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Home My WebLink AboutR-380709Uj U) z 0 F_ z w < J C) _ CL 0 z 0 z W cr W 0 C) E-' K3 &AR Elpi 4rZ. ~< , sAR FA H c iiwri `i;" luilty AY3. BAR ll" SEE -NOTE, I J1�.'1!'I�Mllii>II►?#'1'M�I�. Ir�M�INI` LII 300 00 DEPAR` ItENT MARCH 200 CATCH BASIN TYPE 1 OPTIONAL CONCRET (FOR USE IN SIDEWALK/DECK Al NYLOPLAST 8" DRAIN BASIN: 2808AG X (4) (5) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 8" FOR CORRUGATED HDPE (ADS N-12/RANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 1 GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE. 2 - CUSTOM DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065. 3 STANDARD DRAIN BASIN HAS FIXED ADAPTER LOCATIONS OF 0° & 180°. CUSTOM DRAIN BASIN ADAPTERS CAN BE MOUNTED ON ANY ANGLE 00 TO 360'. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 4 FOR COMPLETE DESIGN DETAILS SEE DRAWING NO. 7001-110-045. 5 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL) & PVC SEWER (4" - 24'). NYLOPLAST 8 INCH DRAIN BASIN 0 g I - N M Krwsw wilt's �W. Call r.l>Isl o yw Me. 4 r - Aho AW0 r E c TAIL 204JA-W. �T # c�+`s � , �"M �*,•��f-�-4A.?lii?9a /'tiD.flk.i3'Mi":.-IRT:.•�.Z`t�.sRT• i rr"jk..'i:'?Aa::f°'yk'i.>;:J.f"}ewMYcf'T"l S TWO Vii:, }Y.N]`,�: .� i�$`SA,u..�• t�`�v:vwr i s•;s f , + r� t( e 1L ? k ?s F} LST a ::o s _ F ` :F-ERA#RAeF_ RASE INTEGRAL BME +.ASS Iw 1,Ar; ryReCAST Wim€ MfM }Y ;SEPARATE AAS ;3 'ECAST GRATE d� ..<.:Fti3' ��.. ? .I•�eA 4'EFMd }.,Et:JbR4 -.6i. ?+:.N f.. J?.+dlF. IFi.',d?hiCFD.... .9 i3 t i s �lxt .K'ul Aylratu <YE!1 aH�ssn ��is s``;f1 I'a i 0.1 a� SWOPI-AN. '201-00 4.. PU;BUC WORKS CAlrcH >' -DCPA T: ERT j MARCH 200.8 CATCH BASIN TYPE 2 CONCRETE WALKWAY OR DECK I mt: otkum l_ IVIA i-ERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. (4) 4" MIN GRATE OPTIONS �Ir►I� AL�II�a�wl�;lw�l�;� DRAWING # f[[�jA`xCf�:PIPEMAr},.'viTgi;Sr;+i0'�I`tkSf115.��✓y[yR. LIGHT DUTY 0699CGS 7001-110-194 SOLID COVER LIGHT DUTY Fj 7001-110-195 } WA R $F / -- PRt3FK..E 3 rlE : TEIi , C*:F R.rFT � . F .. I�F,sAP Iv' ALL; 'JrALL 0801 D1 7001-110-019 2. i�4 2.7" �t3' BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED %1 all' K 21 (��, 11iJ •.[ y *STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE 42' ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), CONJUNCTION WITH ALL CONSTRUCTION ACTMTY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS SECURED TO THE STAKE. THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL DEPARTMENT, SURFACE WATER UTILITY SECTION. !. � .. . 6w 72- radf: 3E;•" 45.: d� ..<.:Fti3' ��.. ? .I•�eA 4'EFMd }.,Et:JbR4 -.6i. ?+:.N f.. J?.+dlF. IFi.',d?hiCFD.... .9 i3 t i s �lxt .K'ul Aylratu <YE!1 aH�ssn ��is s``;f1 I'a i 0.1 a� SWOPI-AN. '201-00 4.. PU;BUC WORKS CAlrcH >' -DCPA T: ERT j MARCH 200.8 CATCH BASIN TYPE 2 CONCRETE WALKWAY OR DECK I mt: otkum l_ IVIA i-ERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. (4) 4" MIN GRATE OPTIONS LOAD RATING PART # DRAWING # STANDARD LIGHT DUTY 0699CGS 7001-110-194 SOLID COVER LIGHT DUTY 0899CGC 7001-110-195 BRONZE WA 08WGB 7001-110-196 DOME NtA 08WCGD 7001-110.197 L7777DROP IN GRATE LIGHT DUTY 1 0801 D1 7001-110-019 CLEAN SURFACE AND BOTTOM AREA, PROVIDE UNIFORM CONTACT, THE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. NOTES J� FRAME AND VANED GRATE BASE SECTION SEE NOTE 4 It 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 IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05.3, 2, SHIMS SFIALL NOT BE USEDTO SET FRAME TO GRADE, THE USE OF SHIMS IS PROHIBITED. 3. A CONTINUOUS LAYER OF MORTAR SHALL. 13E 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. ACk- USTMENT SECTION SHALL BE GROUTED WATERTIGHT T•O THE BOT I -OM AREA OF "•1 HE ADJUSTMENT SECTION WITH NONSHRINK t.3ROUi" 6. GROUTING BETWEEN AU,JUSTMENT SECTION SHALL BE WATER TIGHT. 