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Home My WebLink AboutR-3663111, R ALLOEIANCES !�� WiItlAL .aaaar TINA rarTM a9FO,�DOR RAN611CflElE ,P Au rasr,.LrPE ,r W N ts,D.svac aecml C� 50YO wNLPVC ,r tsm.srEC.aec,11n1 Q mofa>_w,uvNC ,r ryTO. soEC.aaa,T(ztl 0 Ncnru I. AaaotalxWb Nenlaa ore b belebasllevvn In the PRECAST EASE SECTION, f6 (Pbrd aeendb9 b Sa SWp SpxJllmlbm),w Ylae mesh heAV a,I'AIa,l11a BIBa of 0.129eII9Ie lndlec W ba shat ba red aSh IhB niiaan mlpAm mbm ela blot ALTERNATIVE PRECASTEASEBECIION. vaemed,ehrro Wplsrdbda z. me badeln d�,nterahea nor he V,edetlhr 20'. lDbdalb ehd heveaaY Wdv,a®d2'mNYnunb2S marinum. PmNdea lS �rSap=abfmWed stlq�papAw�N,WoY da Wan Ia'fe„daN SpetllraSOn 9a4a. 3. The madvr depth km ft teatl,ed 9mde to the bAealplpa overt al,d ee s. 4. Thera,ee 19mb mat be YNbled wWltla Sel19edpa,I. S. Tim P,eo.t Ere SecEon m have a mulMed floor, anti as vane may Ce Hoped eta nab d 1:24 orebepel. S. The apetiC ahNl»I,MNelaed etbe bpame permtber sec0pn. T. NpUWh stwL Ere Wm fddbtbe brb hr been Placed. S. 9 MSpatll 9M:s.W ba eelM morbrin ermdelwe aMM1 e NOTE, ALT911ATIVE PNRCY YKaECIIEN PUBLIC WORKS CATCH BASIN TYPE 1 DEPARTMENT STD. PLAN - 200.00 MARCH 2008 r -e"I \ I I / L ,b- e. err vx (roT xaiem x ®crop PLAN NEW CATCH BASIN CUTTER PAN s Ip- °0rwme v a Ve 3 (nr Nnu®N r coq sECnoH a,R iT a w,u ea� .N� SECTION 0 nra uaI ox «u:T (wr Ncuom N m mv) axe exo cuTrtx CEMENT CONCRETE CURB AND GUTTER PLAN SHEET 1 OF 1 ADOPTED CRT OF NENTVN ♦ a STANDMD PIANS Lot DATE: 04104 DWG. NAME: F001 SP PAGE: /I Utility Smditcabons Surface Water Drainage Notes and Specifications THESE NOTES SHALL APPEAR ON PROTECTS FOR THE SURFACE WATER UTILITY. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENT'ON PLAN REVIEWER. 2. All construction shall be in accordance with the 1996 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 Departrnenk. 3. The surface water drainage system shall be constructed according to the approved plans, which are on file in the Public Works Department Any deviation from the approved plans will require written approval from the City of Renton Public Works Department, Surface Water Utility Section. 4. A copy of these approved plans must be on the job site whenever construction is in progress. S. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datum 1983 /1991 Meters unless otherwise approved by the City of Renton Public Works Department Reference benchmark and elevations are noted on the plans. 6. All sedimentation/erosion facilities must be in operation prior to clea ring and building consbuction, and they must be satisfactorily maintained until construction Is completed and the potential fo on -site erosion has passed. 7. 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 Woks Deparftnent, Surface Water Utility Section. B. Grass seed may be applied by hydroseeding. The grass seed mixture, other than City of Renton approved standard mixes, shall be submitted by a Landscape Architect and approved by the Public Works Department, Surface Water Utility Section. 9. All pipe and appurtenances shall be laid or a properly prepared foundation in accordance with Section 7 -02.3(1) of the current Slate of Washington Standard Specification fo Road and Bridge Construction. This shall include necessary leveling of the tench 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 or a uniformly dense, unyielding base. All pipe bedding shall be APWA Class "C", with the exception of PVC pipe. All trench back ill shall be compacted to ny 'nimunr95% for pavement and structural fill and 90% otherwise per ASTM D-1557-70. Pea gravel bedding shall be 6 inches over and under PVC pipe. 10. Galvanized steel pipe and aluminized steel pipe fo all drainage facilities shall have asphalt treatment #1 or better inside and outside. 