2017 SHEET TEXT C2.0 O N 00 M I C) r) Lu S.C.E. NOTES: 1, SEE AMCENT DETAIL. 2. A SEPARATION GEOTE(TLE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTLE SHALL MEET THE FOLLOWING STANDARDS CRAB TENSILE STRENGTH (ASTM 0-4751)- ............... -200 P91 GRAB TENSILE ELONGATION (ASW D-4632) .................30$ MAL. MULLEN BURST STRENGTH (ASTM D -3786-90A).. ......... 400 PSI MIN. AOS (ASW D-4751. .... ._ ____. __. 20-45 (US STANDARD SIEVE SIZE) 3 HOG FUR MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS THE EFFECTIENESS OF HOG NEL IS HIGHLY VARIABLE BUT IT HAS BEEN USED SUCCESSFULLY ON MANY SITES T GENERALLY REQUIRES MORE MAINTENANCE THAT QUARRY SPALLS THE INSPECTOR MAY AT ANY TIME REQUIRE ME USE OF OUARRY SPALLS IF THE HOG NEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOC FUEL IS BEING CARRIED ONTO PAVEMENT HOG FUEL IS PROHIBITED FROM PERMANENT ROADBEDS BECAUSE ORGANICS IN ME SUB -GRADE SOILS CAUSE DIFFICULTIES WTH COMPACTION. 4, FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE 5 WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE THIS CAN SUBSTANMLLY INCREASE THE EFTECRIENESS OF ME PAD AND REDUCE THE NEED FOR MAINTENANCE �I�STABILIIBD CONSTRUCTIONENTRANCB NOT TO SCALE Know whafs llBIOYV. Call bNauyou dg. DTILITPCONFLII CAUlION.- THE CONTRACTOR SMALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING URATES WHETHER SHOWN ON THESE PIANS OR NOT BY POTHOLING ME UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTON. THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE O 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS i0 PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST LOCATIONS OF SAID URI AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SMALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLI2 ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION SE 1/4, SW 1/4, SEC, 05, T. 23 N., R.05E., W.M. KING COUNTY, WASHINGTON JOINTS IN FILTER FABRIC MATERIAL SHALL BE SPLICED AT POSTS. USE STAPLES OR WIRE RINGS OR EQUIVILENT TO ATTACH FABRIC TO POSTS 2x2" BY 14 GAUGE WIRE OR EQUIVALENT, SIF STANDARD STRENGTH FABRIC USED 1 2x4"—WOOD POSTS STEEL BURY BOTTOM OF FILTER MATERIAL LJI FENCE POST, REBAR OR EQUIVALENT IN MINIMUM 4NX40 TRENCH 6' wMUM MAY BE INCREASED TO 8" IF WIRE BACKING 6 USED WOOD POSTS STEEL POST, REBAR OR EQUAMLENT FILTER F 2x2" BY 14 GAUGE WIRE OR EQUNAI IF STANDARD STRENGTH FABRIC USED SEDIMENTAND DEBRIS DRAINAGE ORATE rTim OVERFLOW BYPASS 61 I A SECTION VIEW neul"uu� Ui 11, anurvn RETRIEVAL SYSTEM UNP.) $ESS AREA BACKFILL TRENCH WITH MORE $OIL OR 3/4"-1.5" WASHED CRAKL MINIMUM 4°sb` TRENCH SILT FENCE NOTES: 1. SEE ADJACENT DETAIL 2, THE GEOTEXTILE USED MUST MEET ME FOLLOWING SPECIFICATIONSr AOS (ASTM 0-4751) W-100 SIEVE SIZE FOR SILT FILM W-100 SIEVE SIZE FOR OTHER FABRICS WATER PERMITIMII' (ASW 0-4491) 002 SEC -I MINIMUM GRAB TENSILE STRENGTH (ASTM 0-4632) 180 IBS MIN FOR EYIRA STRENGTH FABRIC 100 IBS MIN. STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASW D-4632) SOx MAX VLTRAWOLET RESISTANCE (ASTM 0-4355) 70% MIN A COPY OF THE MAwwACNRERS' FABRIC SPECIFICATIONS MOST BE AVAILABLE ONSITE 3. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF ME FENCE. NYRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED MR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 4. WHERE THE FENCE 5 INSTALLED, THE SLOPE SHALL BE NO STEEPER THAN 2H.IV. (&S ILTFENCEDETAIL Oi ICJ SCALE ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH o ARM OOD� Q 24" MIN. o i 4 ROC Ta, D" Nor r0 SGxE -4" ROCK 190NIIII mm NOTES: L SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORM WATER STRUCTURE T WILL SERVICE 2, THE GIGO SHALL HAVE A BUILT-IN HIGH -ROW RELIEF SYSTEM (OVERFLOW BYPASS) 3 THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE GIGO WITHOUT SPILLING THE COLLECTED MATERIAL. 4. PERFORM IN ACCORDANCE WITH STANDARD SPECIFICATION 8-OLJ(IS). 5. TRIM EXCESS FABRIC FROM INSERT TO 2 INCHES FROM FRAME AS PER MANUFACTURER'S RECOMMENDATIONS :AIA.. iwiP 3 CATCEBASINFILTER NQT TO SCALE SWALE SPACING DEPENDS S INTERCEPTOR SWALE NOi TO SCARE R-382031 Ai -BUILT N F 1 2x4"—WOOD POSTS STEEL BURY BOTTOM OF FILTER MATERIAL LJI FENCE POST, REBAR OR EQUIVALENT IN MINIMUM 4NX40 TRENCH 6' wMUM MAY BE INCREASED TO 8" IF WIRE BACKING 6 USED WOOD POSTS STEEL POST, REBAR OR EQUAMLENT FILTER F 2x2" BY 14 GAUGE WIRE OR EQUNAI IF STANDARD STRENGTH FABRIC USED SEDIMENTAND DEBRIS DRAINAGE ORATE rTim OVERFLOW BYPASS 61 I A SECTION VIEW neul"uu� Ui 11, anurvn RETRIEVAL SYSTEM UNP.) $ESS AREA BACKFILL TRENCH WITH MORE $OIL OR 3/4"-1.5" WASHED CRAKL MINIMUM 4°sb` TRENCH SILT FENCE NOTES: 1. SEE ADJACENT DETAIL 2, THE GEOTEXTILE USED MUST MEET ME FOLLOWING SPECIFICATIONSr AOS (ASTM 0-4751) W-100 SIEVE SIZE FOR SILT FILM W-100 SIEVE SIZE FOR OTHER FABRICS WATER PERMITIMII' (ASW 0-4491) 002 SEC -I MINIMUM GRAB TENSILE STRENGTH (ASTM 0-4632) 180 IBS MIN FOR EYIRA STRENGTH FABRIC 100 IBS MIN. STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASW D-4632) SOx MAX VLTRAWOLET RESISTANCE (ASTM 0-4355) 70% MIN A COPY OF THE MAwwACNRERS' FABRIC SPECIFICATIONS MOST BE AVAILABLE ONSITE 3. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF ME FENCE. NYRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED MR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 4. WHERE THE FENCE 5 INSTALLED, THE SLOPE SHALL BE NO STEEPER THAN 2H.IV. (&S ILTFENCEDETAIL Oi ICJ SCALE ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH o ARM OOD� Q 24" MIN. o i 4 ROC Ta, D" Nor r0 SGxE -4" ROCK 190NIIII mm NOTES: L SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORM WATER STRUCTURE T WILL SERVICE 2, THE GIGO SHALL HAVE A BUILT-IN HIGH -ROW RELIEF SYSTEM (OVERFLOW BYPASS) 3 THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE GIGO WITHOUT SPILLING THE COLLECTED MATERIAL. 4. PERFORM IN ACCORDANCE WITH STANDARD SPECIFICATION 8-OLJ(IS). 5. TRIM EXCESS FABRIC FROM INSERT TO 2 INCHES FROM FRAME AS PER MANUFACTURER'S RECOMMENDATIONS :AIA.. iwiP 3 CATCEBASINFILTER NQT TO SCALE SWALE SPACING DEPENDS S INTERCEPTOR SWALE NOi TO SCARE R-382031 Ai -BUILT CD c\1 W M C) r) Lu o A 12 CPEP E-52.29 w SE 1/4, SW 1/4, SEC, 05, T. 23 N., R,05E„ W.M. L IE 15'CPEP= I I 15'C(U N-4959 \ N / / /q�\\\�``�\<����%i -J9' XI 5 O� 15" (DI?)W-4939 / ` R(�t 1(a'` ` MNG COUNTY, WASHINGTON , / / L CB - WET 313 Ry 61,94 PVC SWIE=59.69 /O////(I I I LdiS--�7f/(\(\(\1 CB-WE2-As. n - S" RIM 54.53 / 6"PVC SW LE=5,6 (III (Oft123' 1\\\\ RIM 5429 I ¢ I 8"PVC NF/ /(/( I I I I I .1601 Of L_ \ \\-- 1\ 1\6IM 8" PVL NW LE,=51.)6 ¢ n \ M_ _ 6" WC SW I E=5184 3 R/W 30' ER /� VAULT ACCESS / I I I I 0' 6" PVC HE LE. -51.89 �— RIM 54.23 o I / / I I I I I _ _ \ \ \ \ \ 1 \ 1 1 1 '1' I -" — nom_ — 6"ME LE=52.40 8•PVCSIL=5138 RM61,45 1 15° WDR E -W LE=51.33 UNABLE TO OPEN ¢ BODOM OF VAULT=46.19 T VI 4o cs 1 CB s4WE 1\SOLID UD111111111111111\ / I \\\\-- \�\ \ IR 6"PVC SW, NEILE=5123 \ s \ \ \ \ \ \I r/ I `\---- IJO- \` I u \\ \ \ \ a� L \ SAL NNA WAVBY \\ \ \ \ 1 1 1 1 11 \_ —\. ` \ —` ____ TRANSFORMER +� im�9 , (DEkICNEq BY QTHEK') \ \ i III 1 I \ � _ _ \ \ / _ _ _ _ Ssoss4 3 IXF �q `\ PAD \ °/i° 1 \ \ \ I III III \\\I�\`___—__— \� \\ // ____ 26.8 RIM=51.35' p //� GONG HEADWALL F a / / I 1 l \ aeD LE e-Pvc s.-45ss'x y�' 9 mom; ) I / I I 120 GO IE24•CMPW-2B.3� 3\ I \\ \ \ I \ \ II 1 \ \� \�\,.^\\�\�—_ {Icer El\NC- FOUND 4X4' CONCRETE R/W L y \ RETAINING 0up 6'1'0' X 0,2' SE `4 P5' PUCET / \ \ \ o —_ VISlIEO NOV 2012 3 \- R'N0. 840J260623 T POWER \ \ \ / / \ \ /I I REC�IvO —� \\ �`i,._, —,��\ // //— _ .\ \\\\\\ \\\----\ II II 1 g SCALE: 1" = 20' 20 10 0 20 40 CIL OF R/W T \ T a 8403260623\ \ \\ / \. FOUND 1/2" REBAR Ar CAP STAMPED 1S CIL OF RD \I a I \ \\ \\ J / // 11111\\\ II / / \ 1 180"x 0.2' W, 3 I \\ \\ \ �\ \/� DEED REG N0, 1035005 I \ \\ \ I I \ \ I I I I 1 OAICD 12/29/1915 AV 3 R \312.31}. R -1844.70'I\\ ��� \ \\ I -06'38'45 4, 3 \ _ ( \ \ ! I I N 235 'Lx. sEWFk-F&V' a I \ \ \\ I I 5. UNE' \ \\ \ \ \ AARcCwTEcs PLANS\ ICYC I I I \ \ J59j5 / "n 0Mf � -�\/I I -BUILT THAT ME LO EMM AND ELEbtPONS scN SHOWN ON ME IAS -BUILT PLANS FOR 180ACYR®17IAY SIGNED BY BRGN K&AB ARE RASES ON FELT SURVEY LD WNS AND ELEVATIONS 2CONPIETED BY PACWCOAMURVEYS, BYC4 IN JULY AND AUGUST OF 2017 AND PRODDED TO IECO FOR FINAL PUN PREPARAWN. R. 4.5' DEDICAAON V I _ / 12'-d TO THE CITr q� -^— 6•-M \_ /\ \ •_li — 6-M. "* " e, 806 SF I BM I EGON 54" - SS LE. B• PVC N.34.2)' LE. B• PVC 5=34.1)' IMENCROACHMEM Know what's below. Call before you dig. UNWYCONFUCTNOTE.• CAOT/ON.• ME CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL ERISTING UTILINES WHETHER SHOWN INA THESE PUNS OR NOT, BY POMOLJW ME ORGIRES AND SURVEYING ME HORIZONTAL AND VERRCAL LOCATION PRIOR TO CONSTRUCTION. MIS AND THEN SHALL INCLUDE CALLING URLIIY LOCATE 0 1-800-424-5555 PoTHOLLNG ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW URLTY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT COWJCTS EXIST LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMARON AND ARE SUBIECT TO VARNRON IF COWJCTS SHOULD OCCUR, ME CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCRON. -----50 FOUND 1/2 REBAR & CAP STAMPEDE "LS 40016 16898" 1 04 NW X 02'W \\\ 14"-y- \ I / I I / BLOCK WALL (2' HIGH) lwvv 21 MAN. DRAIN 4.1 SLOPE (SEE PLUMBING PUN SLOPE FOR PIPE OETN) 4' PVC DPNN PIPE 1% IS 4' THICK CONCRETE PATIO BLOCK WALL (IS' HIGH) 1 SEMWAA NOT TO SCALE R-382032 AS BUILT CUT: 40,000 Cu.Yds FILL: 10,000 Cu.Yds (GRADING OUANRRES WERE CALCULATED USING THE LAND DEVELOPMENT DESKTOP COMPOSITE METHOD. CALCULATIONS DO NOT ACCOUNT FOR SOIL SWELLING AND SHRINKAGE) NOTE.' I. ANY SOIL REMOVED FROM ME SITE MUST BE HAULED TO A CITY APPROVED SITE 2. BEFORE CONSTRUCTION ACCEPTANCE SY ME CITY, ME APPLICANT SHALL ESTABLISHED A PERMANENT VEGETATIVE GROUND COVER. =OFRENWN APPROVBDBY DATE: APPROVEDRY; DATE: APPROVEDBY: DA7B: INSIGHT ENGINEERING CO. 1 1N0 BUILDING REVIEW BRK 19 2015 SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N RENTON WA 98056 TAX ACCOUNT NO'S: 3344500007 PERMUNO: U15002518 I BOLDING PERMIT SUBMITTAL &%( o4 -OB -2015 REY NO DESCRIPTION INRIALB DATE R. °i AS" SE 19, SW 114, SEC. as, x23 K.., &05Rx WX LEGACYRENTON 12-15-2017 SHE GRADING PLAN C3,0 CD N 00 cy) O L r) Lu SE 1/4, SW 1/4, SEC, 05, T. 23 N., R& E., W.M. KING COUNTY, WASHINGTON o � I 00 0* ZE~.