7, GROUT IS T"O BE NOWSHRINK TYPE GROIJI' MEETING THE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRFSSIVE STRENGTH SHALL BE 4,000 PSI AT" 7 DAY PFR APWA STANDARD SPECIFICATION 9-20.3 S. PICK t LIFTING HOLES ARE "I"O RE GROUTFD WATER TIGHT PUBLIC WORKS I CATCH BASIN INSTALLATION DEPARTMENT -- -------------- CATCH BASIN INSTALLATION r STD. PL --- AN 202.00 MARCH 2008 STORM DRAINAGE NOTES: 1. STORM DRAIN UNE MATERIAL TO BE CPEP, UNLESS OTHERWISE SPECIFIED. 2. STORM DRAIN LINES ARE PRIVATE, UNLESS OTHERWISE SPECIFIED. 3. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. PRIOR TO INSTALLATION OF ANY PROJECT IMPROVEMENTS, VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES. IN THE EVENT OF ANY DISCREPANCY FROM THE INFORMATION PRESENTED ON EXTERIOR WALL THESE PU1NS, NOTIFY THE DESIGN ENGINEER OF THE SITUATION i sIAPE To DIwN a '. IMMEDIATELY. 4. CONSTRUCT ALL UTILITIES IN CONFORMANCE WITH THE TRENCH SECTION DETAIL UNLESS OTHERWISE INDICATED ON PLANS. ROOF DRAIN -DO CONNECT WITH F 4 5. ALL CATCH BASINS ARE TO BE SITUATED SUCH THAT THE UNDERDRMN PIPE � j\ OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB OR FLOW FREE -DRAINING . � UNE OF GUTTER (WHERE APPLICABLE). GRANULAR BACKFILL �� 6. CATCH BASIN INLET PROTECTION TO BE USED FOR ALL NEW PER WSDOT 9-03.14(1) � INLETS, EXCEPT FOR INLETS WITH SOLID UDS, UNLESS GEOTEXTILE FABRIC PER ��/ ° a 4 OTHERWISE SPECIFIED ON PLANS. WSDOT STD. SPEC. 9-33, TABLE 3 FOR \ 7. LOCATION AND QUANTITY OF DOWNSPOUTS SHOWN FOR SEPARATION, NONWOVEN �/�� REFERENCE ONLY. REFER TO ARCHITECTURAL PLANS FOR EXACT GRAVEL BACKFILL FOR � LOCATIONS. DRAINS � ►�sooT � / •� � GRADING NOTES: 9-03.12(4) �j� ��\ i. THE EXISTING SITE SOILS REQIARE PROPER COMPACTION PRIOR 6` PERFORATED PVC UNDERORAIN �//� ,� TO PLACEMENT OF BUILDING, PAVING, AND UTILITY IAIPROVEAIENTS. PIPE WITH PERFORATIONS DOWN PER WSDOT STD. SPEC. 9-05.2(6) 2. THE SPOT ELEVATIONS INDICATED ON TFMS PLAN REPRESENT THE FOOTING DRAIN SECTION DESIGN TOP OF PAVEMENT UNLESS OTHERWISE SPECIFIED. � 3. CONTRACTOR SHALL ASSURE POSITIVE DR/iMlA�GE AWAY FROM SCALE: NTS � BUILDINGS FOR ALL NATURAL AND PAVED AREAS AND SIiALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. EXISTING ADJACENT PROPOSED BUILDING PAVEMENT PER PLAN I> o WIDTH VARIES PER PLAN WIDTH VARIES PER PLAN =Sli0f � III -III -III _ pFR p I',��` -III-I PLANTING PER -I I1.•'"� LANDSCAPE PIAN SWALE SCALE• 3 A 02 ` CC DMElk r >:> ACC UPERMITU14005665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM ��'�S�G'ISTEg'��Cs�� JG 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 IONAL NO. REVISION BY DATE IPPR wrrfls o: Aug 25 2015 4:1.3 PM CO.Sj.8n am - As NOTED """"' CITY OF TACO TIME RENTON HIGHLANDS 4-.S*9: 08.25.2015 RENTON LL 4CO�45 PAOL. ONE mm DATUM N0c AT MLL am Planning/Building/Public Works sept. STORM PLAN IF gC4.03 ar ac .o� NOTES AND DETAILS smw-9 ^R� 6 I BI 14 010 516 6 4 2 y 3 5 SCALE: NTS D SCALE: NTS SCALE: NTS CITY OF RENTON SURFACE WATER NOTES: 7 TJ 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN m n m CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN *STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), CONJUNCTION WITH ALL CONSTRUCTION ACTMTY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS SECURED TO THE STAKE. THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL DEPARTMENT, SURFACE WATER UTILITY SECTION. CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS C. PIPE MATERIAL SHALL CONFORM TO UNDERORAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE 15. ALL PIPE AND APPURTENANCES SHALL BE LAI ON A PROPERLY PREPARED FOUNDATION IN THE SURFACE WATER DESIGN MIAIKAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, ACCORDANCE WITH THE CURRENT STATE OF W SHINGTON STANDARD SPECIFICATION FOR ROAD AND TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE SHALL BE AT NO ADDITIONAL COST TO THE CITY. TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING D. PRIVATE DRA04AGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A FLOWS THROUGH INDMDUAL LOTS. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN UNIFORMLY DENSE, L#MELDING BASE. ALL PIPE BEDDING SHAM. BE APWA CLASS "CH, WITH THE APPROVAL. OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, EXCEPTION OF PVC PIPE. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDMIATING THE LOCATIONS OF ALL GAS, ELECTRICAL.. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO STUWLIT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED 16. STEEL PIPE SHALL BE ALL UrI IZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE TELEVISION). PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, AND OUTSIDE. SURFACE MATER UTILITY SECTION. F. ALL II�IVIDUAI. STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHRILL HAVE SOLID LOCKING OWNER. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PE NT RETENTION/DETENTION FACILITY PROGRESS. SHALL HAVE SOLID LOCKING LIDS. G. STORM DRA#WGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WIDTHS AND BUILDING SETBACKS LINES. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT WRITTEN DECISION BY THE CITY OF RENTON. SITE MIDST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION ADDED TO MWINTAII THE MOISTURE CAPACITY. EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHRILL OF SUFFICIENT APPROVAL PRIOR TO CONSTRUCTION. LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRHEWAY TO THE BOTTOM OF 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL. BE OF ISSUANCE. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SHALL. NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS SPECIFICATIONS: 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 4 - 8 INCH ROCK / 40 - 70% PASSING; THE OWNER OF THE CONTINUING LEGAL OBLATION AND/OR LIABILITY CONNECTED WITH STORM 2 - 4 INCH ROCK / 30 - 40% PASSING; AND SURFACE WATER DNSPOSITtON. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR 9. DATUM SHALL BE NAND 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE LESS THAN 2 INCH ROCK / 10 - 20% PASSING. THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE 26. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMIMIATER FACILITIES MUST BE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEIMER OR SURFACE WATER UTILITY SECTION. AN PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE UFE, HEALTH, SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAINING OF THIS DRANWIGE SYSTEM WILL BE AND SAFETY OF THE Ply, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF SUBMITTED TO THE CITY UPON COMPLETION. WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 SHALL REQUARE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, PERCENT DENSITY, STANDARD PROCTOR. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: TRAFFIC CONTROL SHALL APPLY. 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 A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEMYS, YARD DRAINS, AND REQUIREMENT 16 OF THE SURFACE WATER DESIGN MANUAL AND AQUFER PROTECTION REGULATIONS TRENCH RESTORATION STANDARDS. ANY OTHER SURFACE OR SUBSURFACE DRAMS NECESSARY TO RENDER THE LOTS SUITABLE FOR (RMC 4-3-050). SCALE• 3 A 02 ` CC DMElk r >:> ACC UPERMITU14005665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM ��'�S�G'ISTEg'��Cs�� JG 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 IONAL NO. REVISION BY DATE IPPR wrrfls o: Aug 25 2015 4:1.3 PM CO.Sj.8n am - As NOTED """"' CITY OF TACO TIME RENTON HIGHLANDS 4-.S*9: 08.25.2015 RENTON LL 4CO�45 PAOL. ONE mm DATUM N0c AT MLL am Planning/Building/Public Works sept. STORM PLAN IF gC4.03 ar ac .o� NOTES AND DETAILS smw-9 ^R� 6 I BI 14 010 516 6 4 D n n T' O ,�o Tw cn I y 0 n O � y 0 z zCD�4�& D m r4- a 0 - T 7 TJ rri �I 0I� 7 m n m n D n n T' O ,�o Tw cn I y 0 n O � y 0 z zCD�4�& D m r4- a 0 - 0 rri �I 0I� D n 0 0 0 m o DO m- D T . E -