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Home My WebLink AboutR-373304M Itt O d' J a_ tr O U) U) LU Y U Q STORM 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 MUNICICPAL 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 THESE 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 APPROVAED PLANS, WHICH ARE ON FILE 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. S. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION EVE IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOUYRS 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. 7. IT SHALL BE THE APPLICANT /CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTES ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% (PERCENT) DENSITY, STANDARD PROCTOR. 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. 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 AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 14. ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER SECTION. 15. ALL PIPES AND APPURTENANCES SHALL BE LAID ON THE PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION OF ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS, PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C ", WITH THE EXCEPTION OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS, UNLESS OTHERWISE SHOWN ON THE APPROVED PLANS. 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 WIDTHS AND BUILDING SETBACK LINES. 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 -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. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOTT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 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 FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURAFCE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THIER 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"x4" STAKE MARKED "STORM" OD "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/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTLILITES (e.g. POWER, GAS, TELEPHONE, TELEVISION). OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425 -260 -3412 CONTACT: DARRELL OFFE, P.E. 22 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 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 CAPCITY 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 LIABLILTY 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 Q 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 -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -07 -23 TRAFFIC CONTROL SHALL APPLY. 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). z 141 N0. REVISION U WiEACN UBWFN 6vs fr aR6.1 im,namnnwe pUr NE,GNr RECTANGULAR A1LlUSTNENT SECTION UBMEACNCMNEF 10' MN mawFaoa PRECAST BASE BECTON sss,,., 1RE-CAI BASE SECTION .ca+auaarepFwvE„mexE sravwsEwEa PSs NOTES 1. 0.a aaepGble allemativn to se rebar M in ft PRECAST RASE SECTION. fibms(plarN ac ., m tho 3Nrgwd Spcof 4 ar wie mesh inr a minknum wee& 0.12 square it , Wfixt Mal be used wth he minin. requhal ubN sloven In the ALTERNATIVE PRECAST BASE SECTION. W ouch Man rot be pieced Mtha wlocYauS. '',.. 2. mN kmdraxdkmalarshennR ba groaWth.20 -. Kmcko 0.11 have a oval VticwwN ol2' mMM,vn b 25 mawnum. P,wk$e a l.S mbwam gap bexveN�Me krxx'koN walaM MeoubNe ottlw plea. AMtM pipe bNdvalkN alagep w911 fJe11 mMarN BCCONBMa with SUMaN SpeoYCatldn bona. 1 The nva m depth 1. the fMShW ore W the bwct Poe kwed "be5'. 4. Rw 1. WOrate roust be imtened win Me Raga Cam. 5, the pnxast Bow Serfun nay haw, a rauMM Roof, and the wens may be sloped A a mW a t:24 a steeper. S. mN O xrra Men ben.wa ed al Me top d the prixaM base axtim. T Al plea,p MMa stun so .aced lull after Me be M. been placed. S. Alpmtle Nga and wefrga ahtll be earth monarheaoNCwwith Stallard Specilkafw, 804.3. PUBLIC WORKS CATCH BASIN TYPE 7 31D. PLAN - 200.00 J DEPARTMENT MARCH 2008 1O BY I DATE I APPR NOTES: 1. When the driveway width exceeds 15 feet, construct a full depth expansion joint (see Standard Plan F -3) with 318' joint filler along the driveway centerline. 