� _ a mO I — SCALE: 1" = 10' t� � o P � � IU 5 0 ID 2U �m mm�� ��,ll�iC� o R�O o n� calx �y BARS, •R • • �o v v a m rrI m cn z \ z o m m L a C z z c,A W "' m c� Lb x n Ln \o \ �\ C:) rn o m r O Lo ---r Iry II w T _ —RAW– / T— T r ,Cil Cit \ o / /[ L� A T T r —T K TN —T —T @_T T H� A n m 1 GT4N --w—W— W x y — m w � w w w w w— w 0 3-1-00 • m —wl- W�W�w w IT AT �— — _ OB w w _ �RB CUT i —T - 4 - - - 1+00 / ss w w J` \ SITTING WALL — h — — I — �ss� s 1 (DESIGNED Pss c 2 / G G G P— k, // /» A17 LNG ss °i P Ss SO—�_P P r r �T I r r /�b'M3/11�I r r —T CA TE 5s_ P —p — —T P _ PSS SS P 55 �P P P P CITY OFRENTON p— p— p p p p P / n 'I%. ��-/ H AITROWIDBI DA7B: 4 a — AAROVBDBI DAT& / — _ _ k - - • k - o - - - - Gp - / 48 APIROVBOBY• DI - 2 2ND BUILDING RENEW BAN La -19-x015 y\ S \ � � �® �,= 1 BUILDING PERMIT SUBMITTAL BRIt 04-W-1015 // ' ; Q,y/ b. • j0� Soho S • REV NO. DESCRIPTION INIMLS DATE ._______________ ____/ i FF= 46.0 / i9� �y "T� y� E 48.061 s 'j If 4y Know whars NNI*W. Gall balm yR ep. UTLLl7TC0NALIC7 R-382033 INSIGHT ENGINEERING CO. P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX AS BUILT NFO@ N300 LTENGIN33ERINGNET I CERTIFY THAT THE LOCATIONS AND ELEVATIONS SHOWN ON THE AS -BUILT PUNS FOR 78OAO SURV i LO SIGNED BY BRIAN 511E ADDRESS: 1300 UNE WASHINGTON BOULEVARD N 7LVA9 ARE BASED ON READ TSERY LOCATIONS ANO ELEVATIONS RENiOµ WA 98056 COMPLETED BY PACR9CNAED TO JE FDA FI IN JULY AND AUGUST OF 201 J AND PROVIDED i0 TECO FOR FINAL PLAN PREPARATION. Tax ACCOUNT NO'S: 3344500007 PERMIT N0: 015002518 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION. 04 a, DIMENSION. AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PUNS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HOR2ONTAL AND VERTICAL LOCATON PRIOR TO CONSTRUCTION. THIS AND • THEN SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 9 j R. �. ti Q. wASyX.y j re ry1 cT'y W .n pJ M 1 , a" 1/4, f. Of, T. AU N, &W R, wAL LEGACYRENTON DWG FILENAME DESIGNED 81':LMTE: SCLLE: JOB NO.: POTHOONG ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW URLP( 2 .p 6 CROSSINGS i0 PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS UTT •�� ,n� 130623-AlLm JRC ii -04-2013 1•=20 13-M SHEET LOCARONS OF SAID UTILITIES AS SHOWN ON THESE PUNS ARE BASED ! L. LATSGJ64 A4,P UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO AS 1S i fl G� VARIATION IF CONFLICTS SHOULD OCCUR. THE CONTRACTOR SHALL 'SrONAL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL ORADEVG PLAN C3.1 PROBLEMS PRIOR i0 PROCEEDING WITH CONSTRUCTION 12 -IS -20A CD c\I W M O r) Lu IIE 15' CPEP=39.55 w HEADWALL J SSD - IE 24' CMP W=28)17 E211CPEP E=5232 12'CPEP N=52.29 5° 15•CPEP N=49.59 / n SE 1/4, SW 1/4, SEC OS, T. 23 N., R.OSE., W.M. ,� \\ \ \\ \,,,;; 5 I dv,w=49.39 (30 KING COUNTY, WASHINGTON '; �R // �50 "o IXF.R 314.6 GB - TYPE, //'// ///I L 2. 3'S' RIM 61.94 • /// / ( / I I I LI00!!F» __�//\ (\I \(\\ II \ _160'// S" RIM 54.SJ / 6' PVC SW LE -5969' --J/// CB - TYPE 2 - 46' m ° M PVC NE 6' PVC N LE=59.93 / / / I I OF N. _ \ 1 I \ \ \ \ - _ RIM 54.29 c ¢ I / / ( I 608"PVC LAW JX -5176 l 6m PVC SW LE=51.84 SO, SIC /Yd $ I I TNI L11{C• 1160, R/W VAULT ACCESS 6• PVC NE LE -51.89 �- WEMIR C.2S3 . SD CLEWOUi I e IIII �I IIT/ \\\ MU \ �_-__-_ ��6•PE IE=5240 518 45 33 UNABLEi0 OPEN BBrroM OF VAULT -4619 4 I I I 1 Id�ae�5 II �I1111 111r1////// ~ n 1I \ I\ \\ \ I 1 \\ \\_\\ 6' PL IDE WJ9 v 1 RCIS IM 54 EE I\ SOLID LID 6• PVC SW NE\LE.=51.23 \ s� LSOIL F YD15 9PDO L \ \ s� /9"® I CoEklONe BYY� M S \ IEI S AS# I I I I \_ _� \ \ _ - lM,as. 5: TRANSFORMER/ �.m I I @ \ \� I I ��-=-Z\�\ \ \ -__ __ ss ss4 s IXF.azBS� \\ PADiP�� / / I / / \I \ \\ I I I �`I\I\\\�_\ // /______\ RIM=51.35' D LEB'PVC sg4555't v�I\�`�\\\\\\\\\� --- �����\ ///�/�-_\`� NEZ-ivD\s 24'CONC=3004 RIM `_-- \ \\ ® I _ .' 1 I I `\ 3\ \ v •• •\'� \ / I I : 61. \\ 8" PVC BYPASS FLOW -]",IGH? - W/ U G m .:I:' �.� { \ < I \ \ \ \ � \ _ � _ TO CBf3005 MIN. -.'.'.'.'_� __- � �i �/--__��___ - /\ \ \ \ 110 3 AR& PAM 4&77(AB)\ \ \ 8' PW ROOF DRAIN 635" y G 4281 (A9)\ \ \ \ �YY- _- TOCall 00.5NIN RETAINING WAtL� \ \ \ - ` \ \ \ (Low -PI _---- \\\jj `\ -.1- `�\\`\`\�\_-___- O tt 15' PUGET POWER EMI \\ \\ \ DA ILS PpWZ}- SSMH 54` -SSJJ BURIED? 3 '.\$''• \ NG 84032606'13 _ .0.' IEE, Sm PAD N.=44.6 R .m POW POWER -� \\ \ \ \� ���/ / \ \\ \l__--___�\ (TIP) \ 1 1 I �_ IE8"PUS S-445 3\\ I RE '• j �1�_\� �v/�// //--- \\\\\\�EM60.5 Dt_�II II III_____- \\\\ \\ T T ._4.' 840326r Ogp\j\ II so' \ \ <�t. III RIM: 4.AI;(MB) A � f. III an 41.as (ee) s I�•� v vvv \v �V ��„// I I 1� 11 L -I I / I II v � '.d. • uulN� DEED REC. N0. 1035005 tiE-4P.` LE\41.91 (AB) A I V A I I I DATED 12/29/1915 .. DRAIN g4 V A it I I I I AMo--f4J4MY: 45. (AB) v AV A V I 1 I I :a... rc 41.3e 3.IRn,. .. \ •o // \ \ R=1saa.7o• 7;3�. �� \ I 1 I oT Low\ \ ) \\ I I O EX. SEWEk CBA1 H FOO \ \ \ If '11.6 4s. ) BRAINuy \\\ 1LUIT IT VI! G \.\\al \\ '/ m If jll / IT \\\ \\ \\ \ \ 47.84 ,� I/ * r °\�. -� x�B w zH•(A91\ \ /� _. •' �/ / I I j \\\ \�'o \ .� mm I � I 1 A'.u8) I \\ \\ C• 3597 / / / (/ I \ \\ \ \ WILLING 5�MIN SLOB' EVIL WALL 1 ALESEC77ON NOT 0 W £ UNIECO-STONE POROUS PAVERS OR APPROVED EQUIVALENT TO BE BACK FILL CRACKS USED FOR RIE WALKWAYS w/;}8 CRUSHED INSTALLED PER MANUFAMRE'S RECOMMENDATIONS BEDDING LAYER JB* CRUSHED SURFACING COMPACTED INTO BASE COURSE 2" N0. 57• CRUSHED SUBBASE COURSE C w/90R MIN. FRACTURED FACE 6' SUB&ASE COMPACTED T 90% MIRAFI FILTER WEAVE FW4W WRAP BOTTOM AND SIDES 2 PERMEABLE RVTERLOCKING CONCRETE PA VERS NOTE: IOTA NO 89 CRUSHED STONE OR FINER ANTERIAL May BE REQUIRED r0 FILL NARROW JOINTS BETWEEN WTERLOCKING CONCRETE PAVER SHAPES TABLEI TABLE2 GRADING REQUIREMENT FOR ASTM NO 57 SIEVE SIZE PERCENT PASSING 1 1/2 in. (3Z5mm) 100 I in. (25mm) 95 TO 100 1/2 in. (12.51 25 TO 60 N0. 4 (4.751 0 TO 10 NO. 8 2.36mm 0 TO 5 GRADING REQUIREMENT FOR ASTM NO. 6 SIEVE SIZE PERCENT PASSING 1/2 in. (125mm) 100 3/8 in. (9.5mm) 85 TO 100 NO. 4 (4J5mm) 10 TO 30 NO. 6 (236mm) 0 r0 10 N0, 16 I.I6mm 0 TO 5 PERME9BLEPAVERSN02W..- 1. ME LANDSCAPING SHALL BE MAINTAINED TO INSURE THAT FINES 00 NOT LEAVE THE LANDSCAPE AREA AND REACH ME PERMEABLE ASPALT. I CERTIFY THAT THE LOCATIONS AND ELEVATIONS SHOWN ON ME M -BUILT PUNS FOR LBGACYMOGI N SIGNED BY BRIAN 2, EXPERIENCED CONTRACTOR WHO HOLD A CURRENT H151C ARE BASED ON DEW SURVEY LOCATIONS AND ELEVATIONS LEVEL CERTIFICATE IN THE ICPI CONTRACTOR CERTIFICATIONS COMPLETED BY PACWC0ASTSVRV= RC IN JULY AND PROGRAM MUST PERFORMED INSTALIOUPON AUGUST OF 2017 AND PROMDED TO IECO FOR FINAL PIAN 3. CRUSHED STONE CONFORMING TO ASTM C 33 NO 57. PREPARATION GRADATION SHOULD CONFORM TO TABLE I ABOW /STM C 33 N0. 8 CRUSHED STONE PER ME CREATION SHOWN IN TABLE 2 ABOVE: �1 00 �- a � �- • \ Baa 1%71 (Al \ \ Nu' /, / I \ \ \\ \\ FLOWCONTROLBMP: /Wy[q 1 (PueLLcJ soE m I _a '`�RB YAA (•MI \\ ,-� /) \ \\ \\ RW" 43.92 (AB) 6' ® I LZ W h q l l •i a '� THE FLOW CONTROL BMP REQUIREMENT WILL BE MET BY I E a• d (600)-41.8) (AeJ U>i TIA`y. s;7 I IE a'd (E) -41st (•'B)�•° N� I �•vA�' zelr.-s'd ossx (AM) I .. �. / POURER CURBING '. i rrr�� Til. / 45.84\\ St' PLUMBING-\ \ter ���60. I R. TO HEDICAAON V is ' '. � .." % • \ Mo . snroFnw P .QI1 FSR'DImIN- _ TO THE Cqy 6 •.'. '. .Tt.. '' \ \ PRWEC/11EJ.1tR /\ \O�PACE CURL - --- i e06 SF ..� . .. .. / \ \ WJ N os•(m) - - / \ TO BE 20NRECTEO TB - INTEGRAL V\ AROOF DRAP§. CURSING '••( ZHFr12•RC rTII. (AB) CB TYPE-aO .ATO \ ,. r \ F�l\4SJ8 (AB)-�IBVIPE 1 (VI Aid) / \\ EARCHITECT'S PUN 1 /EVE (PRNAI~7 \ E 12 � (SJ=J328 AB RM 445:70"(/B) / 5( I I 6 �,81 (M) FOR, GR40E5 ON TOP OF SL9B 2 v J4&PL�M.p I(IM) �8.� �6(M) 150- LEa•v,�):i�ej) � ssBH sa' - ss 2 !��`1 v/JI � mw3 o 44.01 (•M) I RIM=40.JO I ^ \ a FOUND 1/Y RE. GAP STAMPEDE LE 8' P✓C N=3a.27' a %� 'LS MM6 18898• LE 80 PW S=34.17' 3 j 0.4' NW X Of W %•f y 4/ SOLID L LID 1 I ENCR CHMENT REMOVAL AGREEMENT 40 I RWB 41.88 (AB) I l�Hr POLL \\ I E' M.8a 12Y• OLE(E) (A8) SCALE: 1" = 20' \P ) \\ I E• 31.80• II 0PE(S) (A9) ; s SITE ADDRESS: 1300OLILIKE EAWASHINGTON BOULEVARD N 2 2ND BUILDING REVIEW BILK W -IS -2015 98056 SO 10 o 20 40 1 BUBWNC PERMIT SUBAIRTPL B%( 04 -OB -2015 I I I I I\ P \ I TAX ACCOUNT NO'S: 3344500007 yY 1 ( \ REV N0. DESCRIPTION INIMLS DALE tll U. FA ( \ �\ I KnowwhaYsbelOw. 5yE Call Mroroyou dlg PERMUNO: U15002518 I I 3 c 0I7LITPCONFUTNOTE. R I Se 11% SW U4, SEC. as, x 29 N., PLOM wni I 1 R(15 .7D' cAOTION ° y,I � LEGACYRENTON ME CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ME LOCATION, - / m Q=Q809'AT' n \ DIMENSION AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN W MESE ' PUNS OR NOT BY PoMOLING ME UTILITIES AND SURVEYING ME HORIZWTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. MIS AND MEN SHALL INCLUDE CALLING UTILITY LOCALE 0 1-800-424-5555 POTHOLING ALL OF ME U S \ EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY vi n SHOW WHETHER OR NOT MECONFUSES PAGE EXIST LOCATIONS S 340 UTILITIES AS a 1� SHOWN ON MESE PUNS ARE BASED UPON THE UNVERIFIED PUBLIC I I 1 INFORMATION AND ARE SUBJECT r0 VARIATION IF CGINNCTS SHOULD OCCUR, \ \ ME CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO PrIRIII/7 AII PPIVIiJ`LR EATON In PROCEEDING WIN CONSTRUCTION WARNS ME FOLLOWING BMP'S 1,150 SF VEGETATED RWF PER SECTION C2S ® C1 0FREMN 1,950 SF OF PERMEABLE PAVERS PER SECTION C.2.6 TO FLOW CONTROL BMP AREA REWIRED = 3.006 SF APP80V®BY� DA7E- OTAL FLOW CONTROL BMP AREA PROVIDED = 3100 SF ARIROVHDBY, DA7R- NOTES:• ALL PROPOSED CATCH BASINS ARE TYPE I WITH GRATED LOCKING LID ANROV®BY• DA78: UNLESS OTHERWISE SPECIFIED. FOOTING DRAINS FOR BUILDING SHALL BE CONNECTED TO ME PUBLIC STBRMWATER SYSTEM AND SHALL NOT BE CONNECTED TO DETENTION SYSTEM R-382034 EM A C' BUILT INSIGHT ENGINEERING CO. 12-15-2017 SHEET ROAD AND DRAINAGEPLAN L'¢,0 O N 00 cy) I C) I r) Lu r � r / Www \—p — AT BARS, CO • X Rl rn to �TT n N - A z —R/1N� m Rl v — _ �r T - r — T —T�T WA INGT _ CB— 42 I\ SE 1/4, SW 1/4, SEC, 05, T. 23 N., R.05E., W.M. KING COUNTY, WASIMVGTON T — T _ T J —TI$—r T] I m� o -� 8 I n II = \� Imp I � J 1" = 101 II II � coN �N 10 5 0 10 20 o I RI 00 co `o 0 ti J 70 V P z n C.