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Home My WebLink AboutWWP2703294.1SW1/4 NE1/4 SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. i : 855 GRAHAM AVE NE E r f IE=470.31 IE=469.95 IE=469.25 IE=469.20 � I 6 SS 6 SS 6 SS 6 SS S=2.00% S=2.00% S=2.00% % S=2.00% _ BEGIN PROJECT _ _..o _ _ u.. _ _ ___ �__ _ _ _ -.w �FE.477- ac- 6 `1 >.. 416 - CSC HA, T i MH 2 ao ao + _ + 04 +1 cv 259 LESS 8" PVC S=0.005oSET/Ft 8" PVC SS SS SS __ f 20 0 20 40 1 "= 20 ITS I Scale Feet 7.9 5? GRAHAM AVE NE �� ASS iA i� �- � r AH 1 EDGE ASP�fALT ao -� • 4, 1Lo END.. PROJECTucx _ r�- ." F o CONNECT TO EX. N, o SANITARY SEWER 17 Ilk LOCATIONS SHOWN FOR UTILITIES ARE APPROXIMATE. H PRIOR TO STARTING CONSTRUCTION `W H A CONTACT ONE CALL (1- 800-424-5555) FOR UTILITY LOCATIONS i, BENCHMARK BASIS OF BEARINGS C20 coo $,r.,Q,E o�. _ CITY OF RENTON NO. REN1907 CITY OF RENTON - NAD83 (1991) �Ie-9114 AYE N3 FOUND CHISELED SQUARE IN THE SOUTHEAST jRZryC,)A R G-SToe^"MO� liy, CORNER OF THE CONCRETE FOOTING FOR MAILBOXES ON THE WEST SIDE OF HOGUTAM PER 0- 1" or ��^� W o2a.Z.lC AVENUE N.E. - ADJACENT TO HOUSE NO. 12014 VERTICAL' DATUM Z ELE. 472.676- U.S. FEET - NAD83(1991) CITY OF RENTON - NAVD (1988) STD DA RDS 470 ...---'.......:....................................... ............................ ... 8"-..PVC:....-,.-n.onrn..cT../L-r----- .;....... ......... ..:............... ...;_...:.........._..;------....----..:....................._.._..._..._..;........ ...........................................:............ a+oo......---.............................................:.... 1 �flQ..............._....................................................................._... 200................_....... I No. I Date I By I Ckd. Revision :.. . .............3--+00 ............... VS R. N. PARNELL COMPANY Drawn pprved- y��. y CIVIL ENGINIMIldG ENGINEERING MANAGEMENT Mai 4422187th Place S.E. Checkedy: Issaquah, WA 98027 RNP Scale: 20� Phone: (425) 643-3560 Fax: (425) 641-5095 EX ...S.M H ...................480...... . RIM=475.90 IE=467.90 IE=467.80 �NEW): EX.) 5 0 5 10 1 "= 5' vertical scale feet 20 0 20 40 1 "=20' horizontal scale feet BRETT HOLMES 32104 2ND AVE SW FEDERAL WAY, WA 98023 (425) 254-0049 (206) 375-1345 SEWER GENERAL NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AT 235-2620. ALL,STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT 72 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK 1N THE RIGHT OF WAY. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED Y WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS, 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR' RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AN6 OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED � BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON 'THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED, 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHA BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3 1�j OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRI I E 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. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN kVE-D_ AREA COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 6" MANHOLE FRAME AND COVER SEE DRAWING BR29 NOTES: 12" MrX24" ADJUSTMENT (4- MIN.) 1, STEPS TO BE 3/4' 0 DEFORMED BAP GALVANIZED SAFETY STEPS OR EQUAL ONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. LIBBER GASKETED JOINTS 3. CASTING TO BE PER DRAWING BR29IN ACCORDANCE WTH ASTM C-443 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST _CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. STEPS - 3/4' DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED) " WITH A HIGH SOLIDS URETHANE COATING; ONCRETE RISER BY PIPE INC., WASSER MC-CONSEAL OR APPROVED EQUAL; 7' MIN• OR APPROVED EQUAL Cacti OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 8, CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. AX. PIPE SIZE - 'E' 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK 72. (tm) ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL R-STD. ALUMINUM �/�RLVANIZED STEEL MORTARETE FILLET SHELF 'A' 'B' 'C' 'D' 'E' 48' MH 48 6' MIN. 5'MIN 24" MIN. 21" I.O. 1� BASE SECTION 54' MH 54" 8" MIN. 5.5 MIN. 24 MIN. 24" I.D. �.rRECAST R CAST IN SHELF. 60' MH 60- 8' MIN. 6- MIN. 42 MIN._1 30' I.D. i r SANITARY MANHOLE: TYPICAL DETAIL 6- MIN. (TYP) ADOPTED CrT OF BEHIM SANITARY MANHOLE TYPICAL DETAIL S*•NDAM a1.1e s ac.am m 07" 48. W . ear WARM ES I f..s I- ia' DAM +z/96 NOT TO SCALE +9 m,en ,W 6cv rc s . + L. WT M f SLY A9 DATE I REVISION 113Y DWG. NAME: BR28 SP PAGE: 8071 o� SANITARY MANHOLE TYPICAL DETAIL 24' 24'x 6" FRAME AND UP PER DRAWING BR29. 4' MIN. TO 12" MAX. m in 0 12" iv - w m a a 4" Ix' S4" a `' - `. *': a r. `v m 0 3 a NOTES: 1. STEPS TO BE 3/4. 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. 6. ALL JOINTS SHALL BE GROUTED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING: WASSER MC-CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL S- SANITARY SAAUDW MANHOLE TYPE B ADOPTED aTr a earou .�+ arum.® awe 1ST UM 12/96 10 7 as" NOTES WV.9 s r�+,m fiolcs Ery DWG. NAME: BR37 SP PAGE: 8072 OA SANITARY SEWER MANHOLE TYPE B SHALLOW HOLMES SANITARY SEWER EXTENSION SEWER PLAN & PROFILE 855 GRAHAM AVE NE RENTON, WA 98059 TAX LOT NUMBER: 4279200130 Sheet 1 Of 1 SCANNED MAY 112006