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HomeMy WebLinkAboutR-390711C) M C17 I 1 0 LLJ Q J n rr 0 VJ Uj T T- W Uj VJ rt 0.� #3 BAR EACH COR NEF #3 BAR EACH SIDE ua PAR EnPF a3 BAR EACH CORNER 18" MIN 11,3 BAR HOOP FRAME AND WANED GRATE R 7T OR B- HtIGHT TWO I18 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION PRECAST BASE SECTION SEE NOTE 1 ALTERNATIVE PRECAST SASE SECTION PIPE ALLOWANCES MAXIMUM PIPE MATE.NIAL INSIDE DIAMETER REINFORCED OR 12' PLAIN CONCRETE ALL MFYAI PIPF 15" CPSSP* 12 (STD. SPEC. 9-05.2D) Soup WALL PVC 15 (STD. SPEC. 9-05. M ] )I PROF: I.F WAI I PUG 15' (STD- SPEC. 9-55.12(2)I CORRUGATED POLYETHYLENE S70RM SEWER PIPE NOTES 1. As acceptable alternatives to the rebar Shown in the PRECAST BASE SECTION, fibers (placed according to the Standard SpeciFicabDns)i, or wire mesh having a minimum area of 0.12 square inches per toot shall be used With the minimum required Taber shown in the ALTERNATIVE PRECAST BASE SECTION. VYra mesh shall not be placed in the knockouts- 2. The knockout diameter shall not be greater than 2D'. KnockoLft shall have a wall thickness of 2' minimum to 2-5" maximum. Provide a 1-5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is ins€eked, fill the gap with pint mortar in accordance with Standard Specillcatlon 9.04.3. 3. The maximum depth from tha finished grade to the lowest plpe invert shall he 5'. 4. The Frame and grate must be installed with the flange down. 5. The Precast Base SaMon may have a rounded floor, and the walls may be sloped at a rate of 124 or sWeper- 6- The opening shall be measured at the tap of the precast base section- 7. All pickup holes 9hal be grouted full after the basin has been placed - 6- All grade rings and castings shall be set In mortar In accordance with Standard Specification 9-04.3, Sn. Pi" - 200.00 t PUBLIC WORKS CATCH BASIN TYPE 'i +�=■� ; DEPARTMENT MARCH 2008 c FRAME AND VANED GRATE CLEAN SURFACE AND 807TOM AREA PROVIDE UNIFORM CONTACT. TI-E SURFACEAREA OF THE BA5E SfCTiON Mi15T - BE GROUTED TO THE BOT5TL0 EA OF THE ADJUSTMENT SECTION ADJUSTMENT SECTION. BASE SECTION NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRATE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SOEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT OR GRATING IN PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION 7-35.3, 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED- 3. 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 RUNNING BOND OR Y2 BOND, PUBLIC WORKS CATCH BASIN INSTALLATION DEPARTMENT SEE NOTE < I I I I I STD. PLAN - 202.00 MARCH 2O08 OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. I EXISTING ASPHALT I� PAVEMENT SAWCUT (SEE NOTE 2) TREET MINIM. 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK 2.10' MIN. NEW CURB & GUTTER (SEE NOTE 2) NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. STD. PLAN - 103 ■ PUBLIC WORKS CURB AND GUTTER PPRO D: + + DEPARTMENT REPLACEMENT DETAIL 6&A4 I,S h I,. D' 1'-n )SEE PDIiirrAGll RI[1 Okin y1 1!(" DH1 R. 0YP-] I cope NOT INCLUDED IN s15 r• Ern - FSti SEE RAISED EDGE 3E' DN1 PROLIpLaeO S• r• 1'.D' SIDEWALK DETAIL - THIS SHEET JOINTFLUR ALL CUT MN PEE CONMACTI 5lOF2S] C 1rr PHI R. (rm.