� O � z m yy co n II � — —RAW— � p N V V r � r / Www \—p — AT BARS, CO • X Rl rn to �TT n N - A z —R/1N� m Rl v — _ �r T - r — T —T�T WA INGT _ CB— 42 I\ SE 1/4, SW 1/4, SEC, 05, T. 23 N., R.05E., W.M. KING COUNTY, WASIMVGTON T — T _ T J —TI$—r T] I -4 m� o -� 8 I n II = \� Imp I � Z 1" = 101 II II � coN �N 10 5 0 10 20 o I RI m 0 ti J -4 o I n ISCALE: 1" = 101 coN �N 10 5 0 10 20 o I RI m ti O O z n C.� O O m co — —RAW— rn L r .,,,�, —'"--W —W x •z I // w—www—Wr // • WWW 08 CORB CUT— \ rn B#3 C _ pSS s. , �t « _ I o / P ,t G « yst ,s «Rt t�\ tc x o 0 0 oo—D / dP / A 7 IN ,�_ P «�_t, / t ad « « G SS' e tt F%/«��««« ««t F « « « « < d o « t / b d SS « /t t t « « « t p« / d o ♦ �T� S �� « gt «e 7 / I d 6 d♦ _d / .. « «' t t t t . /« t t t t t • • t P e 1- Im d ♦♦ .. // o d. P SSS: P d B^ o P P P P F« BYPASSASS FLOW n i0 CB 2 0 0.6 MI[{ /« « «t: �_.a"pII'�G DRAININ 45A --------------L e Pvc ------ Gi «� I- �L PVC // H^Pvc-------� -- -- L / N� BRAIN 14 - 8 / r am P /DRAIN _m \� �)-RAIF-'Ir75 DRAIN 12 —ALM k7ft Ua 9) aF-ss– / I DRa A' n (�) / MG POLE« / I « • 1 • « . « « d �. o i N 6` P✓C i B" PVC - - - - - - - - - _ - // n d i FOOTING BRAIN ROOF DRAIN TO / / B" PVC « %« - I FROM INTERNAL PUMP C311 O 05 MIN / 6^ PVC / (SEE PLUMBING PLAN PO.P2 FOR PUMP SPECS AND CONNECTION) I281AIN / (SEE PLUMBING PIAN P.P. o CU#1 FOR CONNECTION) 91 A4f (M) IE: Ict& (AB) Know what's below. Call b.rora yml ala. NYWYCONFLICTNOTE." CAOTLON ME CONTRACTOR SHALL BE RESPONSIBLE FOR WRIMNC THE LOCATION DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING ME UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION THIS AND MEN SHALL INCLUDE CALLING UDUT' L00VE O 1-800-424-5555 POTHOLING ALL OF ME EXISTING URIITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTUDES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION TTT T I T — T — T T p p/i PP P 5 55 m ?X I CERTIFY THAT THE LOCATIONS AND ELEVATIONS SHOWN ON THE AS -BUILT PUNS FOR LBGACYRE114M SIGNED BY BRUN RALAS ARE BASED ON FIELD SURVEY LOCATIONS AND ELEVATIONS COMPLETED BY PACBI'CC0bTS0V= M IN JULY AND AUGUST OF 2017 AND PROVIDED TO IECO MR FINAL PLAIN PREPARATION. VA S R-382035 AS BUILT NOTES: 1. PLL PROPOSED CATCH BASINS ARE TYPE' WOH GRATED LOCKING LID UNLESS OTHERWSE SPECIFIED PER COR ST) 200.00 ANO INSTALLED PER COR SN 20200 2 OIL/WATER SEPARATOR SHALL BE LOCATED IN PARKING fARAGE. SEE PLUMBING PLN POP2 FOR LOCATION arv0 PLAN P5.0 FOR SPECIFMADON. O N 00 cy) I O I r) LU \ I \ I 4. \\ ed a d I - - - - - - - - - - LIVE STORAGE VOLUME (CF) DEAD STORAGE VOLUME (CF) RELEASE RALE (CFAs) ax -4II I / 8" INLET FROM CBjL ------------------------ ------ n AS -BUILT REQUIRED Y IE: 41.0 AS -BUILT 2 -YEAR 4,411 4,513 1,515 - 400 100 0.01 0.01 0.02 10 -YEAR Q 7,033 24�ACC SOLID UD - y I 0.04 004 AccEss Mwra HO 100 -YEAR n 8,601 $601 - 400 IW 0.06 DOE 94' suMP - _ DET—R—MON VAULT \4 T _ yl p d D'B1iMONVAULQI'd ° \ \ 3381' \ d' Q d \ 8' ROOF DRAW Il.ffi (AB) If: 41.0 __-_-__ 11R EL=3Bl- 3610 (AB) VAULT SBCIIONA-A SCALE I•=5' SCALE: 1" = 10' 10 n 0 SE 1/4, SW 1/4, SEC, 05, T. 23 N., R.05E., W.M. KING COUNTY, WASHINGTON 6" ELBOW RES ICTOR, EL=41-35 41.16 (AB) ORIFICE DIA.=0.91" SEE DETAIL PIPE SUPPORTS. N0. AS REO'D 3" X 0.9 G4 BOLT OR IMBEDDED 23' (MIN.) - IN CEL WALL O 3' (MAX) SPACING. MIN. i' SUPPORT ORIFICE /1 = 056' DIA EL=37_25 RESTRICTOR PLATE TO BE SHARP EDGED SHOP DRILLED e� t -----U.F. EL 10.9 -�--- 401 POLYPROPYLENE SAFELY STEPS AND UDDER X CLEANOLR/SHEAR DATE T2 a SD to �---4-- ei rLOWRBSCTRICTOR SCALE I•_2' HANDLELIFT HANDLE SHALL BE O w/LOCK PIN ATTACHED PER ADIOSTABLE MANUFACTURER'S LOCK HOOK O RECOMMENDATIONS w/LOCK SCREW ALTERNATES ARE ACCEPTABLE PROVIDED MATERNL SPECIFKAPONS ARE MET AND FLANGE BOLT PATTERN MATCHES I e2 CLEANOUTISHEARGATE NOT TO SCALE PLATE K OM TO PRO w/ORIFICE AS SPECIFIED n--- A t- 0 0 LVEL - - - - - - - - - - LIVE STORAGE VOLUME (CF) DEAD STORAGE VOLUME (CF) RELEASE RALE (CFAs) ax -4II I / 8" INLET FROM CBjL ------------------------ ------ ---------� AS -BUILT REQUIRED Y IE: 41.0 AS -BUILT 2 -YEAR 4,411 4,513 1,515 - 400 100 0.01 0.01 0.02 10 -YEAR 6,912 7,033 24�ACC SOLID UD - y I 0.04 004 AccEss Mwra HO 100 -YEAR n 8,601 $601 - 400 IW 0.06 DOE 94' suMP - _ DET—R—MON VAULT T _ yl 3381' 24"a SOLID LID ACCESS MALI w VAULT DEMENSIONS SCALE: 1'= 10' 8' ROOF DRAW Il.ffi (AB) If: 41.0 __-_-__ 11R EL=3Bl- 3610 (AB) VAULT SBCIIONA-A SCALE I•=5' SCALE: 1" = 10' 10 n 0 SE 1/4, SW 1/4, SEC, 05, T. 23 N., R.05E., W.M. KING COUNTY, WASHINGTON 6" ELBOW RES ICTOR, EL=41-35 41.16 (AB) ORIFICE DIA.=0.91" SEE DETAIL PIPE SUPPORTS. N0. AS REO'D 3" X 0.9 G4 BOLT OR IMBEDDED 23' (MIN.) - IN CEL WALL O 3' (MAX) SPACING. MIN. i' SUPPORT ORIFICE /1 = 056' DIA EL=37_25 RESTRICTOR PLATE TO BE SHARP EDGED SHOP DRILLED e� t -----U.F. EL 10.9 -�--- 401 POLYPROPYLENE SAFELY STEPS AND UDDER X CLEANOLR/SHEAR DATE T2 a SD to �---4-- ei rLOWRBSCTRICTOR SCALE I•_2' HANDLELIFT HANDLE SHALL BE O w/LOCK PIN ATTACHED PER ADIOSTABLE MANUFACTURER'S LOCK HOOK O RECOMMENDATIONS w/LOCK SCREW ALTERNATES ARE ACCEPTABLE PROVIDED MATERNL SPECIFKAPONS ARE MET AND FLANGE BOLT PATTERN MATCHES I e2 CLEANOUTISHEARGATE NOT TO SCALE PLATE K OM TO PRO w/ORIFICE AS SPECIFIED n--- A t- 0 0 LVEL \ Px 1P I I I I prs.dbeattininmgaa I I I PLAN VIGW orxrurllao GdImJ 9'x 1p'xnu wY 1 I MT! mo���oaln I t --J be atm sem L ---j tremae. y.ua ew maaadamau _ r wamea �wux�wx Waw pats — , n.�e. IWoimq Di l6k W.S. tenors or ams we e anC onm Y NTE �-- 4r Nuri naw Godo -,a flow A aYxboloula qp MMmbml tpp-yrawan inflow lbw 2410 SOLID LID "OTC31 DD 2/4" FRAME At 1, All metal pans most be comcISIon reslsont. Steal parts must be galvanized and at LEVEMNG BRICKS asphalt coated(Treatment l or better). ICKS TOP OF PT APB (SEE 2. Provide water stop at all cast -In -pace wrabudlw pints TOP OF PT SLAB (SEE ARCHITECT PUNS Fp4 Preceaal vaulls shall have approved rubber gasket system. ARCHITECT PLANS FOR ELEVATON 3. Vaults <10 wide must use renvable lids. ELIYATOMC) A. Prefabricated vault sections may require structural modifauos °�r III FLOW RESIRICiPR >ooO _ EL -44.3 to support 5'x10' opening ower mein vaul. Altematisey, abees r002-006) 1 ° an be provided Hoa side vestibule as shorn. FLOW RESTMCTOR (SEE DETAIL 1/C42) o o �) 0 ---- B100YR. EL�d:B•- ------ E. All vault areas must be wlmin SIT of an access point. (SEEDEraI.I/c42)oo e. Fa vaults under roadways. thewoo able pawl must be bated coalde the travel lance. DRAIN PER—o°o ---------10YR. Ell M ---------- b` Ntematively, multiple standard bcklrg manhole awe may be prwded. Spacing of marl IN PER ARCHITECT PUNS 41.85(16) wvemshallbel2feet,HIECT PUNSww0HOL0 STEPS OR o - 2YR. ELS, handhdrts need only be provided at the wlN plpeaM inlet pipe, HOLD STEPS OR UDDER (SEE KCRS OwG ooER (SEE KCRS DWG 2-006) oo IE: 410 8- INLET FROM CB/f3 TYPIALDE!FrV7IONVAUL7' o 0 o0 Nor ro scuE IE DDT -3 - _ DEAN STORAGE X25 R-38236 u o IE OUT AB JJ.TB TAB) o$ SS ( ) 6` PERFOPATED —N. 5R 6" PERFORATED WALL OFP1N Z o Y WALL GRAIN 's 4 I CERTIFY THAT THE LOCATIONS AND ELEVATIONS SHOWN ON TILE 4' g AS -BUILT PUNS FOR IPGASA I LO SIGNED BY BRIAN AS BUILT $ALAB ARE BASED ON FIELD LD SURBVEY LOCATIONS AND ELEVATIONS VAULT SBCIIONB-B COMPLETED BY 7 AND C OWDED TO JEW F, BPC IN JULY AND AUCCAST OF 2013 AND PRONGED TO TECO FOR FINAL PIAN SCALE 1'=5' PREPARATION DEPENTIONSUH"TCHART - - - - - - - - - - LIVE STORAGE VOLUME (CF) DEAD STORAGE VOLUME (CF) RELEASE RALE (CFAs) ax -4II I - ------------------------ ------ ---------� AS -BUILT \ Px 1P I I I I prs.dbeattininmgaa I I I PLAN VIGW orxrurllao GdImJ 9'x 1p'xnu wY 1 I MT! mo���oaln I t --J be atm sem L ---j tremae. y.ua ew maaadamau _ r wamea �wux�wx Waw pats — , n.�e. IWoimq Di l6k W.S. tenors or ams we e anC onm Y NTE �-- 4r Nuri naw Godo -,a flow A aYxboloula qp MMmbml tpp-yrawan inflow lbw 2410 SOLID LID "OTC31 DD 2/4" FRAME At 1, All metal pans most be comcISIon reslsont. Steal parts must be galvanized and at LEVEMNG BRICKS asphalt coated(Treatment l or better). ICKS TOP OF PT APB (SEE 2. Provide water stop at all cast -In -pace wrabudlw pints TOP OF PT SLAB (SEE ARCHITECT PUNS Fp4 Preceaal vaulls shall have approved rubber gasket system. ARCHITECT PLANS FOR ELEVATON 3. Vaults <10 wide must use renvable lids. ELIYATOMC) A. Prefabricated vault sections may require structural modifauos °�r III FLOW RESIRICiPR >ooO _ EL -44.3 to support 5'x10' opening ower mein vaul. Altematisey, abees r002-006) 1 ° an be provided Hoa side vestibule as shorn. FLOW RESTMCTOR (SEE DETAIL 1/C42) o o �) 0 ---- B100YR. EL�d:B•- ------ E. All vault areas must be wlmin SIT of an access point. (SEEDEraI.I/c42)oo e. Fa vaults under roadways. thewoo able pawl must be bated coalde the travel lance. DRAIN PER—o°o ---------10YR. Ell M ---------- b` Ntematively, multiple standard bcklrg manhole awe may be prwded. Spacing of marl IN PER ARCHITECT PUNS 41.85(16) wvemshallbel2feet,HIECT PUNSww0HOL0 STEPS OR o - 2YR. ELS, handhdrts need only be provided at the wlN plpeaM inlet pipe, HOLD STEPS OR UDDER (SEE KCRS OwG ooER (SEE KCRS DWG 2-006) oo IE: 410 8- INLET FROM CB/f3 TYPIALDE!FrV7IONVAUL7' o 0 o0 Nor ro scuE IE DDT -3 - _ DEAN STORAGE X25 R-38236 u o IE OUT AB JJ.TB TAB) o$ SS ( ) 6` PERFOPATED —N. 5R 6" PERFORATED WALL OFP1N Z o Y WALL GRAIN 's 4 I CERTIFY THAT THE LOCATIONS AND ELEVATIONS SHOWN ON TILE 4' g AS -BUILT PUNS FOR IPGASA I LO SIGNED BY BRIAN AS BUILT $ALAB ARE BASED ON FIELD LD SURBVEY LOCATIONS AND ELEVATIONS VAULT