2. Construct expansion joints parallel with the centerline as required at 15' maximum spacing when driveway widths exceed 30'. See Std. Plan F -3 for sidewalk details. 3. Curb and gutter shown, see the Contract. Plans for the curb design specified. See Std. Plan F -1 for curb details. 4. Avoid placing drainage structures, junction boxes or other obstructions in front of driveway entrances. 6. Sidewalks at driveway approaches and driveway apron to be 6' min. depth of conrete. 5. When driveway approaches are constructed in a commercial zone. the concrete driveway entrance shall be thickened from 6 inches to 10 inches. This includes concrete approach Types 1 -4, sidewalks constructed behind the driveway apron, and the curb and gutter associated with each driveway approach. DRIVEWAY (BY OTHERS) A,POpF \6 tf' , CEMENT CONCRETE SIDEWALK WHERE SHOWN 5 S>�Q CEW CONIC. CURB & GUTTER (SEE NOTE 3) DRIVEWAY ENTRANCE SIDE SLOPE (TYP.) DEPRESSED taO =IPQ� �4 (S GUTTER NOTE SIDEWALK & DRIVEWAY APRON \ (SEE NOTE 6) DRIVEWAY ENTRANCE N.T.S. R- 313304 02.11 PERRDRATED PPE CONNECTION ❑ TEXT OF INSTRUCTIONS Your property contains a slormwater management flow control BMP (best management practice) called a perforated pipe connector." which was Installed to reduce the stormwater runoff impacts of some or all of the impervious surface on your property. A perforated pipe connection is a length of drainage conveyance pipe with holes in the bottom, designed to "leak" runoff, conveyed by the pipe, into a gravel filled trench where it can be soaked into the surrounding soil. The mnnecuon Is intended to provide opportunity for infiltration of any runoff that is being conveyed fam an impervious surface (usually a roof) to a local drainage system such as a ditch or roadway pipe system. The size and composlaon of the perforated pipe connection as depicted by the flow control BMP site plan and design details must be maintained and may not be changed w,thout Written approval either from the Kng County Water and Land Resources Division or through a future development permit from King County. The soil overtop of the perforated portion of the system must not be compacted or covered with impervious materials. FIGURE C.2.1 LA PERFORATED PIPE CONNECTION FOR A SINGLE FAMILY RESDDENCE /-,an dom fill 6' fitter fabric Qp 18' min o �e o j r o ° 1 Vz - Hi washed rode 24" min TRENCH X- SECTION NITS slope -. to road drainage system 2'X 10' level Trench wiped pipe PLAN VIEW OF ROOF NTS ?009Surface W.ver DcsiSn Manual -Apps ixC I19/sf109 C -91 BMP CONNECTION - LOT B SEN SURVEYING >� SCALE xarSaaw wn 1awPa' n19 CITY OF SHATTUCK WEST SHORT PLAT ntaR�IL 111341 ° D.L OFFE, P.E. RENTON ANDREW MICHAEL CONSTRUCTION, LLC o.L. OFFE, P.E. I ac an DATUM DETAILS & NOTES GEGa° u Planning /Building /Public Works Dept. 2005 SHATTUCK AVENUE SOUTH P nor arE and ,Ppg scvE wxamarAr Sou: 4 ' 7 1 IDIEITIAIIILIS ti H ya `TJ C �T. G C c co O A � rn 0 ,' ^3 w r D I,` -3 W W PIPE ALLOWANCES Yen: - nacRAnPFU IMIR Newcrex aE.CEbaa fr I .V1eCN.c eu MEru EaE +s wssva fr Isro. sysc Pasmr aLI0 Ww1 FVC fr firo.5iE48e111(III FpaFILE WNIP/L ,a. Iam.arEC arASatili .ca+auaarepFwvE„mexE sravwsEwEa PSs NOTES 1. 0.a aaepGble allemativn to se rebar M in ft PRECAST RASE SECTION. fibms(plarN ac ., m tho 3Nrgwd Spcof 4 ar wie mesh inr a minknum wee& 0.12 square it , Wfixt Mal be used wth he minin. requhal ubN sloven In the ALTERNATIVE PRECAST BASE SECTION. W ouch Man rot be pieced Mtha wlocYauS. '',.. 