> WITH GARBED EDGE NOT INCLUDED IN bill ITEM - e:;- 4LrIVOR_ 3 E' IIN: PREMCIOES :'1 RNI SMEO GRACE I' LINT BELAY J[TFKT FILLER r-c s1DewPUL TOP OF CONCRETE SJR FACE ADJACENT TO CURB r_ ir 1, D, WIN- CUE CONTRACT] ,n{INJ R. R rPa RDU DING CURS NOT INCLLI Fr D IN RID ITEM - �.Ch > 1ST SKIOOE ❑R PEDESLRuW PRErJC LSD +-;S WALL DR SAARER RAILING JOeNT FILLER ADJACENT TO CURB HARRIER - SEE SDEWALK (STEEPFLLSLOPESI CONTRAC?PLANS ISEECON,RACT€ WALL OR SARRIER 1 I 14" pNI R FLUSH I _ CURs NOT INCLU DECIN &O fTEM -JySAL AL S°; 7K VERTIM WALL YQ1' 11R: PREAgLDI;D �12j-i= St0SEE DETAL �OedT FILLER[TYP,I rADJACENT TO CURB AND RAILING OR WALL 'UM PREMOLDIFO INT FILLER SIDEWALK RUFPIER STEP )SEE CONTRACT) MES NOTE WI ,rr RNI R SIDEWALK ADJACENT TO WALL DETAIL 1 s% 1 5*Y M114 ir1AIH NOT INCLUDED M HIE) ITEM- 0- rixDl�i;;r. - LEVEL Iry• 1 ,.x nNIR. _jl FIN4YIiEO GRAOe 1' IINI BeL.O"TOP OF CONCRETE SURFACE FOR FLANnNG- FLUSH IF PAW-D L E y1 ADJACENT TO BUFFER STRIP 4 /jI ] HHOpAE-0 FIMSH m 1 IT'S R : A. / •'. r' • �7 TROWELE11 PERM&ETER ,�'�•-`-•;� A ' '=e . + RAISED EDGE DETAIL VTENO SIDEWALK TRANSVERSE JOINTS TO INCLUDE RAISED EDGE It� _ - - CGEN[ D GUTTER CURD f NOT I CLU GAITER SHOWN) HOT INCLUDEDM9DITEM •� For NOTES IS so STD PLAN 104.2, Paved surfaces must comply with STD PLAN 102.1 es apPlicah e. 71a 114-71011A1' N SIDEWALK CTIOIIJpNT NI SIDEWALK gNLY L ExPvIsloH xaxr INaoTN • a y i ■ 14k: CURB AND 91OEwALK[SEE sr0 PLAN Jail 'y,�■ qO * •• 40 PREAIOLDE JOINT AND FINISH D DETAIL JnINT FT_E.ER E EXPANSION JOINT C CONTRACTION JOINT CEMENT CONCRETE SIDEWALK G regp II mmerman, PU flit WO Fks AdminNtnta r 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. 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 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 MAINTANED 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). �'y1`pF WASyo���t> SURVEYED: N61,° a° 00- o� DESIGNED: D.L. OFFE, P.E. ° DRAWN: 27460 CHECKED: Fss� N A LAPPROVED: 08/14/2017 NO. REVISION BY DATE APPR SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 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 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). CITY OF RENTON Planning/Building/Public Works Dept. RECESSED LIFT POCKET © 3/4" LETTERING -SEWER" SEWER f1 ff13 © o o (2) BOLT SOC. (ALLEN HEAD) 5/B" - 1, X 1.5 STAINLESS STEEL II II u UU REF. PART 1009B1177 So�c� �- 1-3/18" I� 11" ,2-1/4• CAST IRON RING AND COVER I3OLT DETAIL Not to Scale FRAME DIAMETER 1 2'-01. T 8" CLASS "B" \- SAN❑ OR ASPHALT EXPANDABLE FOAM 4 (1/8) BEND 10� P� r,Q J� e PIPE MATERIAL AS SPECiFIEC BY THE ENGINEER 45' (1/8) BEND NOTES: 1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00369503) OR APPROVE EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY 2. 1N UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. STD. PLAN - 403.1 r PUBLIC WORKS 8" OR 6" CLEANOUT �i` DEPARTMENT FOR SANITARY SEWER MAIN ' O Mk R-3907011 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING WASTEWATER UTILITY IL (Fitz -James 08/30/2017 dchristen 08/30/2017 SURFACE WATER UTILITY rstraka 09/01 /2017 MEAD SHORT PLAT TUSCANY CONSTRUCTION, LLC DETAIL & NOTES 522 HOQUTAM AVENUE NE RENTON, WASHINGTON DATE: FIELDBOOK: PAGE: SHEET: OF: 11 20 LO Nt T D W u C0 T O C) C) 1 T Q D J