SBCIIONB-B COMPLETED BY 7 AND C OWDED TO JEW F, BPC IN JULY AND AUCCAST OF 2013 AND PRONGED TO TECO FOR FINAL PIAN SCALE 1'=5' PREPARATION DEPENTIONSUH"TCHART STORM LIVE STORAGE VOLUME (CF) DEAD STORAGE VOLUME (CF) RELEASE RALE (CFAs) EVENT REWIRED DESIGNED AS -BUILT REWIRED DESIGNED AS -BUILT REQUIRED DESIGNED AS -BUILT 2 -YEAR 4,411 4,513 1,515 - 400 100 0.01 0.01 0.02 10 -YEAR 6,912 7,033 7,= - 400 IOD 0.04 004 D04 100 -YEAR 8,529 8,601 $601 - 400 IW 0.06 DOE Q06 nabill rw811�befeleyoudig. U17LUTCONFLICTNOTE. CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PUNS OR NOT BY POTHOLING THE URUnES AND SURVEYING ME HORIZONTAL AND VERTICAL LOGIRON PRIOR TO CONSTRUCTION THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE O 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CRCSSINGS TO PHYSICALLY VERJY WHETHER OR NOT CONNCTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIPEO PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONRICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WIN INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION O AN/j W 1 C) F- KP/� Z 40 _ P/ /�II}OO mam_� ...vex RCB#4 (PUBLIQ (AB). W-1 V' z z SDI SWI.14, 231 (48) III 3A31 (AB) IE 12• CPE(N)a 48 (Al IS 12• CPE(S)-30.48 (AB) RIM 3200 IE28.00 STA a0 57" (AB) W. 3211 pie) IE Iz• )=28.11 (AB) K 12. ORE )=2H.11 (AB) 20 STA: 5/31.1 2l1 (AB) RM 34.11 ) 12• CPE H30.48 (A E 0) K 11' CPE( )1130.48 (AB) SE 1/4, SW 1/4, SEC, OS, T° 23 N°, R.05E°, WM° W W KING COUNTY, Was TON a nsmu�uc)(AB) SM 4+12.39 61 M. M.10 (A0) G S PROTECT ROVER Ill 12• CPE(M)a1.12 (AB) [ 12• CPE(S}.T1. 12 (AB) y G n R/W dAdTO MRAWIM)N Sf�, A G PFO I.Ix (AB)v 1 •..:._ \ AO A 3z -P -p _p _p 8AY Nm om n 13V 12 CPE 0 IM(A8) / PO WER -MM. -LIRE man (AB) /AE11 LBM6(PUBL(L)(AB) // v STA: , (AB) (A8) MIR 3211 M71 () 12. OENP)=28.11 (AB) IV): * 40 _ P/ /�II}OO mam_� ...vex RCB#4 (PUBLIQ (AB). W-1 V' z z SDI SWI.14, 231 (48) III 3A31 (AB) IE 12• CPE(N)a 48 (Al IS 12• CPE(S)-30.48 (AB) RIM 3200 IE28.00 STA a0 57" (AB) W. 3211 pie) IE Iz• )=28.11 (AB) K 12. ORE )=2H.11 (AB) 20 STA: 5/31.1 2l1 (AB) RM 34.11 ) 12• CPE H30.48 (A E 0) K 11' CPE( )1130.48 (AB) SE 1/4, SW 1/4, SEC, OS, T° 23 N°, R.05E°, WM° W W KING COUNTY, Was TON a nsmu�uc)(AB) SM 4+12.39 61 M. M.10 (A0) G S PROTECT ROVER Ill 12• CPE(M)a1.12 (AB) [ 12• CPE(S}.T1. 12 (AB) y G n R/W dAdTO MRAWIM)N Sf�, A G PFO I.Ix (AB)v 1 •..:._ \ AO A 3z -P -p _p _p -P -P (AB) / -MM. -LIRE man (AB) a1 -i .9 IE E• Plc (E)=4164 (A8) IE 8• Plc APPROX CATION OF WATER / LINE CRO INC CONTRACTOR / / / i0 RM LOCATION // AND OEPi. DE /--/ EXISTING GRAOE ALONG DRAINAGE LINE �ieu B.N. A yy �yg R.R. Cp N ®� A11 D IT amP"e' d O EBBW (AB) WA T �T w ON YEN w A 3+Po Re cur - - SS GAZE -P-- zp _p D LB/l ffimlo STYPE 2-48'0 / W/ SOLID LOCKING LID BIA. 84463E5k J IF 514.99 flipr-ICPE SFA SP26. 51 (AB) w 42.55 (AB) 8: 12• PAC (0=32.60 a: 12• PIC' (S)=32.60 APPROX LOCATION OF RATE ONE CROSSING CONTRACTOR TO FIELD VERIFY LOCATION B 9ERm M WAIN 6" OF CLEARANCE BETWEEN BOTTOM OF WATER PIPE AND TOP OF DRAINAGE PIPE (REFER TO NOTE 12) E%45nN0 5'�"1r 1111 BR SSABIdI STA: 4+71.27, 231 RIM: J6.3 IB 6' 0900 N= 30,57 le e" PVC w= 30.17 MM: MID 8 II E 120M SCALE NOR. I IIERT 1 ildf f2• CPE 5-0.8! (AB) / CB91 SCALE: 1" = 20' 20 10 0 20 40 STA 23(PEWL'')L MM-4IBB- RM 4M2 (AB) IFJ99B,, ml a 8. 8• DL(SW)- 41.8] III IL: __.__, _" IE 8• d(E) w 4142 (AB) (CONTRACTOR i0 FIRE VERIFY DEPTH & LOCATION OF MAN WATER MAW IF CONFLICTS ARISE USE CONCRETE INLET PER COR STD.) STA: 3STA: 3+3 RMI IE: 8" PVC N= 3427 IE: 8' PVC S= 34.17 PAVEMENT RESTORATION AS PER THE CITY OF RENTON STANDARD TRENCH RESTORATION AND PAKMENT OVEAIAY STANDARDS WILL BE APPLICABLE TRENCHES TROAD CROSSINGS). A) ME MINIMUM WIDTH OF A TRANSVERSE PATCH (ROAD CROSSING) SHLLL BE SIX AND ONE-HALF FEET (65"). SEE CITY OF RENTON STANDARD PUN DRAWING IHR -23 (SP PAGE: H0.32A). B) ANY AFFECTED LANE WILL BE GROUND DOWN Two INCHES (2) AND PAVED FOR THE ENTIRE WIDTH OF ME LANE. C) THE PATCH SHALL BE A MINIMUM OF ONE FOOT (I) BEYOND THE EXCAVATION AND PATCH LENGTH SHALL BE A MINIMUM OF AN ENTIRE TRAVELED LANE D) IF THE WIELDS OF THE TRENCHING IS WDWN THREE FEET (3) OF ANY ADJACENT LANE ONE. THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVEO E) AN AREA INCLUDING ME TRENCH AND ONE FOOT (i) ON EACH SIOE OF ME TRENCH BUT NOT LESS IRAN SIX AND ONE HALF FEET (65) TOTAL FOR THE ENTIRE WIDTH OF THE AFFECTED TRAVELED LINES WILL BE GROUND DOWN TO A DEPTH OF TWO INCHES (2-), A TWO-INCH (T) OVERLAY OF CLASS B ASPHALT WILL BE APPLIED PER CITY STANDARDS. TRENCHES RUNNING PARALLEL WRH ME STREET A) THE MINIMUM WIDTH OF A LONGITUDINAL PATCH SHALL BE FOUR AND ONE-HALF FEET (4.5). SEE CITY OF RENTON STANDARD PIAN DRAWING (HR -05 (SP PAGE W32), B) IF THE TRENCHING IS WITHIN A SINGLE TRAVEI£D LANE, AN ENTIRE DTH OVERLAY WILL BE REQUIRED. C) IF THE OUTSIDESIDE OFOF THE TRENCHING IS WITHIN THREE FEET (3) OF ANMD LAND A LANE LINE THE ENTIRE ADJACENT INCHING IS AFFECTED WILL BE OVERCOOL O) IF THE TRENCHING IS GREATER THAN OR BLOCK ETO JOR OF LTE PER BLOCK (660 FOOT MAKIMUM LENGTH), OR IF ME TOTAL PATCHES EXCEEDD 12 12 PER BLOCK, MEN THE LANES AFFECTED WILL BE O WITHIN MINIMUM OVERLAY SHALL INCLUDE ALL PATCHES MTHIN THE BLOCK SECRW, E) THE ENTIRE TRAVELED LANE WIDTH FOR THE LENGTH OF THE TRENCH AND AN ADDITIONAL BEN FEE! (10) AT EACH ENO OF THE TWILL BE GROUND DOWNN TO A DEPTH OF TWO INCHESES (2 (2) A Mb -INCH (2) OVERLAY OF CLASS B WALL BE APPLIED PER COY STANWRDS NOTES.• 1. ALL PROPOSED CATCH BASINS ARE TYRE i MH GRATED LOOKING UD UNLESS OTHERWISE SPECIFIED PER COR SID 200.00 AND INSTALLED PER COR STO 20200 2. ETHOFGAM PAD WILL BE PRWIOED IF VERTICAL SEPARATION BETWEEN allN PIPES AT CROSSINGS IS LESS THAN 12 INCHES. Aft, 4:0.60_. _.._. _. W.'I582(AB) RE, 96d, ,210 a 9• D"- 41.87 (Al 1C-3.9#-ftA- K 8' OW 4141 (AB) O (CONTRACTOR TO )ELD VERIFY DEPTH & LOCADO I OF MAIN WATER MAW IFC FIJCTS ARISE USE CONCRETE IN ET PER COR , Knawwhaisb0low. Gall bokm you dlp. VM PCOM lLTNOTE. CAUMAII n THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERFNNG ME LOCATION, DIMENSION, AND DEPTH OF ® ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PVNS OR NOT BY POMOUNG ME UV IES AND Cex2(voBUC) SURI THE PRIOR TO CONSTRUCTION HORIZONTAL THIS AND MEN L SHALLNON Lai -TXPE 2-480 INCLUDE GALLING UPI LOCATE 0 1-800-424-5555 a Al SOLID LOCKING LID POTHOLING ALL OF THE EXISTING UTILITIES AT 'S E p + •vee. 4A LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY h 4tMk-Md WI WHETHER OR NOT CONI EXIST LOCATIONS IS p OF S40 VVLMES AS SHOWN ON MESE PLANS ARE BASED UPON THE UNVERIFlED PUBLIC INFORMATION AND ARE SUBJECT TO VARNTION 6 CONI SHOULD 5!A' 3428. 51 (AD) OCCUR. ME CONTRACTOR SHALL CONSULT WITH INSIGHT RIM: 3+211 5 ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION E 12• RC �.T1.60 (A8) IF 12• M (5)llJZW (AB) R-382037 AJI BUILT I CERTIFY THAT THE LOCATIONS AND ELEVATIONS SHOWN W THE AS -BUILT PIANS FOR LWACYREGM SIGNED BY BRIM BAIAB ARE BASED ON FIELD SURVEY LOCATIONS AND ELEVATGNS COMPLETED BY PACBBCCOASTSEII DNC IN JULY AND AUGUST OF 2017 AND PROVIDED TO TECO FOR FINAL PLAN PREPARATION. _ RAI mlo•^�2 STA 21 BOA (AB) / -MM. -LIRE man (AB) a1 -i .9 IE E• Plc (E)=4164 (A8) IE 8• Plc APPROX CATION OF WATER / LINE CRO INC CONTRACTOR / / / i0 RM LOCATION // AND OEPi. DE /--/ MAINTAIN 6 OF CLEARANCE / BETWEEN BOTTOM OF WATER / PIPE AND OR W DRAINAGE / / PIPE (REF R i0 NOTE /2) 'te/ B)L Isis / &1#3 26, 61 IgOPi STA: 1+0.12, RIM: 49. 5 IE 8" P C S.= 34.0 / Pit; 42 / / 281E 121 d 0 S.BSi (AB) / STA: 3STA: 3+3 RMI IE: 8" PVC N= 3427 IE: 8' PVC S= 34.17 PAVEMENT RESTORATION AS PER THE CITY OF RENTON STANDARD TRENCH RESTORATION AND PAKMENT OVEAIAY STANDARDS WILL BE APPLICABLE TRENCHES TROAD CROSSINGS). A) ME MINIMUM WIDTH OF A TRANSVERSE PATCH (ROAD CROSSING) SHLLL BE SIX AND ONE-HALF FEET (65"). SEE CITY OF RENTON STANDARD PUN DRAWING IHR -23 (SP PAGE: H0.32A). B) ANY AFFECTED LANE WILL BE GROUND DOWN Two INCHES (2) AND PAVED FOR THE ENTIRE WIDTH OF ME LANE. C) THE PATCH SHALL BE A MINIMUM OF ONE FOOT (I) BEYOND THE EXCAVATION AND PATCH LENGTH SHALL BE A MINIMUM OF AN ENTIRE TRAVELED LANE D) IF THE WIELDS OF THE TRENCHING IS WDWN THREE FEET (3) OF ANY ADJACENT LANE ONE. THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVEO E) AN AREA INCLUDING ME TRENCH AND ONE FOOT (i) ON EACH SIOE OF ME TRENCH BUT NOT LESS IRAN SIX AND ONE HALF FEET (65) TOTAL FOR THE ENTIRE WIDTH OF THE AFFECTED TRAVELED LINES WILL BE GROUND DOWN TO A DEPTH OF TWO INCHES (2-), A TWO-INCH (T) OVERLAY OF CLASS B ASPHALT WILL BE APPLIED PER CITY STANDARDS. TRENCHES RUNNING PARALLEL WRH ME STREET A) THE MINIMUM WIDTH OF A LONGITUDINAL PATCH SHALL BE FOUR AND ONE-HALF FEET (4.5). SEE CITY OF RENTON STANDARD PIAN DRAWING (HR -05 (SP PAGE W32), B) IF THE TRENCHING IS WITHIN A SINGLE TRAVEI£D LANE, AN ENTIRE DTH OVERLAY WILL BE REQUIRED. C) IF THE OUTSIDESIDE OFOF THE TRENCHING IS WITHIN THREE FEET (3) OF ANMD LAND A LANE LINE THE ENTIRE ADJACENT INCHING IS AFFECTED WILL BE OVERCOOL O) IF THE TRENCHING IS GREATER THAN OR BLOCK ETO JOR OF LTE PER BLOCK (660 FOOT MAKIMUM LENGTH), OR IF ME TOTAL PATCHES EXCEEDD 12 12 PER BLOCK, MEN THE LANES AFFECTED WILL BE O WITHIN MINIMUM OVERLAY SHALL INCLUDE ALL PATCHES MTHIN THE BLOCK SECRW, E) THE ENTIRE TRAVELED LANE WIDTH FOR THE LENGTH OF THE TRENCH AND AN ADDITIONAL BEN FEE! (10) AT EACH ENO OF THE TWILL BE GROUND DOWNN TO A DEPTH OF TWO INCHESES (2 (2) A Mb -INCH (2) OVERLAY OF CLASS B WALL BE APPLIED PER COY STANWRDS NOTES.