2. mN kmdraxdkmalarshennR ba groaWth.20 -. Kmcko 0.11 have a oval VticwwN ol2' mMM,vn b 25 mawnum. P,wk$e a l.S mbwam gap bexveN�Me krxx'koN walaM MeoubNe ottlw plea. AMtM pipe bNdvalkN alagep w911 fJe11 mMarN BCCONBMa with SUMaN SpeoYCatldn bona. 1 The nva m depth 1. the fMShW ore W the bwct Poe kwed "be5'. 4. Rw 1. WOrate roust be imtened win Me Raga Cam. 5, the pnxast Bow Serfun nay haw, a rauMM Roof, and the wens may be sloped A a mW a t:24 a steeper. S. mN O xrra Men ben.wa ed al Me top d the prixaM base axtim. T Al plea,p MMa stun so .aced lull after Me be M. been placed. S. Alpmtle Nga and wefrga ahtll be earth monarheaoNCwwith Stallard Specilkafw, 804.3. PUBLIC WORKS CATCH BASIN TYPE 7 31D. PLAN - 200.00 J DEPARTMENT MARCH 2008 1O BY I DATE I APPR NOTES: 1. When the driveway width exceeds 15 feet, construct a full depth expansion joint (see Standard Plan F -3) with 318' joint filler along the driveway centerline. 2. Construct expansion joints parallel with the centerline as required at 15' maximum spacing when driveway widths exceed 30'. See Std. Plan F -3 for sidewalk details. 3. Curb and gutter shown, see the Contract. Plans for the curb design specified. See Std. Plan F -1 for curb details. 4. Avoid placing drainage structures, junction boxes or other obstructions in front of driveway entrances. 6. Sidewalks at driveway approaches and driveway apron to be 6' min. depth of conrete. 5. When driveway approaches are constructed in a commercial zone. the concrete driveway entrance shall be thickened from 6 inches to 10 inches. This includes concrete approach Types 1 -4, sidewalks constructed behind the driveway apron, and the curb and gutter associated with each driveway approach. DRIVEWAY (BY OTHERS) A,POpF \6 tf' , CEMENT CONCRETE SIDEWALK WHERE SHOWN 5 S>�Q CEW CONIC. CURB & GUTTER (SEE NOTE 3) DRIVEWAY ENTRANCE SIDE SLOPE (TYP.) DEPRESSED taO =IPQ� �4 (S GUTTER NOTE SIDEWALK & DRIVEWAY APRON \ (SEE NOTE 6) DRIVEWAY ENTRANCE N.T.S. R- 313304 02.11 PERRDRATED PPE CONNECTION ❑ TEXT OF INSTRUCTIONS Your property contains a slormwater management flow control BMP (best management practice) called a perforated pipe connector." which was Installed to reduce the stormwater runoff impacts of some or all of the impervious surface on your property. A perforated pipe connection is a length of drainage conveyance pipe with holes in the bottom, designed to "leak" runoff, conveyed by the pipe, into a gravel filled trench where it can be soaked into the surrounding soil. The mnnecuon Is intended to provide opportunity for infiltration of any runoff that is being conveyed fam an impervious surface (usually a roof) to a local drainage system such as a ditch or roadway pipe system. The size and composlaon of the perforated pipe connection as depicted by the flow control BMP site plan and design details must be maintained and may not be changed w,thout Written approval either from the Kng County Water and Land Resources Division or through a future development permit from King County. The soil overtop of the perforated portion of the system must not be compacted or covered with impervious materials. FIGURE C.2.1 LA PERFORATED PIPE CONNECTION FOR A SINGLE FAMILY RESDDENCE /-,an dom fill 6' fitter fabric Qp 18' min o �e o j r o ° 1 Vz - Hi washed rode 24" min TRENCH X- SECTION NITS slope -. to road drainage system 2'X 10' level Trench wiped pipe PLAN VIEW OF ROOF NTS ?009Surface W.ver DcsiSn Manual -Apps ixC I19/sf109 C -91 BMP CONNECTION - LOT B SEN SURVEYING >� SCALE xarSaaw wn 1awPa' n19 CITY OF SHATTUCK WEST SHORT PLAT ntaR�IL 111341 ° D.L OFFE, P.E. RENTON ANDREW MICHAEL CONSTRUCTION, LLC o.L. OFFE, P.E. I ac an DATUM DETAILS & NOTES GEGa° u Planning /Building /Public Works Dept. 2005 SHATTUCK AVENUE SOUTH P nor arE and ,Ppg scvE wxamarAr Sou: 4 ' 7 1 IDIEITIAIIILIS ti H ya `TJ C �T. G C c co O A � rn 0 ,' ^3 w r D I,` -3 W W