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HomeMy WebLinkAboutWWP2703613.10P P 00 O W 1 Z O U CITY V. 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & O SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES 0 DURING CONSTRUCTION. a: 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS O Lc) ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE LAN F_ V 0 MLUASNTN BE /OBTIAINED/PR ORICTO OBEGINN BEGINNING RKS DEPARTMENT. ANY WORK WITHIN PUBLITRAFFIC GHT OF WAY. L P 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE W CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO [� AVOID DAMAGE OR DISTURBANCE. (n 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR _.J O W TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO a = SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL > BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE V GO W CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN o Q ADVANCE OF BACKFILLING ALL CONSTRUCTION. Z m 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION N SITE. C4 N 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY IV- OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. a Lo 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF Q y THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED LO o PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. _v 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A C O O LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY E- 4 3 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 nW�� ` DESCRIBED. c 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY 0, SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS <v 'S OTHERWISE APPROVED BY CITY OF RENTON. U7 C 0 0 �v+ 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, E' AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS c UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 1 1; o.0 a-° REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE N SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE 3 COMPLETION OF CONSTRUCTION. o -0 o'o Za 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN Z ~ ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON 3 `-'< 0 PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE 0 WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY o OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE E' 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 DO w z" � o DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND � = a z N Z o BELOW THE PIPE. J O U N o a 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D w 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE x WASTEWATER UTILITY, O N 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. II o oV w o < 4 > _N > Z '3 3 u it O N EL U O 0 V Q rn a_ i `� `� (GE ul) Q Ln Ln N N Ld tip w� x00 O Lq } } } E m \ 0 W rn v � v I 6 N I Z Z °�°L&jO (n a > LLj c W W C` W % _ U o 3 fY � 0 W W (j t/ 1 t/1 N W Q ix ir J tR Z _: O �- N Z W F- Z > V) N W d Q� Q � Z W Z Q PO CV N z �CK z Z � co 0000 wz CN Q I r I .- LLj Z Ln LC) (� Z L(7 F N LO N LO W W N Z cV 04 J 0: Y c.) V) 6" BUILDING SEWER PIPE TEE WITH 6" SIDE OUTLET 6" 'SIDE S 1: 3; 5 MIX CONCRETE BLOCKING SANITARY SEWER NOTES AND DETAILS FOR I I / A PORTION OF THE SE 1/4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M. KING COUNTY, WASHINGTON PROPERTY LINE za. 60" ALLOWABLE MAX, FOR CAST IRON PIPE OR DUCTILE IRON PIPE. �rtG� G 27 MIN SLOPE HORIZONTAL 6" SIDE OUTLET TEE TL SEWER 6" MIN. MAIN O�2NOR _T.E_BLa K€RRQ ANQLE OF TEE AT MAIN OVER 25 CONNECTION ELEVATION FIXTURE I BUILDING SEWER M p� zI 2"x 4" STUD MARKING POST PAINTED L6>�>�" WYE WHITE WITH THE WORD "SEWER" STENCILED SURFACE CLEAIIOUT WITH IN 3" HIGH BLACK LETTERS AND #6 WIRE CAST IRON RING & COVER w WRAPPED AROUND THE STUD AND {EAST JORDAN IRON WORKS EXTENDED 7Q THE TOP al" THE STUD. 2975 OR APPROVED EQUAL„ �- SPECIFY "SEWER" ON LID, SEE STD. PLAN 4D3.1 FOR INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIOi�iS TO MAIN LINES ARE AS FOLLOWS - A. VITRIFIED CLAY MAIN'- CUT IN A NEW TEE USING FLEXIBLE COUPLINGS {I ERNCO OR APPROVED tOUAL). B. CONCRETE MAIN - CORE -DRILLED W€�H A ROMAC SADDLE (OR APPROVED EOUAL)> C. PVC MAIN - CORE -DRILLED WITH A RaMAC 'SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. p. ©UCTILE IRON MAIN -CORE-DRILLEi7 WtTH A ROMAG SADDLE (0ti APPROVED EQUAL) E. MANHOLE -ALL CONNECTIONS TO MANHOLES SHALL HE AT MANUFACTURED KNOCK -GUTS OR'THE STRUCTURE SHALT. BE CORE -GRILLED. NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER' AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER, R MAIN TYPICAL SIDE SEWER ELEVATION PUBLIC WORKS STANDARD SIDE SEWER DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) BOLTHOLES -- 3 PLCS EQUALLY` SPACED 120- APART ON 23 1/ 16' (586mm) DIA B,C, (SEE DETAIL) COVER & FRAME