• 1. ALL PROPOSED CATCH BASINS ARE TYRE i MH GRATED LOOKING UD UNLESS OTHERWISE SPECIFIED PER COR SID 200.00 AND INSTALLED PER COR STO 20200 2. ETHOFGAM PAD WILL BE PRWIOED IF VERTICAL SEPARATION BETWEEN allN PIPES AT CROSSINGS IS LESS THAN 12 INCHES. Aft, 4:0.60_. _.._. _. W.'I582(AB) RE, 96d, ,210 a 9• D"- 41.87 (Al 1C-3.9#-ftA- K 8' OW 4141 (AB) O (CONTRACTOR TO )ELD VERIFY DEPTH & LOCADO I OF MAIN WATER MAW IFC FIJCTS ARISE USE CONCRETE IN ET PER COR , Knawwhaisb0low. Gall bokm you dlp. VM PCOM lLTNOTE. CAUMAII n THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERFNNG ME LOCATION, DIMENSION, AND DEPTH OF ® ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PVNS OR NOT BY POMOUNG ME UV IES AND Cex2(voBUC) SURI THE PRIOR TO CONSTRUCTION HORIZONTAL THIS AND MEN L SHALLNON Lai -TXPE 2-480 INCLUDE GALLING UPI LOCATE 0 1-800-424-5555 a Al SOLID LOCKING LID POTHOLING ALL OF THE EXISTING UTILITIES AT 'S E p + •vee. 4A LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY h 4tMk-Md WI WHETHER OR NOT CONI EXIST LOCATIONS IS p OF S40 VVLMES AS SHOWN ON MESE PLANS ARE BASED UPON THE UNVERIFlED PUBLIC INFORMATION AND ARE SUBJECT TO VARNTION 6 CONI SHOULD 5!A' 3428. 51 (AD) OCCUR. ME CONTRACTOR SHALL CONSULT WITH INSIGHT RIM: 3+211 5 ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION E 12• RC �.T1.60 (A8) IF 12• M (5)llJZW (AB) R-382037 AJI BUILT I CERTIFY THAT THE LOCATIONS AND ELEVATIONS SHOWN W THE AS -BUILT PIANS FOR LWACYREGM SIGNED BY BRIM BAIAB ARE BASED ON FIELD SURVEY LOCATIONS AND ELEVATGNS COMPLETED BY PACBBCCOASTSEII DNC IN JULY AND AUGUST OF 2017 AND PROVIDED TO TECO FOR FINAL PLAN PREPARATION. O N 00 cy) 0 I r) Lu $$ _ lip P SS W � s_ D k° w '} MIT CB# GALE 112 - � o (P4B Aj p — P — TYPE 2-48.0 D ENO CURB. GUTTER - W1 SOLID LOCKING UD/ & SIDEWALK STA3+12.10 �T : I&,..a... _.. '-r3 ) ASPHALT /N RAMP ....- . - .. 1 RAMP RIM 42.66 (AB) 8-: 32.60, 121/° CPE(E) (AS) IE 32.60, 12.0, CPE(S) (AS) m CURBING AT CATCH OA59 PER COR STD 101.1 ------ �o - Amo aNRR nn �n O ala C� p P I � 3� i3=�- iO 2 x57) SE 1/4, SW 1/4, SEC, 05, T. 23 Ne, Re05Ea, W.M. KING COUNTY, WASHINGTON — HA I _ 1; 1 ,, E,z m + E `_`� �. ^VAI NOS n yLO Ym 2 �O ym �m Y X II �`SmY CURB C(R m D Is v� S9 a a9 AA: 2+59.28 A, ,u a O O 41 8 I o w as OT a CURB CUT 11 W r - m 3 z c STA: 2+84.83 ar 2m WAT T W W I AM Ymela s r: P t-- P � P {-=l..T kill ft ft LAKEW&HINGTONBLVD. N. PLAN DRAFWAY ENTRANCE PER OR Sia 1044 o i n � 3{; OPT, C 30' U. R.O.W. 224 17' W DEEOICAIOCAT ION B a 4r PETER TO SID DETAIL H032 6` ACP CLASS 'E' OF 18' FOR ALL PAVEMENT RESTONTION ALONG LIKE WASHINGTONG BLVD N. 6' CRUSHED SURFACING TOP COL SURCUT V FROM E/P — SUBGRAGE SLOPE 0.02 FT/FT. WEASIDNGMN& VD• N. (ZM0N&X) V 5.� NOT TO SCI B CONCRETE PER COR STD 101 MATCH EXISTING GRADE ASPHALTRAwDETAiL (TYP°) NOT TO $GALE GAVRD PAIL a � W w\� ,— q B 58. 52 0+00 00 R=1514.70• 0, ll' G Q — T T T t8 P P P F j �q�H Q T I �s�s{f uy :-- mVrVm FbW �e� z EE Jo �." G�mNVtl QIF`"`v"Ai rtEEmmwrn own JOIN m•l Draw, a auwEolxelo�m- Iu�I w. 'E � oErm Twa E� memIOL ALLCM IMG xn� =o n RIP -RAP WALE e MORRIS 7rre lo �I• � -(�E aroTmcwYnwgonpa IIaO�EV"ER UWRL / Ex MAILBOX TO REMAW OP prwxorm 2.r SOMMU; AOJACEWTOCURS ix p[Ewxrw¢➢ OR BE RESTORED m w a oo m 9 4901) OPATEeaED LYJNOUBIIO / �TAI� MS BXFEj I ` am aroaEaR NCEwM1E Ie� i RaIDro mFIT ADJACENT D CENT. OC 9M - FIT COMMUCTIR,keI -.. CONNECTTOEXSIDENALKW„' uI IJI Cor ( TYPE C2B-ISOMETRIC NEW SIA 1+52,72 IN � �l p' pl (COMMEIiCIN, WITH BUFFER) Aell o _ SMMI M Intl AOJACENTTOCURBANDRAILINGCR WALL GAVRD PAIL a � W w\� ,— q B 58. 52 0+00 00 R=1514.70• 0, ll' G Q — T T T t8 P P P F j �q�H Q T I �s�s{f uy :-- mVrVm FbW �e� z EE Jo �." G�mNVtl QIF`"`v"Ai r v For NOTES see STD PLAN 104.2. Paved surfaces must Comply wall SM PLAN 102.1 as applicants CONT X"T FWTI eNEWMXImno FMWIII �a ° 4 a'r•' 9a' JREMA oin i•. v ENPANSION xSuT © CONTRACTION JOINT �® PUBLIC WORKS CEMENT CONCRETE �• PLAN - 108 +,+ DEPARTMENT SIDEWALK PPRO 'ED' a�C8hffiNf CONCRETE SIDEWALK rvor ro saLE SCALE: 1" = 20' 20 10 0 20 40 I CERTIFY THAT THE LOCATIONS AND ELLVARONS SHOWN ON THE AS -BUILT PAWS FOR LWACYR®V'ION SIGNED By BRIAN SAW ARE BASED ON FIELD SURVEY LOCATIONS AND ELEVATIONS COMPLETED BY PACIFH.'COASTSURVRYS.INC. IN JULY AND AUGUST OF 2017 AND PROVIDED TO LEGO FOR FINAL PLAN PREPARATION. POURED CONCRETE T WATER PROOF BARRED PO SLAB 4 POUR�CURB NOT TO SCALE NOTES 1. Wren a dideweyvAdN exceeds 15 feel, mnatrucl a Ml dapnl apanslm (alert wed 381' f Dent Rller a" Its ddvwny kre Imes fusee sk. plan 102). Construct worms Joints pwlkl wnh Ne MJWltneaa uiwmig m M=WaciTgwtlmwtvmvay wkW exweI3V. 2 See W. plan IN for skexelk details. 3. GO&eM Buller ahown. abir Corb MaIgns trey lY epetlAM. See son. plan 101 Mcurb deMlls. 4. Not used. 5. The endnaer wen design all driveways No Include Nevatlons w all a bpm upHlll sM�O rel°%'. Allabg0ane ¢eNNe heckM e. Not used. T. For Ddvcway WdUs we DRIVEWAY STANDARDS (See NOTE 10). The expaAm l)olMe (see and. plan 102) Shell W ( pacN as shown In Ne mnep rchn NonreVk Wes. 0. Slosae shay comp"th WI 8303.21¢ R30.9.2.2 or R3033.30 Me Review DM Guitlstim for Aaw 31ePubtic Riypbof-WRY ofNovembc 23. DOM (FRCWAO). s. Curt: mWma Nor wry Ty" C -MN( Ormeway may he apPo+d an r1 a�e«aY co ��rim®-wmielar oFerreE IMF • • ,A Ma. MM •v OF pmREeaEo MOxaulx`c uxa a ovrTm oETu a cose4A'Caea Ease I A e•%.'R o au¢A¢ 10. STREET STANDARDS= Renton Municipal Code(RMC) Ttle IV OewNPomellrflquNtlem <NAPRR65TR[ETAxOUTIIJTYSTJVIDMO$ -� sadPn ac41w31nEErnaxDARDa DEPRESSED CURB DETAIL ATREgeFMY M�ONY£WAYAFNaaL1EY8 DRNEWAY STANDARDS • RmtPn MUNtlWI Code NRMC) mmely DewNPPmem RgaMuma DrivewayExempla: TYPE CIB CHAPTER 4 RN>saYaN damnlae — CIrY-WIDE PROpERTV DEVELOPMENT STANOPADS Naryylyy, Section 4-44180 PARKING, LOADING AND DRNEWAY (µIPALarw Ca .ep REGULATIONS BNRAerPWtlgsaw. OItrW Blear PUBLIC WORKS CEMENT CONCRETE DRIVEWAY 30' PLAN - LOU DEPARTMENT ENTRANCES - NOTES AND DETAILS CEAIENT LbNCRETEDRIVEWAYENTRANC&TYPBRIB NOT • Know what's bBIOW. C811 before you dg. CAUTION° - ME CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING URUPPS WHETHER SHOWN ON THESE PIANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING RIE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UROTY LOCATE AS 1 -HOD -424-5555 POI ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PW4S ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VAHAVON IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT MM INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION R-382038 AS -BUILT rtEEmmwrn own JOIN m•l Draw, a auwEolxelo�m- Iu�I w. 'E oErm Twa E� memIOL ALLCM IMG xn� =o n e MORRIS 7rre lo WITH RAISED EDGE aroTmcwYnwgonpa eIk UWRL o w,FIRYIR.E'aR RmoL� OP prwxorm 2.r SOMMU; AOJACEWTOCURS ix p[Ewxrw¢➢ auR.ro.lxl.l�ornlxalcn�.- ` am aroaEaR Fxa.OR WN.aRMRW RaIDro .. ADJACENT D CENT. OC 9M COMMUCTIR,keI IQ_aMRII IMm I Cor ( Fall YMrwCwoFa xteoY pl Aell o SMMI M Intl AOJACENTTOCURBANDRAILINGCR WALL WMRMSSpwxR0 BUFFERSTAP neEWMTPRtn IYa Iq SOEWALKAOJACERTOWALLDETNL WWpR P�'1Nawmamneu- y I ns- Mm— eJ'A'S IYR. EI re l�aeMa W `114 AOREWOBUFFE0.MP f SMORcarw x d yorEPouartR RAISED ECCE OETYL f4 (• v.n:rollcwYRu.EOEmE r v For NOTES see STD PLAN 104.2. Paved surfaces must Comply wall SM PLAN 102.1 as applicants CONT X"T FWTI eNEWMXImno FMWIII �a ° 4 a'r•' 9a' JREMA oin i•. v ENPANSION xSuT © CONTRACTION JOINT �® PUBLIC WORKS CEMENT CONCRETE �• PLAN - 108 +,+ DEPARTMENT SIDEWALK PPRO 'ED' a�C8hffiNf CONCRETE SIDEWALK rvor ro saLE SCALE: 1" = 20' 20 10 0 20 40 I CERTIFY THAT THE LOCATIONS AND ELLVARONS SHOWN ON THE AS -BUILT PAWS FOR LWACYR®V'ION SIGNED By BRIAN SAW ARE BASED ON FIELD SURVEY LOCATIONS AND ELEVATIONS COMPLETED BY PACIFH.'COASTSURVRYS.INC. IN JULY AND AUGUST OF 2017 AND PROVIDED TO LEGO FOR FINAL PLAN PREPARATION. POURED CONCRETE T WATER PROOF BARRED PO SLAB 4 POUR�CURB NOT TO SCALE NOTES 1. Wren a dideweyvAdN exceeds 15 feel, mnatrucl a Ml dapnl apanslm (alert wed 381' f Dent Rller a" Its ddvwny kre Imes fusee sk. plan 102). Construct worms Joints pwlkl wnh Ne MJWltneaa uiwmig m M=WaciTgwtlmwtvmvay wkW exweI3V. 2 See W. plan IN for skexelk details. 3. GO&eM Buller ahown. abir Corb MaIgns trey lY epetlAM. See son. plan 101 Mcurb deMlls. 4. Not used. 5. The endnaer wen design all driveways No Include Nevatlons w all a bpm upHlll sM�O rel°%'. Allabg0ane ¢eNNe heckM e. Not used. T. For Ddvcway WdUs we DRIVEWAY STANDARDS (See NOTE 10). The expaAm l)olMe (see and. plan 102) Shell W ( pacN as shown In Ne mnep rchn NonreVk Wes. 0. Slosae shay comp"th WI 8303.21¢ R30.9.2.2 or R3033.30 Me Review DM Guitlstim for Aaw 31ePubtic Riypbof-WRY ofNovembc 23. DOM (FRCWAO). s. Curt: mWma Nor wry Ty" C -MN( Ormeway may he apPo+d an r1 a�e«aY co ��rim®-wmielar oFerreE IMF • • ,A Ma. MM •v OF pmREeaEo MOxaulx`c uxa a ovrTm oETu a cose4A'Caea Ease I A e•%.'R o au¢A¢ 10. STREET STANDARDS= Renton Municipal Code(RMC) Ttle IV OewNPomellrflquNtlem <NAPRR65TR[ETAxOUTIIJTYSTJVIDMO$ -� sadPn ac41w31nEErnaxDARDa DEPRESSED CURB DETAIL ATREgeFMY M�ONY£WAYAFNaaL1EY8 DRNEWAY STANDARDS • RmtPn MUNtlWI Code NRMC) mmely DewNPPmem RgaMuma DrivewayExempla: TYPE CIB CHAPTER 4 RN>saYaN damnlae — CIrY-WIDE PROpERTV DEVELOPMENT STANOPADS Naryylyy, Section 4-44180 PARKING, LOADING AND DRNEWAY (µIPALarw Ca .ep REGULATIONS BNRAerPWtlgsaw. OItrW Blear PUBLIC WORKS CEMENT CONCRETE DRIVEWAY 30' PLAN - LOU DEPARTMENT ENTRANCES - NOTES AND DETAILS CEAIENT LbNCRETEDRIVEWAYENTRANC&TYPBRIB NOT • Know what's bBIOW. C811 before you dg. CAUTION° - ME CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING URUPPS WHETHER SHOWN ON THESE PIANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING RIE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UROTY LOCATE AS 1 -HOD -424-5555 POI ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PW4S ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VAHAVON IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT MM INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION R-382038 AS -BUILT O N 00AYA� C") 1/2"x4" EXPANSION MATERIAL 1 1/4"R AT JOIN MET SCORE LINES TO BE RADIAL — Ual TO CURB AND GUTTER + 1/2'X4' EXPANSION MAID 1/4"R AT JOINTS "W"—WIOW OF SIDEWALK 1/2 X5" EXPANSION 1/4/FT SLOPE ON yRIAL CURB RETURN 1/2"R 1/4"/FT SLOPE R 4STANOA7 EMENT A$ PER PLANSCEM. LONC. CURB AND GUTTER SECTION A—A SEE SHEET 2 51 FOR ROADWAY DEVELOPMENT STANDARDS YR PAVEMENT AS PER ala:°. PARNWAY� STANBARp CEIA. CONS CURB AND CUTLER SECTION B—B PUTS DUMMY F®rms CHAT BE PRcseo Nm m s C/C NCR LESS LEAN 10 DEC. FR T NOT Ed LESS THAN rE BE F r/BEWW CONCRETE POINTWHO AH"T SHALL MER�VPx 5' EXPANSION MATERIAL AHm BE PEA= SEEM P.C'S BE PI'S AT ALL Cuda RETURNS WE BINARY IS To BE PLACED Abor THE GAS AND AFTER, WE LEFT WALL BE A COW 2'Sa' Lv WE EXERCISE MIX FOR SloEwueS WALL CONMM TO THE wwmEMEN1s OF CUSS E p/C) Ant AIR ENTRARNMETY WE SOCIETE CHAT NAT[ A BRUCE FRED ew ADD FEES LAYERS A 2 1/2" TOOLED FINISH ASMAEE COMPACTION SHALL BE AND ANATIA PROCTER). COR SIO DEC FOOT NTS /4 &RS 0 BE CMI WO FACE Mie 1"41N CHEF 2 CCP M �iA�p N IYJ: 1, PROPRIETARY GTCH EPSON HANDHOLDS AND &RPS ARE ACCEPTABLE, PRODDED THAT THEY CONFORM TO SEC R, 20" ASTM C478, AASHTO M-199 AND MEET ALL WISHA n REQUIREMENTS. 