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Home My WebLink AboutzR-3941SetU v 00 N O O 7 Q J M 5 FEET MIN. DISTANCE PROPOSED INFILTRATION TRENCH I FROM INFILTRATION TRENCH I (FULL INFILTRATION) WWALL TO ADJACENT PROPERTY LINE I (4'W x 54'L x 2'D) W I (Ty p) I APPROX. LOCATION (TYP) I 1 SEE NOTE MIOV53"E 299.01 �n.– 23.00• ypi L H Q J 0 U) U) Z W W W cl Q U U) Q U N H W W (n 0 z° °1014'DECLOT.3 (72525Q.Fn c LOT 4 0 ' (7,252 SQ. F0 20, — z DEC1. (6,954 SQ. FT) &' lJI N Z K-(18iJECl. 14-DECL W 2 O Z Z W N ' J E, y \�� $ 12"D CI. J 'DECI. n m W \ ' O R 25 Z W J W oWi w STA 04 1 3 /; -A 1+79 — — ObONI R rt16 IF .+UO .SS .1 SS ------------------------ air z� 510 — 506 WW 502 DATUM 498 1iv 494 +++12SAWf GOF 3 8 490 TO 95 % MAX. DENSITY EV! 4" DI WATER (UNDER SODS CREEK WATER C "494.00 5 486 & SEWER DISTRICT PERMIT) 482 Know What's beloW. VARIES 478 Call before you dig. V 474 VERTICAL GRAPHIC SCALE 470 19 5 0 5 10 (UNDER SODS CREEK ¢_¢ 11 nch a to ft.Y b - TYPICAL SECTION WATER &SEWER :o SCALE: •, A'R VEM=489.91 (AB)RE&K H8"PVCSEWER SEWER482.43 CATH BASIN (AB) �4" DI CL 52 ROW ICT PERMIT) 72 LF. O1.35%(UNDER IE(W)=491.85(AB) 30 �o � SOOS CREK SEWER 8' PLANTERSTRIP 13' p�SIDEWALK 1 & WATER DISTRICT PERMIT), 5.5' 7.5' _ I 0.5' LINE 150k VERTICA SAWCUT ULVER - SEWER MANHOLE 12" CONCRETE RIM= 494.06 (AB) --•, :; '•. •,•,•• - •, IE=490.78 (A) d 4:1 OR FLATER 2" GRIND & OVERLAY 1 2" CRUSHED SURFACING WITH 2" HMA � z I S01031'48"W 656.30' 14TH AVE SE SAFEWALKSTO SCHOOL l 1 (GRAVEL) EX. DITCH _ FLOW DIRECTION LOT EX RESIDENCE nen rl a"no�a N FOUND MON IN CASE 3 11 air z� 510 — 506 WW 502 DATUM 498 1iv 494 +++12SAWf GOF 3 8 490 TO 95 % MAX. DENSITY EV! 4" DI WATER (UNDER SODS CREEK WATER C "494.00 5 486 & SEWER DISTRICT PERMIT) 482 Know What's beloW. VARIES 478 Call before you dig. V 474 VERTICAL GRAPHIC SCALE 470 19 5 0 5 10 (UNDER SODS CREEK ¢_¢ 11 nch a to ft.Y b S01031'48"W 656.30' 14TH AVE SE SAFEWALKSTO SCHOOL l 1 (GRAVEL) EX. DITCH _ FLOW DIRECTION LOT EX RESIDENCE nen rl a"no�a N FOUND MON IN CASE 3 11 UD) z� SS — 4" COMPACTED DEPTH WW W DATUM HOT MIX ASPHALT (HMA) (TWO 2" LIFTS) 1iv W1 +++12SAWf GOF 3 8 ¢W TO 95 % MAX. DENSITY EV! 4" DI WATER (UNDER SODS CREEK WATER C "494.00 5 RIM & SEWER DISTRICT PERMIT) 6" COMPACTED CRUSHED ROCK VARIES !'1kl�i��r-' V 0� 8' PVC SEWER p 1 -•'• �tmnayE3•rl;�.Tey:i��yv�yz'E�3Fyt'"dF�iVFi�a@��1•� (UNDER SODS CREEK WER MANHOLE b - TYPICAL SECTION WATER &SEWER :o SCALE: •, A'R VEM=489.91 (AB)RE&K H8"PVCSEWER SEWER482.43 CATH BASIN (AB) �4" DI CL 52 ROW ICT PERMIT) 72 LF. O1.35%(UNDER IE(W)=491.85(AB) 30 �o � SOOS CREK SEWER 8' PLANTERSTRIP 13' p�SIDEWALK 1 & WATER DISTRICT PERMIT), 5.5' 7.5' _ I 0.5' LINE 150k VERTICA SAWCUT ULVER - SEWER MANHOLE 12" CONCRETE RIM= 494.06 (AB) --•, :; '•. •,•,•• - •, IE=490.78 (A) d 4:1 OR FLATER 2" GRIND & OVERLAY 1 