PLAN VIEW 25' DIA, L535riml 1' 3/4' 25mml C13mm7 �I2€ -8-3/4'� 2 1/2` - 1222mml 164mml TYP COVER SECTION VIEW 26 112' DIA T67Imml 25' 1/4' DIA r641mml 1 1/16' (6mm) DIA 127riml I A1152mMMI 4 5/W j 23 3!B' DIA CL OPEN I L16mm7 C594mml 27 5/16' DIA�� G694mm7 34 1/8' DIA STD. PLAN 408.1 SEPTEMBER 2011 BILT SOC, (ALLEN HEAD) 51V-11 X 1.5 SS RUBBER WASHER 1/4' Cbmr? 127mma 1/13' r.3mm7 I/8' LR3mrn1 CASKET GROOVE DETAIL L667mm] NOTES; FRAME SECTION VIEW 1, ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No, 3 a 17C1 OR EQUAL, 2. USE FRAME AND COVER FOR STORM (SPECIFY „DRAIN" ON COVER), SANITARY (SPECIFY „SEWER"), OR WATER (SPECIFY "WATER"') S 361310 � x p STD. PLAN -- 401 t�l"-`�, PUBLIC WORKS '�-° � tt DEPARTMENT MANHOLE FRAME AND COVER DECEMBER 2008 W (SEE NINE 4) LIMITS OF PIPE ZONE BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 6) --\ FOUNDA {ION LEVEL BEDDING FOR SANITARY SEWER �1PE PIPE NOTES: 1. PROVIDE' UNIFORM SUPPORT UNDER BARREL,. 2, HAND TAMP UNDER HAUNCHES, 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE, HAND TAMP ONLY, 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY' SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS, THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, 5. TRENCH BACKFILL SHALL CONFORM TO " BACKFILL€NG" IN THE SANITARY SEWER SECTION OF THE ST.ANDAR- SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN' PER FOOT OF PIPE DIAMETER SHALL. NOT BE USED IN 71 LL MATERIAL. 6, PIPE ZONE MATERIAL SHALL3E AVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES S- _ION OF THE STANDARD SPECIFICATIONS. 7. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. PUBLIC WORDS DEPARTMENT 7' I PIPE ii3EDD1N STD. PLAN 405 FOR SANITARY SEWERS j MARCH 2008 MANHOLE FRAME AND COVER` SEE STD, PLAN 401 ADJUSTMENT RUNGS (2" MIN,) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 GONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS POLYPROPYLENE STEPS SHALL BE INCLUDE[ CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL, LADDER -POLYPROPYLENE SHALL BE ATTACHED TO 'MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. i NOT TO SCALE 1 16,. tc, Y_� <E, t 48 MH r 48" 6" MIN. 5"MIN I.D. 54" MH 54" 8" MINI, 5.5" MIN. 24" MI' . D, 60" MH 60„ 8" MIN, 6" MIN. 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2, STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED: 3. CASTING SHALL BE PER STD, PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5, ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED,. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED. 7, SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING C,-, ANELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WA- - D OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM :43. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAME'ER OF THE LARGEST PIPE. 10, CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11, IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A: MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE, IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS' P 400�1 UBLICT WORKS STANDARD SANITARY MANHOLE----------- SEPTEMBER 2011 -1/2 PLUG AS DAM TEE OF APPROPRIATE SIDE a SEE NOTE 6 , s • a. - "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL 90' BEND 3/4 THE DIAMETER OF THE DOWNSTREAM PIPE NOTES: 1, INSIDE DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE WASTEWATER UTILITY SECTION. 2. ALL PIPES AND FITTINGS SHALL BE SIMILAR SIZE AND MATERIAL AS IN' iING MAINLINE. 3. M t � E MANHOLE FOR INSIDE DROP CONNECTION SHALL BE 60'' DIAMETER. 4. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 5, WITHIN A 60 DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE DIAMETER OF THE INSIDE DROP PIPING IS 12". INSIDE DROPS EXCEEDING 12" IN DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE. 6. "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL SHALL_ BE INSTALLED WITH N 6" OF BOTH BELL AND SPIGOT ENDS OF EACH DROP IF DROP PIPE LENGTH EXCEEDS x FEET THEN __R STRAPS SHALL BE INSTALLED WITH A MAXIMUM SPACIN( FEET ON CENTER, BRACKETS SHALL BE ATTACHED UTIL-LING STAINLESS STEEL EXPANSION BOLTS; MIN. 2 EACH AT CONNECTION POINTS, PUBLIC WORKS INSIDE DROP` CONNECTION DEPARTMENT FOR SANITARY MANHOLE STD, PLAN - 402.2 AUGUST 2011 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1 /8" 1/2" RAISE-1 /2" - WIDE BORDER MAM %i€�%� �7,. 7 - 3�4' 8' 15" CAST IRON RING AND COVER PIPE MATERIAL AS BY THE ENGINEER 6" OR 8" CLEAN -OUT DETAIL 12 "/ C FIBEF PACK 45' (1 /8) PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. CONCRETE CLASS 3000 NOT TO SCALE CITY OF RENTON DEPARTMENT OF PIJBL_IC WORKS CHECKED FOR COMPLIANCE TO CITY STANDARDS SANITARY SEWER NOTES AND DETAILS DESIGNED CP DATE 8/ 18/ 11 FILE NO. LUA 03- DRAWN AJ CHECKED SCALE FIELD BOOK APPROVED I� i OF PUBLIC WORKS SHEET L OF 32