1 CATCH BASIN STEP/HANDHOLD LEGS SHALL BE PARALLEL OR APPROXIMATELY RADIAL AT THE OPTION OF THE ME si A, ARE RED SO WWUFACTURER, EXCEPT THAT ALL STEPS IN ANY CATCH BASIN SHALL BE SIMILAR PENETRATION OF OUTER WALL BY A LEG IS PROHIBITED. J. HANDHOLDS AND STOPS SHALL MIE TROP" RUNGS AS }5 BASS 0 6" CENNRS SHOWN ON DETER OR PROTUBERANCES TO FREVENT SORON FACE MTM SIOEDAYS SLIP. 1"IMM CO R 4, SUB OPENING MAY BE 24" S 20R OR 24N DAM. 2 aR S Ron yTPc 5. AS AN ACCEPTABLE ALTERMAI TO REEAR. WELDED WIRE W FAR FABRIC MAY BE A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL LOMMY i0 ASTM A49J i2" NAS. Iz" AKK 6 BATTERS OR STEPS SHALL EXTEND TO WITHIN 16" OF �J Ir II(I}—��— I}II BOTTOM OF CATCH BASIN F7 , nr ry—ry n '°I ll IJ J TENONS BATTERS SHALL BE BY BOLTING FASTENED AT LLIL I��J Il Il LL TOP BY HANOIE H STEP OR BY SWEETENED OR BOTTOM LING tbBgl�P Tru WIN ME, IN EASE, OTE. EACH SHALL BE EMBEDDED AT BOTTOM IN 22-I�SIE@ 'ALL, C A RINWS'/8 ruv DEED D RERAR 8, ADDITIONAL S4FETY FEATURES MAY BE REQUIRED IN VERY ae coroLNUR PRGWLONS 1Y No DEEP OR UNUSUAL STRUCTURES. Iz' Arlt = � jL I��T❑III Ry/4 n EILwI HIN 0.ftW Rt CATCH � STEP DWG. NAME TYPICAL SIDEWALK CHEST OP ADOPTED R WN LOPE DATE DA/w F007 SP PAGE: F007 — FACE OF CURB L TOPOF 'I \ IY R./ ROADWAY Z, EEIF CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACEOFADJACEWCURB fi 12� �r FLUSH WITH WTTER PANATSIDEWALK RAMP ENTRANCE 1 12 24 TOPO tIY R. ROAONAV t1f DEPRESSED CURB SECTION AT SIDEWALKR PS SE 1/4, SW 1/4, SEC, OS, T° 23 MIT R.05 E°, W.M. KING COUNTY. WASHINGTON B' CEMENTCONCRETE TR. ME9 _ FROM SIDEWKI(MMP O0.UNOING a-TO0 MR YRALL p.l (6 MY, L ° UEFOMIq YB'PREMOLCEO ^g r L L7 JOINT MTM &PECPBOSAI tY I-AARSORGEN Cn 1"WM COhR A AT IF FILLER CEMENT CONCRETE PEDESTRIAN CURB T GIDE W ALH MMPs AND UNMNGS i FACE OF AOJACEMOVRB SEE DEPRESSED CURB DETAIL THIS SHEET IN TERM JOE AT / RMD'rYAY DEPRESSED CURB SECTION AT RESIOENML giNEWAYS ONLY. FOR COMMERCLAL DRIVEWAYS SEE STD PLAN IM,2 DEPRESSED CURB DETAIL AT RESIOEMNL OR COMMERCWL DRIVEWAYS, AI --S FACE OF CURB Ffit_2_ 1' 12'R.LF I j "R TW U ROADWAY 1 BIM' CEMENT CONCRETE TRAFFIC CURB GENERALNOMS: I. See stv ani plane 102 add loll In curb evpanmr, and w ra[ pm sp N. 2. NFU ]. Fn 0e0reeveE MomIIW[Gdvewey CurbSGWerSxtlod, vee GdMeN Flan lD43 PUBLIC WORKS I CEMENT CONCRETE CURBS DEPARTMENT 2 MMVT CONO M CMS COR STD DR 101 NTS RECTJINOOLAR AWUSTAEN! SECTION VISA "to as MDK SEPARATE WEE MIDEAST PRECAST BASE SECTION PIPE ALLOWANCES MR YRALL Ml u (6 MY, BE UEFOMIq /6 Blas P I' [ENIDS ^g r L L7 RERW MTM &PECPBOSAI tY I-AARSORGEN Cn 1"WM COhR wr JL' aGwi2cE AT IF IS S_ IS 17 MLV W. 1I PAG' hYF rmtF l) Gal ,�TM I I�J ITT low— TO TV OT I TO go.»Be6 �CATCHBASINDBTAIIS ED ]/ ]JNis KCRS 2-008 2 MMVT CONO M CMS COR STD DR 101 NTS RECTJINOOLAR AWUSTAEN! SECTION VISA "to as MDK SEPARATE WEE MIDEAST PRECAST BASE SECTION PIPE ALLOWANCES MR YRALL Ml u REINF�CEDOR IT PLAIN C CRETE IS ALL AL IPE its &PECPBOSAI tY (BN TV AT IF IS lSrOsiE�ne�m.lx(p) STS, PROFIIC WALL WC ED (Nm.SPEC.e .Iw2)) said st SEWER PFEEIHYLEFE NOTES 1. As acceptable aXernathes to the Tabor shown In to PRECAST BASE SECTION, fibers (placed acmNing ro the Standard Sp tbns), or Ake mesh THAI a minimum area of 0.12 square Inches per Fort shat M used Mh Ne minimum mquF PONT shown In Ne ALTEMATNE PRECAST BASE SECTION. NLe mash ANSI M W pBI In the knaMu4. 2. The kmcOut diameter sial net M greater Wan 20'. Kn uh snail neve a wel thickness of BE minimum to 2s mWdmpm. Provide a 1.5- minimum .s minimum gap We en the kr WW wall and the outside of Ne pipe. AM the *a US ireWI d, W Ve gap with Iain rrodar In ao'nNence "h Standard Spa tbn EELRI 3. Theme um depth" in tll6 finished grade to Ne Ew tplpe lnved ON be 5'. 4. The fame add grate most be lnatNled w to lanae down. 5. The Precast Base Ga may have a muntled Ms, and Me wale may be sbped at a rate M 124 or steeper, 6. The opening shall be measured at the by of the praasi base section. T. AS pk ED holds shall M gmu NOR aftert bash has been Placed. B, a grade rings and cenMgs shell be sob modarin accordance win Standard Sped um AHOLI ALTERNATIVE PRECAST BASE SECTION PUBLIC WORKS CATCH BASIN TYPE 1 DEPARTMENT E= Au mtm) FCATCH NA81M DIMENSIONS K��m Laos WE e IS Say ED No 0.15 SHO 4 ED TV AT IF lie 0.19 STS, IF ED HE a. said ITT FREE TO TV OT I TO am ED w BE I TO My I TO IN EST NOTES r. No Reps are ralulred won height Is W orless. 2, The bottom of the pmsl Pbkh basin may, be moped b 18dP deeming. 3.The redangular tame and grant must be it 1p u1n Me longe down. The home may ba Fan Into to adjr t¢eclM. A Knockouts shat have a wall 0bkness of Y minimum to 25' mm]mum. Proven a 1.5' minimum gap between the knockout wall antl Me outside of Me pipe. Ater IM pli a Is Insik , IS Me gap with blot morinr In accordance Both SIaMeM GRnificalitn SEND, So All grads di risers, and castings shall be ei In mahar In aocndanm wit ImnOnwa PoPardwresm,msw%relsm.sra.wsam Standard Spedfi nARMED. tau. gs aasJAD) 6 CATCHBASINTYP&2 ani. STD DEL XLOO PUTS, SID. PIAN — 200.00 MARCH 2000 COR STD OR 20000 NI Know what's below. Call before you dig. UTIV7TCONFLICTNOTA: CWHON.- WE GROUTED TO RJR 00� )SEARS OF To BASE SECPMN 1. THE COVER OR GRATING OF A CATCH BASINSHAUNOT HE GROUTED TO FINAL G"DE UNTILIFTE FINAL E�VATIM 01, THE PAREMENT. GUTTER DITCH, OR SIDEWALK IN WHICH 17 IS TO BE PLACED HAS BEEN ESTABLISHRIELANDUNINT PERMOSSION THEREAFTER ISCAKEN BY It IS ENGINEER TO GROUT IN PLACE IN ACCORDANCE � �A STANDARD SPECIFICATION 7 05 3 2L SHIMS IT ALL TIM BE USED TENET FRAME TO GRADE. ME USE OF SHISAS IS PROHIBITED 3, A CONTINUOUS LAYER OF MaTIRTAR THAT BE PLACED [IRRIGATED ADJUSTMENT RINGS AND BRICKS PRIOR TO P�EMEM. 4THE USE OF BRICKS IS PERMITTED WHERE THE BROCKS; ARE ST�E�D TO CREATE A RUNNING FACRED Oft X WIND 5. ADJUSTMENT SECTION SMALL BE GROUTED WATERTIGHT TO THE M�� AREA OF THE ADJUSTMENT AUCTION WITH NOWHRINK GREAT I 6 GROUTING BETWEEN ADJUST MENT SECTION SHOLL BE WATERTIGHT 7. GROUT IS TO AM NON SHRINK TYPE (BELIEF MEETING THE RJECORMHOEMENTROF ABOTIM 157 PER APEPSA S7ANDMD SPECIFICATIONS CAR FOR MAXIMUM FEATURES DRY SHRINKAGE THE MINIMUM COMPRESCOVE STRIENGTH SHALL BE 4 Owl FBI AT 7 MY MR AMA STANDARD I PICK ILIFFING HOLES ARE TO BE GROUMD WATERTIGHT. i PUBLIC WORKS DEPARTMENT r4\ CA 7M BASIN INSTALLATION OR SID DR 202.00 Ni ASBUILT R-382039 N HE w So All grads di risers, and castings shall be ei In mahar In aocndanm wit ImnOnwa PoPardwresm,msw%relsm.sra.wsam Standard Spedfi nARMED. tau. gs aasJAD) 6 CATCHBASINTYP&2 ani. STD DEL XLOO PUTS, SID. PIAN — 200.00 MARCH 2000 COR STD OR 20000 NI Know what's below. Call before you dig. UTIV7TCONFLICTNOTA: CWHON.- WE GROUTED TO RJR 00� )SEARS OF To BASE SECPMN 1. THE COVER OR GRATING OF A CATCH BASINSHAUNOT HE GROUTED TO FINAL G"DE UNTILIFTE FINAL E�VATIM 01, THE PAREMENT. GUTTER DITCH, OR SIDEWALK IN WHICH 17 IS TO BE PLACED HAS BEEN ESTABLISHRIELANDUNINT PERMOSSION THEREAFTER ISCAKEN BY It IS ENGINEER TO GROUT IN PLACE IN ACCORDANCE � �A STANDARD SPECIFICATION 7 05 3 2L SHIMS IT ALL TIM BE USED TENET FRAME TO GRADE. ME USE OF SHISAS IS PROHIBITED 3, A CONTINUOUS LAYER OF MaTIRTAR THAT BE PLACED [IRRIGATED ADJUSTMENT RINGS AND BRICKS PRIOR TO P�EMEM. 4THE USE OF BRICKS IS PERMITTED WHERE THE BROCKS; ARE ST�E�D TO CREATE A RUNNING FACRED Oft X WIND 5. ADJUSTMENT SECTION SMALL BE GROUTED WATERTIGHT TO THE M�� AREA OF THE ADJUSTMENT AUCTION WITH NOWHRINK GREAT I 6 GROUTING BETWEEN ADJUST MENT SECTION SHOLL BE WATERTIGHT 7. GROUT IS TO AM NON SHRINK TYPE (BELIEF MEETING THE RJECORMHOEMENTROF ABOTIM 157 PER APEPSA S7ANDMD SPECIFICATIONS CAR FOR MAXIMUM FEATURES DRY SHRINKAGE THE MINIMUM COMPRESCOVE STRIENGTH SHALL BE 4 Owl FBI AT 7 MY MR AMA STANDARD I PICK ILIFFING HOLES ARE TO BE GROUMD WATERTIGHT. i PUBLIC WORKS DEPARTMENT r4\ CA 7M BASIN INSTALLATION OR SID DR 202.00 Ni ASBUILT R-382039 C) N 00 0 r) Lu C) N 00 rNY rr C) N 00 \ ) ^I 1 ` CV '111 IE 15" LPEP=39.55 rw 5 5� CB - ,]9E 2 - 48 HI RIMIG AI 6" PVC NW LE. 51.]6 6" PVC SW LE. 5184 J, 6" PVC ME LE=5189 6" PVC I � RRt IF Sm PVC S-45+� LE. 8" PVC s.g45.55'S -TSC IS za GroNc=30.04 � 28,3 RMk E H• EH SSMH 54" - SS13 BURBLY RIM - LE 8" RIC N=44.6 LE H" PVC 5=445 60' DEED REC NC DATED 12/: Sv 12-CKP E=5232 12"CPEPN-5259 15"LPEP N-49.59 y SE 1/4f SW 114, SEC. 05f f T. 23 N° R.05 E, W.M. Is r°1,)w-4939 \ N f llar`, FH ( R KING COUNTY, WASHINGTON 5///%/j�A� m 1 / CR - TYPE, // 1 L1�2, 3,3./ �// I, 1 \ �r1I, RIM 61.94 / // / / I �dfl _ /( (\ ( 1 \ - 160' 6 u 5" RIM 54.53 / "PVC SW LE=5969 ( --J/\ �� I 6" PVL N LE=59.91 < a°wc NE/YIN I 181 III R/W 30' Ex. Iw/'tii _, VAULT ACCESS `- - -- - - / RIM 5453 SD CLEWOUi \ 1 \ 11 1 1 1 \ - J`0 / 8° P✓C S LE.=51.36 RIM 61.45 BOTTOM OF VAuii-Ta6.i9 UNABLE TO OPEN I I w II I III / /� l j /I i I I - \\\\ \\ \ \\\� \\\\\_____-_- 3 3\ I 41GHT I D G 3 WW I "12714 (S)3 & +T T ssltaT RM (PIIBIICJ� PoN=H.OJ (AB) K BE PVL'(N)=36.63 (AB) K BE PVL'(b=36.63 (IB)I 4.5' OF LE B• P6L'(S1-36.0 [ae) R.O.W DEDICA770N TO THE C17Y icFms•Pm _p 806 SF a T PRAM RMEX. ,2y cv SSMH 54" - RIM=40.]0' I IF B"PVC M-3427:. I.E R" PVC s.