2" CRUSHED SURFACING WITH 2" HMA � z I � TOP COURSE(CSTC) 6"HMA " CRUSHED ROCK TO SCHOOL 4" CEMENT CONCRETE SIDEWALK ----------- I F W DIRE TI N I EX RE2DENCE l 2999299 N01"47'08"E 661.83' _ 28 28 5' 82660.6 - �� 116TH AVE SE RENTON PT ID 1863 DO m a .ma. m N N W & UD) z� SS — W UD) z� CASCADE GREENS SHORT PLAT 11427 SE 162ND STREET RENTON WA 98055 �EI(E)=491.95(A) 4" COMPACTED DEPTH WW W DATUM HOT MIX ASPHALT (HMA) (TWO 2" LIFTS) RECORD DRAWING SITE PLAN 2 OF 2 (AB) W1 4 GOF 3 8 ¢W TO 95 % MAX. DENSITY EV! 4" DI WATER (UNDER SODS CREEK WATER C "494.00 5 RIM & SEWER DISTRICT PERMIT) 6" COMPACTED CRUSHED ROCK VARIES 0TO2 _I ----�-- 10' INGRESS, EGRESS & UTILITIES VARIES - 22' TO 28' PVT. ACCESS ROAD 2i Uzi VARIES 10' _ 1- 2'-6' _ CATCH BASIN (SOLID R94.15 (A UD) CITY OF CASCADE GREENS SHORT PLAT 11427 SE 162ND STREET RENTON WA 98055 �EI(E)=491.95(A) 4" COMPACTED DEPTH ONE INCH DATUM HOT MIX ASPHALT (HMA) (TWO 2" LIFTS) RECORD DRAWING SITE PLAN 2 OF 2 (AB) SUBGRADE SHALL BE COMPACTED 4 GOF 3 8 TO 95 % MAX. DENSITY EV! 4" DI WATER (UNDER SODS CREEK WATER C "494.00 �O RIM & SEWER DISTRICT PERMIT) 6" COMPACTED CRUSHED ROCK !'1kl�i��r-' V 0� 8' PVC SEWER p 1 -•'• �tmnayE3•rl;�.Tey:i��yv�yz'E�3Fyt'"dF�iVFi�a@��1•� (UNDER SODS CREEK (AB) PVT. ACCESS ROAD - TYPICAL SECTION WATER &SEWER 13 DUCTILE LRH SCALE: NONE DISTRICT PERMIT) 80 LF. O 0.138 So CATH BASIN ROW CENTERLINE IM 494.50 (AB) ROW SE 162ND STREET IE(W)=491.85(AB) 30 �o � 3.5' 5' 8' PLANTERSTRIP 13' p�SIDEWALK 1 5.5' 7.5' _ I 0.5' LINE 150k VERTICA SAWCUT ULVER - SEWER MANHOLE RIM= 494.06 (AB) --•, :; '•. " IE=479.76 (AB) ------- - •, ______ --- 4:1 OR FLATER 2" GRIND & OVERLAY 1 2" CRUSHED SURFACING WITH 2" HMA SAFE WALK TOP COURSE(CSTC) 6"HMA " CRUSHED ROCK TO SCHOOL 4" CEMENT CONCRETE SIDEWALK (ASPHALT) PER COR STD. PLAN 102 CEMENT CONCRETE TRAFFIC - 1�-----��YYYIIYrr��ll�llr:aE� CURB & GUTTER 1 ,` 1 4" SANDY PLANTING SOIL PER COR STD. PLAN 101 � I I I N01 °47'08"E 29 20 RENTON PT ID 1640 583.81' (MEAS) 28 21 CONSTRUCTION NOTES: IIIIIIIIIIIIIIIIIIIIIlF��fE�i�l7 VERTICAL: NANDlea HORQONTAL:WD1WY1V CITY OF CASCADE GREENS SHORT PLAT 11427 SE 162ND STREET RENTON WA 98055 � " 2-28-2018 FIELDBDOK RAGE ONE INCH DATUM RENTON Planning/Building/Public Works Dept. RECORD DRAWING SITE PLAN 2 OF 2 (AB) OFANNG NO IFNOTONE� SCALEACCORgNC1Y GOF 3 8 !'1kl�i��r-' -•'• �tmnayE3•rl;�.Tey:i��yv�yz'E�3Fyt'"dF�iVFi�a@��1•� �er��>lFS�3]!!�I'�.1■�II�IIIIII� - 1�-----��YYYIIYrr��ll�llr:aE� �•�.