11. Structures shall not be permitted within 10 feet of the spring line of any storm drainage pipe, or 15 feet from the top of any channel bank. 12. All catch basin grates shall be depressed 0.10 feet below pavement level. 13. Open cut road crossings through existing public right of way will not be allowed unless specifically approved by City of Renton Plannirg /Building/Public Works Administrator. 14. Rode fo erosion protection of roadside ditches, where required, shall be of sound quarry rack placed to a depth of one (1) That 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. 15. 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. 16. 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. 17. The Contractor shall be responsible for providing adequate safeguard, safety devices, protective equipment, fiaggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the perfomwnce of wok covered by the contract. Any work within the traveled right of way 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. 18. Special drainage measures will be required if the project location is within the aquifer protection area (APA). %WMIri 0 +00 1 +00 NE 6TH STREET SCALE: HORIZ 1 " =20' VERT 1 " =10' 26' � ► 16' 0.5' _ 6 1 .E 14'f 2_O;S_-_-�_ PAVING NOTE THE PAVING PLAN WILL COMPLY WITH THE CITY OF RENTON'S TRENCH RESTORATION AND STREET OVERLAY STANDARDS J V O D: SAW CUT 6" MIN FROM EDGE OF PAVEMENT, - MATCH TO EXISTING PAVEMENT EDGE R -36631 I 2.0% 4" COMPACTED DEPTH CLASS B' ASPHALT - 2 LIFTS REQUIRED 6" COMPACTED DEPTH - CRUSHED SURFACING TOP COURSE 12" GRAVEL BASE AS NEEDED - QUEEN AVE. NE 25 16'- 14'± 2. OX 4" COMPACTED DEPTH CLASS B" ASPHALT - 2 LIFTS REQUIRED 12" GRAVEL BASE AS NEEDED 6" COMPACTED DEPTH - CRUSHED SURFACING TOP COURSE 12" GRAVEL BASE AS NEEDED NE 6TH S TREE T RECOMMENDED FOR APPROVAL BY BY BY BY BY 0 4 rn® 2 +00 C gal OJ M SAW CUT 6" MIN FROM ED- 6F PAVEMENT, MATCH TO EXISTING PAVEMENT EDGE 0.5' 1 2.0% DATE DATE DATE DATE DATE • u y A g LUA 07- 140 -SHPL W N 1 C� 50.00• VC cT' tZT Q Z 0 Z W Z5 (I O � z "K Q Z O Ln +- N rn PVI STA = 1 +75 .. M 400 - -- - - -- - -- - - - -- -E PV - 400 V ELEV 992:06 w 4.19 > W 1 7:43 m m EX PRG= PROPOSE "PROFILE - -..- .-- --- - - -. .. - - - - - -I 390 - _- -_. - - - - -._ -_.. - 3.24% - --- - - - -- - -- -. -- - - - --- - -- -� 390 E16L--12"O HOPE STA 37, 15.5`RT 380- --- - - - --- - -C-B#I- YP I - ..- - - - - -- - -- - -._._.... - - - -- - - - - -- - -- ___._ __..-- ---- -___... __...- -: 380 RIM 3 6:511 DATUM ELEV _. :.: _. INV 3 4.51 - -- :_ -.: - %WMIri 0 +00 1 +00 NE 6TH STREET SCALE: HORIZ 1 " =20' VERT 1 " =10' 26' � ► 16' 0.5' _ 6 1 .E 14'f 2_O;S_-_-�_ PAVING NOTE THE PAVING PLAN WILL COMPLY WITH THE CITY OF RENTON'S TRENCH RESTORATION AND STREET OVERLAY STANDARDS J V O D: SAW CUT 6" MIN FROM EDGE OF PAVEMENT, - MATCH TO EXISTING PAVEMENT EDGE R -36631 I 2.0% 4" COMPACTED DEPTH CLASS B' ASPHALT - 2 LIFTS REQUIRED 6" COMPACTED DEPTH - CRUSHED SURFACING TOP COURSE 12" GRAVEL BASE AS NEEDED - QUEEN AVE. NE 25 16'- 14'± 2. OX 4" COMPACTED DEPTH CLASS B" ASPHALT - 2 LIFTS REQUIRED 12" GRAVEL BASE AS NEEDED 6" COMPACTED DEPTH - CRUSHED SURFACING TOP COURSE 12" GRAVEL BASE AS NEEDED NE 6TH S TREE T RECOMMENDED FOR APPROVAL BY BY BY BY BY 0 4 rn® 2 +00 C gal OJ M SAW CUT 6" MIN FROM ED- 6F PAVEMENT, MATCH TO EXISTING PAVEMENT EDGE 0.5' 1 2.0% DATE DATE DATE DATE DATE • u F 0 y A g m z N W N 1 C� NIOr► tZT Q Z Z W Z5 (I O � z "K Q Z O W "K Nz a M F 0 N O O I y A g m z N W J 1 C� NIOr► tZT Q Z O � z Q O W � Nz N O O I y A m z 1>3 1 5 m y °n 00 NIOr► tZT n r' W