=34.17 c6 - TYPE i SOLID LID RIM 54.63 \ \1\ \ 6' PVC SN NE\LE-51,23 \ W v, L 1 sdlL N,IA wuv, \ \ 1 IIIIIIIIIII I 1 1 I \ _ w TRANSFOAVER/*� �s�m I (DEkrcNEq BY QTHE�S) \ \ I I I �� _____ \� \\ \\ _ - _ _ _ _ _ - _ _ - \ \ m / I /1 1 \ \ \ IIIIIIIIIII \\\��`____ ��\�� \ /// O\ ces\ HERO mei®� I � dAS Llyr 9 \\ 1 I 1 \\ _ �\ \\��\\\�\\__--__--\\� ci i 12' 1 15 PUGET PoWEREMENT\ \ \ --� \ --- --- �\\\ \ \____\`\\\\\\ ____ \\ REC. NO.840260653\\\\\\-_Po --__- - IK \ I �_____ --- \ \ \ \ I IISIDE SEWER \ � ., \ srD 4D6., \ / / 1 G. 1 PC (SEE PLUMBING PUN P1.P2 FOR PUMP LOCATION AND PI.Pi FOR BOWINGCONNECTION C BrtERCORo�e SHOWN av j SHEET PI.t DE w.uaeac PUN) \ \ 511, \\\ 46.0 \i 2 7pZ® \\ \\ 1 I I I N Z35 oFL°h\\ c5 1 z. UNE' \ \ \ \ Am A Am I CERTIFY THAT INE LOCATIONS AND ELEVATIONS SHOWN ON THE :7 1/_ --- // AS -BUILT PUNS FOR LBOACYRBNICB! SIGNED BY BRIAN _ ------- i KALAB ARE BASED ON FIELD SURVEY LOCATIONS AND ELEVATIONS / $5 / 4 xS W REbU6ER_ / \ \ \ - - - _ �'\ \ �� - COMPLETED BY PACB7000AnS0V=fflC IN JULY AND / PLUNGING PUN FOR \ \ _ .- _ ' AUGUST OF 2017 AND PROVIDED i0 TECO FOR FINAL PUN u) _ \� \ Ault C CONNECINJN) /\ _ _ _ PREPARATION f / 4 DI \ �\ _/ \ \�� --- /� ` SLEEVE W5 314-1 MEIb? _ t BRK 04 -CB -2015 EX. SEWER LINE - / PER COI2 sro M.1 a �O\ V 3 al D \ 01 FIRE LINE \ \ \ - , / \ 3 \ ` 6•(45' at�iD \ _--__50- SSMH (PRNAIE) ROUTE j M. IA02 (AB) IF B•PA(N)=39.4 ) � a�•.a. 6"OOCYA PER\\WREN _ / /I /� ` i- IF ('$ / COR SIO 360.2 \ FOUND REBAR \Duct\ 1 / \ 1 L ODE EWER I/1° l C 0SPL I.E.-�7.8 NEQtAU ssltaT RM (PIIBIICJ� PoN=H.OJ (AB) K BE PVL'(N)=36.63 (AB) K BE PVL'(b=36.63 (IB)I 4.5' OF LE B• P6L'(S1-36.0 [ae) R.O.W DEDICA770N TO THE C17Y icFms•Pm _p 806 SF a T PRAM RMEX. ,2y cv SSMH 54" - RIM=40.]0' I IF B"PVC M-3427:. I.E R" PVC s.=34.17 c6 - TYPE i SOLID LID RIM 54.63 \ \1\ \ 6' PVC SN NE\LE-51,23 \ W v, L 1 sdlL N,IA wuv, \ \ 1 IIIIIIIIIII I 1 1 I \ _ w TRANSFOAVER/*� �s�m I (DEkrcNEq BY QTHE�S) \ \ I I I �� _____ \� \\ \\ _ - _ _ _ _ _ - _ _ - \ \ m / I /1 1 \ \ \ IIIIIIIIIII \\\��`____ ��\�� \ /// O\ ces\ HERO mei®� I � dAS Llyr 9 \\ 1 I 1 \\ _ �\ \\��\\\�\\__--__--\\� ci i 12' 1 15 PUGET PoWEREMENT\ \ \ --� \ --- --- �\\\ \ \____\`\\\\\\ ____ \\ REC. NO.840260653\\\\\\-_Po --__- - IK \ I �_____ --- \ \ \ \ I IISIDE SEWER \ � ., \ srD 4D6., \ / / 1 G. 1 PC (SEE PLUMBING PUN P1.P2 FOR PUMP LOCATION AND PI.Pi FOR BOWINGCONNECTION C BrtERCORo�e SHOWN av j SHEET PI.t DE w.uaeac PUN) \ \ 511, \\\ 46.0 \i 2 7pZ® \\ \\ 1 I I I N Z35 oFL°h\\ c5 1 z. UNE' \ \ \ \ Am A Am I CERTIFY THAT INE LOCATIONS AND ELEVATIONS SHOWN ON THE :7 1/_ --- // AS -BUILT PUNS FOR LBOACYRBNICB! SIGNED BY BRIAN _ ------- i KALAB ARE BASED ON FIELD SURVEY LOCATIONS AND ELEVATIONS / $5 / 4 xS W REbU6ER_ / \ \ \ - - - _ �'\ \ �� - COMPLETED BY PACB7000AnS0V=fflC IN JULY AND / PLUNGING PUN FOR \ \ _ .- _ ' AUGUST OF 2017 AND PROVIDED i0 TECO FOR FINAL PUN u) _ \� \ Ault C CONNECINJN) /\ _ _ _ PREPARATION f / 4 DI \ �\ _/ \ \�� --- /� ` SLEEVE W5 314-1 MEIb? _ `\ BRK 04 -CB -2015 k2 AB `. a10 - / PER COI2 sro M.1 - - --,N l SFAL ENDS OF CASING D \ 01 FIRE LINE \ \ \ - , / \ WC/RON SHRINK \ ` 6•(45' at�iD \ _--__50- N l ROUTE j /I l MEw lmo 6"OOCYA PER\\WREN _ / /I /� ` i- E ('$ / COR SIO 360.2 \ FOUND REBAR \Duct\ 1 / \ 1 L NE'HIE If I/1° CAPSTLaAED� / NEQtAU 1S 90161889H° I A A90161889H° A A \ V --- 0.4' NW X 0.2' W. \ 8" PVI' HPE NE Nth PI ffEM CASING svncEs ti (as NEEDED rvv) REAAVALLAGREEMENT q0 / n IX. 15° WM II I2" DI SLEEVE GUY PoI,IE \ I I I H° PVC PIPE � L P)LE \ I\A+ \1 \ I < \ \TI P I 1 SLEEVE DETAIL I1 I I\a \ I 6 N.TS I I AY I IXI 3 H I \\ \ l gI p Q I R(1544.I0 EXINSi L 5° STO Z ADAPTOR ON \ ISBNG FIRE HYDRANT r r N Q e60943' RE) L=166 y3' u \\ N \ \ MATCH LEGA CYRE ? I • Knowwhat's below. Call before you dlg. !PITOU CONFL(CTNOTE lEiOF AMERICAS II; MG /fpD 6501 AMERICA'S IAA.87110 NE -SUITE ID50 ALBUOUENOTE CONTACT QUERAIZ K SSAM i. PLUMBING N PAR/TOP SHALL BE LOCATED IN PARKING GIRAC I SEE PH (5 C F243- KASSAN PLUMBMG PUN PO P2 FOR LOCai10x AND PIAN P30 FOR SPECIFICATION PN . (5)) 09- 4 CELL (506) 489-4414 TAX. (505) 243-1561 CONSTRUCTION NOTES LWALARES BIMON a] INSTALL: THE SOUTHERLY 160 FEET OF THE NORTHERLY 235 FEET OF LOTS I - 12"x4" DIPPING TEE (WAR) (PUBLIC) J12, 313, 314 AND 315, AS MEASURED LONG PARALLEL LINES TO I - 4" TAPPPING GATE VALVE (FUMJ) (PUBLIC) THE SOUTHERLY MMZRN OF SOUTHEAST IIBM STREET (ALSO 1 20 LF 4" DI PIPE (PUBL)C) KNOWN AS MORGAN AVENUE), CO HILLMAN'S LAKE WASHINGTON W/ THRUST BLOCKING GARDEN OF EDEN, DIVISION NUMBER 5, ACCORDING TO ME PLAT THEREOF RECORDED IN VOLUME 11 OF PULS, PACE 83 IN KING ae INSTALL: COUNTY WASHINGTON; I - 12"x6" DIPPING TEE (WAR) EXCEPT ME WESTERLY 60 FEET OF SAID LOT JIT CONVEYED TO I , 6° TAPPPING GATE VALVE (RxM1) KING COUNTY BY USED RECORDED UNDER RECORDING NUMBER 1 20 LF 6" DI PIPE 1035005; W/ THRUST BLOCKING k3 Y WATER SERVICE METER IN VAULT AND EXCEPT THAT PORTION OF LOTS J14 AND 315 CONVEYED i0 PER COR STD 3204 ME STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING A PRESSURE REDUCING VALVE (PRO 5 REQUIRED NUMBER 4655599. OOWNSMCAM OF DOMESTIC METER. ka ERCER Y RPe; INSTALLED ON salts WATT C77YOFREMN _.._ f;EG „-_ OF PALMING SILL 37 IN BUILDING. k5 4" DI 45' BEND APPROV®BY' DAM@ W6 3/4° BOVA, PER CDP STD 340.8 a7 POOL DRAIN TO RE CONNECTED TO SANITARY SEWER WITHIN BUILDING APPROV®BY' DAME pg PARKING GARAGE MUST BE PUMPED AS PER UPC a9 ME LIVING AREA OF THE HOTEL CAN BE SERVED BY GRAVITY SEWER. APPROMBY, DAT$ FIRE M]0 (SUBVECTATOMCONNECTIONENT APPROVAL OF RE PREVENTION DEPARTMENT) W-382003 R-382040 5-382oo3EM AS BUILT NG...",., INSION7 ENOINEERINO CO. CAUTION.• ME COMPACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON MESE PUNS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING ME HURIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION MIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE B 1-600-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VIRMHON. IF CONFLICTS SHOULD OCCUR, ME COMPACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 1 1 2ND BUILDING REVIEW I BUKDING PERMIT SUBMITTAL REV NO I DESCRIPTION BRK Nf 23"J SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N RENTON WA 98056 TAX ACCOUNT NO'S. 3344500007 PERMUNO: U15M518 BRK 04 -CB -2015 g DALE xigi:mtls Z4NII NE W 'i MEw lmo i- E NE'HIE If NE1MJ- NEQtAU NE Nth PI ffEM NE«h N EEG. vicflvffy % S SCALE: C-2000' W NBx pyl; SCALE: V= 20' E/9UIPA(MTAND PROCEDURE I SIS OF BEAHNGn 2 10 0 20 40 N 18'14'33" W BETWEEN FOUND MONUMENTS ALONG LOIRE WASHINGTON BOULEVARD NORTH PER REFERENCE 2001 SURIEY CITPOFRENTONBM CITY BY RENiON BENCHMARK NUMBER 211 J. 3 112 BRASS DISC AT THE NORTHWEST CORNER CONCRETE BASE OF A SIGNAL BRIDGE AT A RAILROAD CROSSING IN THE NORM ENTRANCE OF COULON PARK. EL=3].25' BM ql INVERT ELEVAITON OF ME NORM 8° PVC PIPE IN SSMH-2 ACCORDING TO AS -BUILT DRAWING NUMBER 122206 DATEO 05/02/2006. SSMH IS LOCATED 10 7 SOUTH OF DOWESTOF CORNER PROPERTY CORNER AND s/- 10.0' WEST OF THE EAST RIGH OF WAV LINE EL=34.2]' CAIlM' HAIG 68 lEiOF AMERICAS II; MG /fpD 6501 AMERICA'S IAA.87110 NE -SUITE ID50 ALBUOUENOTE CONTACT QUERAIZ K SSAM i. PLUMBING N PAR/TOP SHALL BE LOCATED IN PARKING GIRAC I SEE PH (5 C F243- KASSAN PLUMBMG PUN PO P2 FOR LOCai10x AND PIAN P30 FOR SPECIFICATION PN . (5)) 09- 4 CELL (506) 489-4414 TAX. (505) 243-1561 CONSTRUCTION NOTES LWALARES BIMON a] INSTALL: THE SOUTHERLY 160 FEET OF THE NORTHERLY 235 FEET OF LOTS I - 12"x4" DIPPING TEE (WAR) (PUBLIC) J12, 313, 314 AND 315, AS MEASURED LONG PARALLEL LINES TO I - 4" TAPPPING GATE VALVE (FUMJ) (PUBLIC) THE SOUTHERLY MMZRN OF SOUTHEAST IIBM STREET (ALSO 1 20 LF 4" DI PIPE (PUBL)C) KNOWN AS MORGAN AVENUE), CO HILLMAN'S LAKE WASHINGTON W/ THRUST BLOCKING GARDEN OF EDEN, DIVISION NUMBER 5, ACCORDING TO ME PLAT THEREOF RECORDED IN VOLUME 11 OF PULS, PACE 83 IN KING ae INSTALL: COUNTY WASHINGTON; I - 12"x6" DIPPING TEE (WAR) EXCEPT ME WESTERLY 60 FEET OF SAID LOT JIT CONVEYED TO I , 6° TAPPPING GATE VALVE (RxM1) KING COUNTY BY USED RECORDED UNDER RECORDING NUMBER 1 20 LF 6" DI PIPE 1035005; W/ THRUST BLOCKING k3 Y WATER SERVICE METER IN VAULT AND EXCEPT THAT PORTION OF LOTS J14 AND 315 CONVEYED i0 PER COR STD 3204 ME STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING A PRESSURE REDUCING VALVE (PRO 5 REQUIRED NUMBER 4655599. OOWNSMCAM OF DOMESTIC METER. ka ERCER Y RPe; INSTALLED ON salts WATT C77YOFREMN _.._ f;EG „-_ OF PALMING SILL 37 IN BUILDING. k5 4" DI 45' BEND APPROV®BY' DAM@ W6 3/4° BOVA, PER CDP STD 340.8 a7 POOL DRAIN TO RE CONNECTED TO SANITARY SEWER WITHIN BUILDING APPROV®BY' DAME pg PARKING GARAGE MUST BE PUMPED AS PER UPC a9 ME LIVING AREA OF THE HOTEL CAN BE SERVED BY GRAVITY SEWER. APPROMBY, DAT$ FIRE M]0 (SUBVECTATOMCONNECTIONENT APPROVAL OF RE PREVENTION DEPARTMENT) W-382003 R-382040 5-382oo3EM AS BUILT NG...",., INSION7 ENOINEERINO CO. CAUTION.• ME COMPACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON MESE PUNS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING ME HURIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION MIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE B 1-600-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VIRMHON. IF CONFLICTS SHOULD OCCUR, ME COMPACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 1 1 2ND BUILDING REVIEW I BUKDING PERMIT SUBMITTAL REV NO I DESCRIPTION BRK 10 -19 2015 SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N RENTON WA 98056 TAX ACCOUNT NO'S. 3344500007 PERMUNO: U15M518 BRK 04 -CB -2015 INITIALS DALE ZIP SE 19, SW 114, SEC. ME x23 N., X05RE WnL LEGACYRENTON 11-15-201] SHEET VT=PLAN C6°0 O N 00 M 1 C) All W (SEE NOTE 7) �r LIMITS OF PIPE ZONE BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) FOUNDATION LEVEL BEDDING FOR SANITARY SEWER PIPE 1919D NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3, COMPACT BEDDING MATERIAL TO 85W MAX. DENSITY EXCEPT DIRECTLY ONER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS' AS SPECIFIED IN WE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MMNER AS TO ENSURE FLOW LINE 15 MAINTAINED. J. WENCH WIDTH SHALL BE PER SECTION 2-08.4 OF THE STANDARD SPECIFICATIONS. DEPA MENT PIPE BEDDING AM DEPARTMENT FOR SANITARY SEWERS OCTOBER W- DEPARTMENT •$• - 11 N.L. SOCKET HD Y A.C. SCREW 1 Y4• LONG (BRONZE OR SES) JI• A 2• RAISED PADS 6• CONCRETE CLASS WOOL 45' (1/6) BEND ANY (1/8) BEND SAND OR EXPANDABLE FOAM ITER TIGHT PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES 1. BE AND 6" CLEANOUTS ON SEWER MAI SHALL BE EAST JORDAN IRE WORKS, INC. No. M98 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2, IN UNIMPROVED AREAS. POUR A 1'-0' THICK. 