��.r�i��i ��-►---�� =nllllllllllll� � mr. m��1�`�' '�('U�'>� s - . Ol ' ��tnZrL1 • • — ��r��I�i�ufi�lllllllllllllllli�l�il�� HORIZONTAL GRAPHIC SCALE 0+40 0+60 20 10 O 10 20 1 inch - 20 a PBGjJ LLCJ Land Planning • Civil Engineering 5130 South 166th Lane SeaTac, WA 98188 T (206) 229-6422 UTm 1Tuu ITzv 514 510 506 502 498 494 490 486 482 478 474 470 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 PVT, ACCESS ROAD — PROFILE JOB NO. EDRVEYEa 817730 DESIGNED: EX. 8" PVC SEWER 6" DI WATER (AB) SE 162ND ST. - TYPICAL SECTION SCALE: NONE U CONSTRUCT ASPHALT PRIVATE ACCESS ROAD PER TYPICAL SECTION THIS SHEET. O CONSTRUCT 20' WIDE DRIVEWAY ENTRANCE PER DETAIL ON SHEET DT1. O 8' WIDE PLANTER STRIP WITH SOD. PLANT EASTERN REDBUD, ROOF STORMWATER INFILTRATION TRENCH WILL BE DESIGNED (CERCIS CANADENSIS) (2" CALIPER). FOR THE TOTAL ROOF AREA OF EACH HOME BUILT ON EACH LOT TO SEE LANDSCAPE PLAN FOR MORE DETAILS. PROVIDE FULL INFILTRATION AND PERMITTED DURING THE BUILDING PERMIT PHASE. ROOF INFILTRATION TRENCH FLOW ® INSTALL MAILBOX PER COR STD. PLAN H027, H028 & H029. CONTRACTOR CONTROL BMP COVENANT REQUIRED WITH BUILDING PERMIT FOR TO COORDINATE WITH POST OFFICE FOR ACTUAL LOCATION AND RECORDING. SITE SOILS ARE CLASSIFIED AS MEDIUM SAND. FOR APPROVAL. EVERY 1,000 SQUARE FEET OF TRIBUTARY IMPERVIOUS SURFACE, 90 CUBIC FEET OF GRAVEL VOLUME IS REQUIRED. O CONSTRUCT 4" THICK CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102. r��/� O7 CONSTRUCT ASPHALT WEDGE AND MATCH EXISTING. SURVEYOR NOTE CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER COR STD. PLAN 101. ALL (AB) ELEVATIONS BASED ON SSMH 62-11 n MOVE EA16T'"'G WArFER METER T9 PLANTER STRIP. (AB) HOLDING THE ELEVATION OF 494.00 1® ALL ROOF DRAIN DOWNSPOUTS ARE TO BE CONNECTED TO INFILTRATION R-394110 O 7 n A AI Q!7 TRENCH CATCH BASIN ON EACH LOT. T\i w%,# INSTALL CB #1-STORMFILTER, STA 0+74, CENTERLINE IN COMPLIANCE WITH CITY OF RENTON STANDARDS RIM -490.84, Hm RIM -490.34, IE(N)=487.34, wASA�4' GEEB1'EE:FPG2F8RBE:F1..A (AB) INSTALL 5 LF 6' SOLID ADS N12 SO Q 1.00 i o Q CONSTRUCT (5'W x 981 x 2'D) PVT. ACCESS ROAD INFILTRATION TRENCH (FULL INFILTRATION) SEE DETAIL 2 ON SHEET PG2 DAZE: 2-28-2018 RECORD DRAWING "` 1"=20' VERTICAL: NANDlea HORQONTAL:WD1WY1V CITY OF CASCADE GREENS SHORT PLAT 11427 SE 162ND STREET RENTON WA 98055 � " 2-28-2018 FIELDBDOK RAGE ONE INCH DATUM RENTON Planning/Building/Public Works Dept. RECORD DRAWING SITE PLAN 2 OF 2 (AB) OFANNG NO IFNOTONE� SCALEACCORgNC1Y GOF 3 8 M 0 [CASCADE -�� 1� REENS ' PLAT RENTON, WASHINGTON LAND USE PERMIT # LUA14-001284 UTILITY PERMIT # U16006860 SURFACE WATER STANDARD PLAN NOTES 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY 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 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL 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 DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION 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 WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. PBGLJ LLCM Land Planning • Civil Engineering s 5130 South 166th Lane SeaTac, WA 98188 T (206) 229-6422 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL 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 FOOTINGDRAINS, 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 STORM WATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X4" STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF 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 I CONTRACTOR IS RESPONSIBLE 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. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAVER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY 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 CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE. PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAV THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1.07-23 TRAFFIC CONTROL SHALL APPLY. CONDITIONS OF APPROVAL 1. THE APPLICANT SHALL PROVIDE AN UPDATED SHORT PLAT PLAN THAT PROVIDES FOR THE REQUIRED 5 -FOOT SETBACK BETWEEN THE EXISTING HOME AND THE PROPOSED 20 -FOOT WIDE SHARED DRIVEWAY. THE SHORT PLAT PLAN SHALL BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION PERMIT ISSUANCE. IF THE SETBACK CANNOT BE MET BY A REVISION TO THE DRIVEWAY, THE SHORT PLAT WOULD NOT BE APPROVED WITHOUT DEMOLITION OF THE STRUCTURE OR PARTS OF THE STRUCTURE THAT WOULD BRING THE HOME INTO COMPLIANCE WITH THE REQUIRED 5 FOOT SETBACK. 2. THE APPLICANT SHALL PROVIDE DETAILED LANDSCAPE PLANS COMPLIANT WITH RMC 4-8-120 FOR BOTH ONSITE AND OFFSITE LANDSCAPING TO THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF CONSTRUCTION PERMIT REVIEW. THE DETAILED LANDSCAPE PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 3. THE APPLICANT SHALL PROVIDE AN UPDATED TREE RETENTION PLAN AND TREE RETENTION WORKSHEETCOMPLIANT WITH RMC 4-8-120. THE FINAL TREE RETENTION PLAN SHALL BE PROVIDED FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION ISSUANCE. 4. THE APPLICANT MUST PROVIDE SUFFICIENT INFORMATION TO SHOW HOW THE STUDENTS THAT WALK TO SCHOOL OR THE NEAREST HIGH SCHOOL BUS STOP WOULD HAVE A SAFE WALKING ROUTE TO THE NEARBY INTERSECTION AT SE 162ND ST AND 116TH AVE BE AND INTERSECTION AT BE 162ND ST AND 114TH AVE SE WHERE SAFE WALKING ROUTES ARE AVAILABLE. IF A SAFE ROUTE TO SCHOOL IS NOT IDENTIFIED TO THE INTERSECTIONS, THEN THE APPLICANT WILL BE REQUIRED TO PROVIDE A SAFE WALKING PATH, WHICH MAY ENTAIL SOME OFFSITE IMPROVEMENTS. A SAFE WALKING ROUTE TO THE INTERSECTIONS ON EITHER SIDE OF THE PROJECT SITE SHALL BE IDENTIFIED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPLICATION. IF OFFSITE IMPROVEMENTS ARE REQUIRED TO ACCOMMODATE A SAFE WALKING ROUTE, SUCH CONSTRICTION SHALL BE INCLUDED WITH THE CONSTRUCTION PERMIT APPLICATION AND BE COMPLETED PRIOR TO SHORT PLAT RECORDING. 5. THE APPLICANT SHALL PROVIDE A GEOTECHNICAL REPORT TO BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER AND PLAN REVIEWER FOR REVIEW AND APPROVAL AS PART OF CONSTRUCTION PERMIT APPLICATION. IF THE GEOTECHNICAL REPORT PROVIDES DIFFERENT ANALYSIS OR CONCLUSIONS THAN WHAT ARE STATED IN THE TECHNICAL DRAINAGE REPORT,THE DRAINAGE REPORT AND ANY UTILITY PLANS SHALL BE UPDATED AND PROVIDED AS PART OF CONSTRUCTION PERMIT APPLICATION. 6. THE APPLICANT SHALL PROVIDE WATER AND SEWER AVAILABILITY CERTIFICATES FROM BOOS CREEK WATER AND SEWER DISTRICT WITH THE CONSTRUCTION PERMIT APPLICATION. 7. THE APPLICANT SHALL PROVIDE A REVISED SHORT PLAT PLAN IDENTIFYING COMPLIANCE WITH THE SHARED DRIVEWAY STANDARDS AND EMERGENCY ACCESS STANDARDS, INCLUDING BUT NOT LIMITED TO THE MINIMUM 5 FOOT SEPARATION FROM THE PROPERTY LINE AND THE 20 FOOT WIDTH. SUCH PLAN SHALL CLEARLY IDENTIFY THE EASEMENT LOCATION ON ALL PROPOSED LOTS. THE REVISED PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. B. THE APPLICANT SHALL UPDATE ALL PLANS THAT IDENTIFY THE WIDTH OF PRIVATE DRIVEWAY TO BE CONSISTENT WITH THE REVISED SHORT PLAT PLAN. ALL PLANS TO BE REVISED SHALL BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL AS PART OF CONSTRUCTION PERMIT APPLICATION. 9. ALL LOTS SHALL TAKE ACCESS FROM THE PROPOSED SHARED DRIVEWAY. A NOTE TO THIS EFFECT SHALL BE RECORDED ON THE FACE OF THE SHORT PLAT. 10. THE APPLICANT SHALL REMOVE THE CARPORT ON THE EAST SIDE OF THE EXISTING HOME WHERE THE PRIVATE DRIVEWAY IS TO BE LOCATED AND TO PROVIDE FOR THE REQUIRED SETBACK BETWEEN THE EXISTING HOME AND DRIVEWAY. THE CARPORT SHALL BE DEMOLISHED AND DOCUMENTATION OF SUCH DEMOLITION SHALL BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO RECORDING OF THE SHORT PLAT. DATA 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). BENCHMARK AND DATUM VERTICAL DATUM: NAVD 1988 SITE BENCHMARK, TOP OF MONUMENT IN CASE AT EAST 1/4 CORNER OF SECTION 29-23-5 ELEVATION = 459.078 (RENTON PT ID 1863) (AB) TOTAL LOT ARE/0 29,723 SF (0.68 ACRES) DEJURB AREA: 25,865 SF (0.59 ACRES) CUT: 40 CY FtI.J 32 CY PROJECT 7. IT SHALL BE THE APPLICANT'S / CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION m 5130 S. 166TH LANE 2824- 187T1 I AoENIUF EASEMENTS NECESSARY BEFORE INITIATING OFFSITE WORK. EASEMENTS REQUIRE CITY REVIEW AND Q SITEw APPROVAL PRIOR TO CONSTRUCTION. 425-818-8829 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS F CONTACT: HAN PHAN, P.E. SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF LU CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. w CENTURYLINK 14616 SE 192ND STREET = 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE 0 (253)630-9900 BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. - 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. i MRVM+ . E 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 w z BE 162ND ST PERCENT DENSITY, STANDARD PROCTOR. N > w y w 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. s r � a 13. ALL SEDIMENTATION / EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED m AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 0 14. ALL RETENTION / DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN BE 163RD ST CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS i SE 164TH ST DEPARTMENT, SURFACE WATER UTILITY SECTION. s 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDANCE i WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE DGE o CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF < THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING .�. MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C', WITH THE E > EXCEPTION OF PVC PIPE. 0 N 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT#1 OR BETTER INSIDE AND W OUTSIDE. > - 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. r ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT ,n WIDTHS AND BUILDING SETBACKS LINES. v 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT -OF -WAV SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: of 4 - 81NCH ROCK / 40 - 70% PASSING; 2.4 INCH ROCK / 30-40% PASSING; AND LESS THAN 21NCH ROCK 110 - 20 % PASSING. i 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL CONNECTED TO THE STORM DRAINAGE _ SYSTEM, UNLESS APPROVED BTHE CITY PLAN REVIEWER O OR SURFACE WATER UTILITY SECTION. AN i. ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE PBGLJ LLCM Land Planning • Civil Engineering s 5130 South 166th Lane SeaTac, WA 98188 T (206) 229-6422 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL 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 FOOTINGDRAINS, 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 STORM WATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X4" STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF 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 I CONTRACTOR IS RESPONSIBLE 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. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAVER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY 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 CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE. PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAV THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1.07-23 TRAFFIC CONTROL SHALL APPLY. CONDITIONS OF APPROVAL 1. THE APPLICANT SHALL PROVIDE AN UPDATED SHORT PLAT PLAN THAT PROVIDES FOR THE REQUIRED 5 -FOOT SETBACK BETWEEN THE EXISTING HOME AND THE PROPOSED 20 -FOOT WIDE SHARED DRIVEWAY. THE SHORT PLAT PLAN SHALL BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION PERMIT ISSUANCE. IF THE SETBACK CANNOT BE MET BY A REVISION TO THE DRIVEWAY, THE SHORT PLAT WOULD NOT BE APPROVED WITHOUT DEMOLITION OF THE STRUCTURE OR PARTS OF THE STRUCTURE THAT WOULD BRING THE HOME INTO COMPLIANCE WITH THE REQUIRED 5 FOOT SETBACK. 