2'-0" SQUARE CONCRETE. CLASS 3000. PRD AROUND THE RING AND COVER. PUBLIC WORKS H OR 6 INCH GLEAN 3UT WED' FIAH - 40S,1 DEPARTMENT FOR SANITARY SEWER MAINE BEPTEYBER 2011 L e EEAM EQUAL M NO SEARS TBW. BEEF MAKES ASRToISF 14 DIM� PTO CEMENT EQUAL Mo-TA RAST« FB NIN WATER W AND r O'"lID B4£ 1.1 MINNEAPOLIS AT LID ME OCTAL A -AI FEWER GATE MIN COAR SE 1/4, SW 1/4, SEC OS, T. 23 N., R.OSE., W.M. KING COUNTY, WASHINGTON r�P O BY ME M /TYK ED SORT 1 / MWFA MING "YAWS ONE TO HaSE 6 ED BRow iE-33 OR"ITE MET yxnu urz Iu Nelex, MUELLER ELLE 3/4-11-2470-2 /4- MW -24 0- BcMNAEGMm HAITI BN1 VALVE ON x AND CONRMATION STM NTN ALL METAL EWO MN�R6ET/t `AIM I- MERCK F AN PARENTS THREATS (CC), CLACK JCNT MNMI MAARK 21-AL>YTMW IXa V 1-1-21)0-2 (B/� ITION -O) OR ANY M9CNMD HIDDEN DDM D PIREI . PACLWI XN6 PI (1" FDINC-A-D) OR AY MCCO ABLE MEET ANC2E B41 VALVE AND MAGE CHECK VALVE ON pITET. ALL R21NC5 ISRAEL BE WM WICK JOINT. NOTE: R BO¢S INSTAY2O NMN CON E RTE M RAIN DNIEWAYS MI4L BE CAST -TRW EWAL M OLMOM FWNDARY. EVPWMM MW15 RUSH BE NBT4Im M BDM WES OF MEMO BOR. A— A ENDS r ME HIM FW MR (A m AM IEThR MAD) RMGIISAO RACE L _ 2-I /E' W. FR A «EAIFSr E- — T AND FRET EDR E RT UB LL MR RW IrII NOTE: ME CENTER M ME ROU: MUST BE AT RAST C FROM UNDENRAM RIBS UNLESS ME RIB YACMG ALLOWS ME NUT M MAI AOA"SE ME OVEN DOE M MEM MAN CNE MR ® PUBLIC WORKS �i AND 1' WATER SERVICE �. PI1W - MAOI DEPARTMENT NOVEMBER 2008 03/4"AND 1" WA7ER S W VKZ x.Ls. sm. PW! - 32AI B } NG SEWER PIPE y1 WM FEW SM WMIt ;I B H 2', 4" S1W MARKING POST PAINTED WHITE WM ME AMD •SERER' STENCILED IN Y ND1 BUOR LETTERS AND 40 WRE MMPfED MWND THE SND AND EXTENDED TD ME rE E ME SINCE 6^ ME BEIRUT AND SUBMIT SEWER (� SM. "A4DxI FOR \ IBSTALLATIOM ELY) ACCOUNTANTS Mo UMTS FOR MM SEWER L NECT S M MAN �-I `ACP CLA55• RENES ME AS FDUDAY A WITHOUT CLAY MM - CUT N A NEW SECTION E SUMER YMN MM A NEW WE URUC REMGE DECREASE 6• CRUSHED (FEWKD E APPROVED IMAM B (RANGE MAN - NT IN A NEW ECTW E SEWER MAIN WIN A NEW TEE USING REMd CGAl1NG5 (FENS E APPRDWD EWAL), C M MAN - CORE-ROLIfD MM A ROWS SMDS NEW APPRDHD OR GRIND, SEAL MTHEDGE EQUAL) E CUT N A NEW TEE USING FROKE (ONWUNO& 0. WEI RCN MAIN - NMyADLLED WM A ROI SQUARE OE OR CENTER OF LANE THE APPROVED EQUAL) E MINIMUM CONNECTION - AL CENEC2KNS M MANHOLES SHALL BE AT MMEACRRSO INOE-W3 E ME sTNLMWW ORAL E CDM -ROLLED. 60" ALLOWABLE MAX. FOR CAST IRON ARE OR DUCTILE IRON PIPE ,,.DS SOOp PSI MIX M�f,�t�G^'' CONCRETE BLOCKING N�V�DP 19 BV i MFA1�' _ (R` yE MIN SLOPE HERZORTA 8" SIOE CUTLET IEEeRMMN SFWFA 6" MIN. CONCRETE OF ME AT MAIN MAIN BLOCKING ANDF BETWEEN 25• AND 45• DE&III MESE SEM.BR NOTE: UNLESS DTHERMSE SHOWN ON PLAN. SDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY UNE OR 3-5• LOWER THAN ME LOWEST HOUSE ELEVATON, WHICHEVER 15 LOWER, PUBLIC WORKS STANDARD SIDE SEWER _ • • DEPARTMENT INSTALLATION N (SEWER MAIN TO PROPERTY LINE) M9d1 1 4061 MUCH READ AM IM UOUNTED ON STEEL NEAR CEMENT WNI r OF, "TOBLE CIFEIX VOW �USDBLY TRUE WN4FJAN ASSEMBLY AS LANE OF THE � EVANGELIST 45hv. H"� AREAS IBM BE WE AM Ir ALL ONE INUCH ME AT FL. MINUTES 41 MET MULD WE. FIL 6 WE RL lA FOR LILLY 17 ED I F 18 1 1- LBI A, VE CWME CHECK vKW ALLIN FREY CAUL,Wilyinu1o0 EZDr" PLAN ".PWPNvrn MAINFRAME OF USE COUNTY WEAI SORED�RESILIENT VALMER MUCH MAI) "2 COEx TPCUNH YE W NOTE_ COsS M Llm BOE N MER. L INSURE VAULT N RAMONC AWA IM N PAMQ 2. 4- AN��Wpw� cs AND MET TO ME CAST PW ISE rW 10' ASSEMBLY 12 s REIWMARY MV T WI WE WORM UNCq 1/r 54 FOR HE AYBLY IR VALVES AT MAX OF INSTALLATCH M IT FW 0' ASY«BLY ME PN IN VAULT mwFG METER COMPLETE 55111 m WMR KAT Ix ANNIH AOM"p THED[ ABY rMAI A NEIw MM Y_ ANDG MASTER A INSTALL.cuVwan TAMP FW ACGn UIM ro OA"wrt W SHOWN MAN !METER S AFTER NOTE MRAWNW, MAN WCVA MAN) CATCH BU9N W WN102M BVA Y -PASS RVA MUST BE rFzrzP SANSACWRXV A CMT. HEALTH MMM BACMF A DENY CA RET HEWN N K 9A M TY N ACTIVATION OF MEW ANNE "o MST MIM COMPAQ= FCUNI F. Ss TO FEE TEST OCCUR NM K E. FAM ENDS E IN. CA B' me ROB CLASS 52 NHE WE CwwR u1EP. LINDEN N Dr. END VIEW IF SO MAN) PUBLIC WORKS SAB• 810• DOUBLE DETECTOR CHECK SN. PWW - 3602 DEPARTMENT ASSEMBLY WITH STANDPIPE OUTSIDE INSTALLATION MARCH 2010 3 6"8"&10"IDOUBLEDBBCfOR a Rx ASSEAffiLYW1T11 STANDPIPBOUTSIDB INSCALLA7TON NTS. SM.. AM - "..2 LANE LINE MARKING T•-6• STANDARD VEHICI£ MIEEL PATH 4.S• MIN. L•IN \ �-I `ACP CLA55• MIN,. 6• CRUSHED L 2 CLASS •B•COURSE SURFACING TOP 425 2• SAWCUT AND REMOVEEDGE OF PAVEMENT, - OR GRIND, SEAL MTHEDGE OF CURSE &GUTTER, AR4000W OR CENTER OF LANE THE CRUSHED ROCK. FLOWABLE Fill- OR ILLOR AS REQUIRED By ENGINEER MINIMUM ACP CLASS 'E' AN BSENATE BE: PARROPAL/MINE/COBECTE NATURAL STREETS h INWSIPIAL ACCESS STREETS - 6' ACP CLASS 'E' or B. RESIRNPAL ACCESS SWEETS - 2' ACP CLASS 'E' or FIT% NOTE: UPON REQUEST E ERpNEER, NEW ROADWAY PAWAERT SECTOR MAY BE DESIGNED USING M APPROVED METHOD FOR TYPICAL WNGRDOWAL PATCH AND OVBRMT RTERMINING PAVEMENT THICKNESS. FOR ORES PA ADOVEYIMT AOOP RD CITY A nAml®MAIm J e HAI AND B alfiTELLLiMUCH MENTRroMMUN<AT�ON EN FT MPE OCE, METER MUST READ INI WE AGO ACT ELENA IDA" A' TECO ELSENTLLEILLGOMAR TOUCH READ PT TE Ep C5Ex5Ox MOpXTEO O STEEL REH RICANFIBERR THROUGH 2' DIA SAILITED TOM IN COVER Mi UP PIT LID ANN R185 I%E "HAND (EQUALVAULT 2LM 23.3 31"1ND PLATE DOMB" R. 6 4' CA 3' UVEROUND WATER METER NE) EDURT TO Ni LIN COMPOUND MGM WIN WONNOTAREH RESOLUTION(W R RESUCE 1 Pin SUPPORT MEN AM 4'0' DUKE. CANCENTRIC STANCHION AMS ALL ORBITAL MEIERS FANO DEVICE COLORATIONS ARE NOT NOW d INCLUDEDINME STANDARD W [ALLIANCE. GAIN SUNNI LEQUIRED BY IS NOT VT 1 OW 0'AN 0 GAINED INSTALLATION REQUIRED By ME VTOIv w<IVEfPmE DEBT FOR ME PRINCIPAL REOUIREMENTS REGARDING VAULT SIONG ARE THE (WHICH CEMXANCSAUDI OF E SHALL BED CA RA CLEARANCE xIMUM O 12- FROM VAULT ENDS LAND ME SE CLEARANCE SHOULD BE AS TYPICALLY SUDAN ON ME VARIOUS STANDARD ETAI 1. SEARSNOTE DEADVAN BLOCK SHALL WE DESIGNED AND INSTALLED SO IT MATTE SCREENING UNDISNRRED EARTH SO AS M SUPPORT SEES A WE ENDNUT 6 OR 4 POPE CEMENT LEAD RUPEE IRISH PIPE CLASS 52 LENGLI TO FIT PUBLIC WORKS 3", 4" 8 BY COMPOUND DOMESTIC M. PIN - 300,4 4 • DEPARTMENT WATER METER ASSEMBLY MARCH 2010 rW"N6 v 8"& 10"DOUBLE DEBCTOR CH9CK ASSShiBLYWITHOUT STANDPIPE OU731DEEVSTALLA77ON N.T.S. STD. PEAK - 360.4 KBow lxhE'sbNOWA CMlb*myvjft CAMON.• ME CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON MESE PLAINS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING ME HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE W 1-600-424-5555 POTHERING ALL OF ENE EXISTING UTILITIES AT LOCATIONS OF NEW UDEN CROSSINGS TO PHbICALLY VERIFY WHETHER OR NOT CONFLICTS EXISC LOCATIONS OF SUE UTILITIES AS SHOWN ON THESE PUNS PRE BASED UPON THE UNVERIFIED PUBLIC MOLOKAI AND PRE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, ME CONTRACTOR SHALL CONSULT MEN INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. R-382041 W-382004 S-382004 A,� BUILT 0 N 00 co I �Q V I r) LU I I I--- 1114, SW 1/4, SEC. 05, T! 23 N., R.05 E., W.M. I I KING COUNTY, WASHINGTON I I 46" ME II SOW I50 6"PVC NE -53.91 8"PVC S=50.17 50 12'CPEP E=5232 / �V f`I• / 9 SR IYCPEP Al IE 15'r6" 50 I O� IS" (DI')W=99.39 ;) I r l R / `'0 _ IXF.X 01? I o CT• lvl // /A// G315� 1/\1/ It,V ¢ Y 11 B-rvPE1 �x. \1 RIM 61.941.fi -48" ¢ S� RIM 5453 / 6' FIX Sw LE=9939 ///OI/( i ( I I IN. 2 I 8 P✓CN� f ( I I .h DF .=s1.a6 II I g I I IIf S-51.84 3 R/w 3G' Ex /"�� VAULT ACCESS I I I .=5210I SmPACIM 54 91.E 1.3B Rw c61.45 r I I � II (/// I I_— \V1\lV�_—__-- 00/ WEIR E -W 1 E=51.J3 UNABLE TO OPEN I 1 I I / I \ \__ BOTTOM OF VAULT=46.19II/\\-----115 / II'8EI/ / —'4, a 0554 ; E RIM=51.3$' CONE HEADWALL LE 8" PVC S. -45.55't 0 \ j SD IF 24" CONC=30.04 IE 24" CMP W=28T ;\\ TIGHT LL� all U/G - 4 I I SSMH 54" - SS/3 BURIED? RIM - LE 8" PVC Al LE. H' PVC 5.=44.5 \ 3` 0' T a 50' � I 3 I a 60' DEED REC NO. 1035005 DAZED 12/19/1915 I a ° R=1594.10' 3, L 1 30' X R IQ-06384$ F. U k \ _ EX. SEWEk=F# _ SCE SEWER I 6' e ft LE-IJ.B I 'moi( 3 I4.5' OF I ~ - rr�Lh�I & R.O.W DEDIOA77ON TO THE al 806 SF I! SSMH 54 - SS IRIM 070 )0� I LE 8" P✓C N=34.2)" LE 8" P✓C S.=34.11' ENCROACHMENT REMOVAL AGREEMENT GUY PO(E I. Know what's below. 0811 before you dig. Ul/LITPCONFLii NOTE.' CAUl - ME CONTRACTOR SHALL BE RESPONSIBLE FOR VEPFI THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER Si ON MESE PIANS OR NOT, BY POMOLING ME MLLilES AND SURVEt9NG ME HORIZONTAL AND VERTI LOCATION PRIOR i0 CONSTRUCTION. MIS AND THEN SHALL INCLUDE CALLING URLRY LOCALE M 1-800-424-5555 POTi wl ALL OF ME EXI UBLITIES AT LOCAVONS OF NEV Uillltt CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONI FUSE LOCATIONS OF SAID UTLLITIES AS SHOWN ON THESE PUNS APE BASED UPON ME UNVERIFIED PUBLIC INFORMATION AND APE SUBJECT TO VARIATION, IF CONI SHOULD OCCUR, ME CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING 014RANY TO RESOLVE ALL PROBLEMS PRIOR i0 PROCEEDING WITH CONSTRUCTION. 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X0.2"S SCALE: P' = 20' 20 10 0 20 ao IS' O.C. (31)/ FF=28.5' 1" CLEAN CRUSHED ROCK (DRAINAGE BLANKET) SLAB -ON -GRADE l �11PHR1NAN SLABSUBDRAINAGE (TO BE FIELD VERIflEO BY GEOTECH) NTS. R-382042 NOTE. - FOR SHORING CROSS SECTIONS SEE TEMPORARY SN. I SHORING PLANS BY ADAMS RESOURCE CONSULTING.