2. THE APPLICANT SHALL PROVIDE DETAILED LANDSCAPE PLANS COMPLIANT WITH RMC 4-8-120 FOR BOTH ONSITE AND OFFSITE LANDSCAPING TO THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF CONSTRUCTION PERMIT REVIEW. THE DETAILED LANDSCAPE PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 3. THE APPLICANT SHALL PROVIDE AN UPDATED TREE RETENTION PLAN AND TREE RETENTION WORKSHEETCOMPLIANT WITH RMC 4-8-120. THE FINAL TREE RETENTION PLAN SHALL BE PROVIDED FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION ISSUANCE. 4. THE APPLICANT MUST PROVIDE SUFFICIENT INFORMATION TO SHOW HOW THE STUDENTS THAT WALK TO SCHOOL OR THE NEAREST HIGH SCHOOL BUS STOP WOULD HAVE A SAFE WALKING ROUTE TO THE NEARBY INTERSECTION AT SE 162ND ST AND 116TH AVE BE AND INTERSECTION AT BE 162ND ST AND 114TH AVE SE WHERE SAFE WALKING ROUTES ARE AVAILABLE. IF A SAFE ROUTE TO SCHOOL IS NOT IDENTIFIED TO THE INTERSECTIONS, THEN THE APPLICANT WILL BE REQUIRED TO PROVIDE A SAFE WALKING PATH, WHICH MAY ENTAIL SOME OFFSITE IMPROVEMENTS. A SAFE WALKING ROUTE TO THE INTERSECTIONS ON EITHER SIDE OF THE PROJECT SITE SHALL BE IDENTIFIED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPLICATION. IF OFFSITE IMPROVEMENTS ARE REQUIRED TO ACCOMMODATE A SAFE WALKING ROUTE, SUCH CONSTRICTION SHALL BE INCLUDED WITH THE CONSTRUCTION PERMIT APPLICATION AND BE COMPLETED PRIOR TO SHORT PLAT RECORDING. 5. THE APPLICANT SHALL PROVIDE A GEOTECHNICAL REPORT TO BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER AND PLAN REVIEWER FOR REVIEW AND APPROVAL AS PART OF CONSTRUCTION PERMIT APPLICATION. IF THE GEOTECHNICAL REPORT PROVIDES DIFFERENT ANALYSIS OR CONCLUSIONS THAN WHAT ARE STATED IN THE TECHNICAL DRAINAGE REPORT,THE DRAINAGE REPORT AND ANY UTILITY PLANS SHALL BE UPDATED AND PROVIDED AS PART OF CONSTRUCTION PERMIT APPLICATION. 6. THE APPLICANT SHALL PROVIDE WATER AND SEWER AVAILABILITY CERTIFICATES FROM BOOS CREEK WATER AND SEWER DISTRICT WITH THE CONSTRUCTION PERMIT APPLICATION. 7. THE APPLICANT SHALL PROVIDE A REVISED SHORT PLAT PLAN IDENTIFYING COMPLIANCE WITH THE SHARED DRIVEWAY STANDARDS AND EMERGENCY ACCESS STANDARDS, INCLUDING BUT NOT LIMITED TO THE MINIMUM 5 FOOT SEPARATION FROM THE PROPERTY LINE AND THE 20 FOOT WIDTH. SUCH PLAN SHALL CLEARLY IDENTIFY THE EASEMENT LOCATION ON ALL PROPOSED LOTS. THE REVISED PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. B. THE APPLICANT SHALL UPDATE ALL PLANS THAT IDENTIFY THE WIDTH OF PRIVATE DRIVEWAY TO BE CONSISTENT WITH THE REVISED SHORT PLAT PLAN. ALL PLANS TO BE REVISED SHALL BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL AS PART OF CONSTRUCTION PERMIT APPLICATION. 9. ALL LOTS SHALL TAKE ACCESS FROM THE PROPOSED SHARED DRIVEWAY. A NOTE TO THIS EFFECT SHALL BE RECORDED ON THE FACE OF THE SHORT PLAT. 10. THE APPLICANT SHALL REMOVE THE CARPORT ON THE EAST SIDE OF THE EXISTING HOME WHERE THE PRIVATE DRIVEWAY IS TO BE LOCATED AND TO PROVIDE FOR THE REQUIRED SETBACK BETWEEN THE EXISTING HOME AND DRIVEWAY. THE CARPORT SHALL BE DEMOLISHED AND DOCUMENTATION OF SUCH DEMOLITION SHALL BE PROVIDED TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO RECORDING OF THE SHORT PLAT. DATA 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). BENCHMARK AND DATUM VERTICAL DATUM: NAVD 1988 SITE BENCHMARK, TOP OF MONUMENT IN CASE AT EAST 1/4 CORNER OF SECTION 29-23-5 ELEVATION = 459.078 (RENTON PT ID 1863) (AB) TOTAL LOT ARE/0 29,723 SF (0.68 ACRES) DEJURB AREA: 25,865 SF (0.59 ACRES) CUT: 40 CY FtI.J 32 CY PROJECT ffiilr Ll� PBG, LLC , 600113 SURVEY9146 w 5130 S. 166TH LANE 2824- 187T1 I AoENIUF NE BELLEVUE WA 98006 SITEw 425-818-8829 w CONTACT: TROY SCHMEIL CONTACT: HAN PHAN, P.E. y SEFMCES 6 SEINER APD WATM POWER APD dAt# SA@L,E? SOOS CREEK WATER & SEWER DISTRICT PUGET SOUND ENERGY COMCAST CENTURYLINK 14616 SE 192ND STREET > W ¢ r (253)630-9900 a MRVM+ . = a w FM30 BE 162ND ST DESIGNED: N > w y w r � BE 163RD ST BE 164TH ST SE 164TH ST Nw > > ¢ N W > r r r aWAM EX 511 4,400 SF DEIELOPm PRIVATE ROAD=5,560 SF TOTAL ROOF (2,200 SF PER LOT)=8,800 SF TOTAL DRIVEWAY PAD=1,600 SF FRONTAGE IMPROVEMENTS=1,410 SF DRAWINGENDEX (AB)REFERENCE ET NO. DRAWING TITLE INC. HWY, UNIT A SHEET 1 COVER SHEET AND NOTES SHEET 2 ROADWAY / DRAINAGE PLAN, PROFILE AND SECTIONS (SITE PLAN) SC.OL� CALLIDUS DEVELOPMENT, INC ffiilr Ll� PBG, LLC , 600113 SURVEY9146 16834 SE 43RD STREET 5130 S. 166TH LANE 2824- 187T1 I AoENIUF NE BELLEVUE WA 98006 SEATAC, WA 98188 425-818-8829 (206)229-6422 CONTACT: TROY SCHMEIL CONTACT: HAN PHAN, P.E. SEFMCES SEINER APD WATM POWER APD dAt# SA@L,E? SOOS CREEK WATER & SEWER DISTRICT PUGET SOUND ENERGY COMCAST CENTURYLINK 14616 SE 192ND STREET 1-888-321-7779 1-800-934-6489 1-800-475-7526 RENTON, WA 98058 (253)630-9900 JOB NO. MRVM+ . FM30 DESIGNED: NONED,aEa xO REN TAL:NAVRQONTAL: NA31W69, DATUM � ONEI�NCH AT FDI LLSCpyE I IFNOTONEINCH SCALEACCORgNC1Y "^Syz F i�D DATE: 2-28-2018 RECORD DRAWING CITY OF RENTON Planning/Building/Public Works Dept. VICINITY MAP NTS LEGAL DESCRIPTION THE WEST HALF (1/2) OF LOT 5, BLOCK 4 (4), AKER'S FARMS NO.6. ACCORDING TO PLAT RECORDED IN VOLUME 42, OF PLATS, PAGE 15, RECORDS OF KING COUNTY. WASHINGTON TAX PARCEL NUMBER 0088000260 ADDRESS 11427 SE 162ND STREET RENTON, WA 98055 LEGEND is Know what's below. 0811 before you dig. DROPERTY LINE - - - - ADJACENT PROPERTY LINE ROW CENTERLINE ROW LINE EASEMENT LINE SD PROPOSED STORM DRAINAGE LINE W PROPOSED WATERLINE 55 PROPOSED SEWER LINE ASPHALTPAVEMENT CEMENT CONCRETE PAVEMENT R-394109 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CASCADE GREENS SHORT PLAT 2-28-2018 11427 SE 162ND STREET FIELDBOO RENTON, WA 98055 PAGE RECORD DRAWING DNANING NO COVER SHEET AND NOTES CV SHEE : OF. 1 OF 2 (AB) 1 8-