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Home My WebLink AboutS-377101N CO L0 O O T D N W Q 2 2 H O z s w z 7. 1 -L .B. NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTIM C -443 STEPS — POLYPROPYLENE STEPS SHALL BE INCLUDED UONCRETE RISER BY PIPE INC., DR APPROVED EQUAL, LADDER— POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE — 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. NOTES: 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 SHAH BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RWGS. BRICKS AND MORTAR QM j, BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BLOND OR 1/2 BOND. THE USE OF SHIMS IS PROMEN TED. 7. SANITARY SEVER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING. COATED (SEALED) WTH A HIGH SODS URETHANE COATING: WASSER MC- wAROSHIELD OR APPROVED EQUAL: COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 9. CMIMN EL HEIGHT SHALL BE A MINA OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SMALL 13E MADE USING GPK ADAPTOR, KOR —N —SEAL BOOTS OR APPROVED EQUAL. 11. W UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6' AND A MAXIMUM OF 12" ABOVE FLASHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURER AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN All DIRECTIONS TO MATCH PAVING. 400.1 •/, • PUBLIC WORKS STANDARD SANITARY MANHOLE STD. PLAN -� DEPARTMENT SEPTEMBER 2011 BI>YTHOLES - 3 PLCS EQUALLY SPACED 12,r APART ON 23 1/16' (586mm) DIA B.C. (SEE DETAIL) —,"*> Is RENTO SEWER o Q` COVER & FRAME PLAN VIEW 25' DIA. [635nn) 1' 3/4' [25r+nl u9r,1 I � 8 3/4' 2 112' Imo--- 1222ro+1 164rvml TYP COVER SECTION VIEW 26 112' DIA .A. .8. .C$ ,D. .E, 480 MH 48. 6• MIN. 5"MIN 1 - 240 MIN. 21" If 54n MH 54" 8' MIN. 5.5" MIN. 240 MIN. 24" I.D. 600 MH 60" 8" Mitt. P MIN. 1 420 MIN. 30" I.D. NOTES: 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 SHAH BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RWGS. BRICKS AND MORTAR QM j, BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BLOND OR 1/2 BOND. THE USE OF SHIMS IS PROMEN TED. 7. SANITARY SEVER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING. COATED (SEALED) WTH A HIGH SODS URETHANE COATING: WASSER MC- wAROSHIELD OR APPROVED EQUAL: COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 9. CMIMN EL HEIGHT SHALL BE A MINA OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SMALL 13E MADE USING GPK ADAPTOR, KOR —N —SEAL BOOTS OR APPROVED EQUAL. 11. W UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6' AND A MAXIMUM OF 12" ABOVE FLASHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURER AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN All DIRECTIONS TO MATCH PAVING. 400.1 •/, • PUBLIC WORKS STANDARD SANITARY MANHOLE STD. PLAN -� DEPARTMENT SEPTEMBER 2011 BI>YTHOLES - 3 PLCS EQUALLY SPACED 12,r APART ON 23 1/16' (586mm) DIA B.C. (SEE DETAIL) —,"*> Is RENTO SEWER o Q` COVER & FRAME PLAN VIEW 25' DIA. [635nn) 1' 3/4' [25r+nl u9r,1 I � 8 3/4' 2 112' Imo--- 1222ro+1 164rvml TYP COVER SECTION VIEW 26 112' DIA 00 [673rw%l FOUND TACK & LEAD 25 1/4' DIA 0 co rn E641mml r 1 1/16' 1/4' (6mO DIA STA. 10 +00, NE 7TH 127nn1 00 NEOPRENE GASKET D 6' [ 152mm ) 5/8' J 23 3/8' DIA CL OPEN t 16r�n1 [594nn1 27 5/16' DIA [694nn1 34 1/6' DIA COVER BOTTOM VIEW 3) BLT SOC. (ALLEN HEAD) 5/8' -11 X 1.5 SS \, RUBBER WASHER EON BOLTING DETAIL 1/4' 1 1r16' Ci6wa�l � Ec�7e+rel 1 13MMI ER3mml GASKET GROOVE DETAIL LOO 7nn1 NOTES: FRAME SECTION VIEW I. ALL COVERS SMALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 371701 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY ..SEWER "), OR WATER (SPECIFY "WATER "). PUBLIC WORKS STD. PIS' — 401 • DEPARTMENT MANHOLE FRAME AND COVER DECEMBER 2008 OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425- 260 -3412 CONTACT: DARRELL OFFE, P.E. A PORTION OF THE NW 1/4, SE 1/4, SECTION 9, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON MONROE AVE. NORTH INT'X MONUMENT 00 FOUND TACK & LEAD x z 0 co rn IN MONUMENT CASE r rn STA. 10 +00, NE 7TH STREET 00 D 0 0 0 i 0 0 i.' OD 0 i 8" wM 7 m ) i •t; I D =} l; U) 311 46LF 8' ! i ' I t' I ? I ' 1 CD z . �yvL. ...... o� AN. q. 2-0 .• 27460 •: O •-• 0 /STE :•'0,� 4NAL 01/06/2015 NO. Or �,�,wt StA ff 1 tF .. s„ , i M IN. ,�F ELEV. =402.0 I MIN. FF ELEV. =402.0 I 27.5' UTILITY EASEMENT MIN. FF ELEV. =404.0 NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL W Z rn o LIJ V) U M s� L 3 W m W 0 Z W c6 a- m w 405 ° o 610 H V) V) 400 395 390 -, CIE =398.0 I, PIERCE AVENUE NE END OF ROAD STA. 42 +47.06 405 1 SSMH# 1 TYPE 2 -48'' EX. SSMH RIM= 400.26 RIM = 399.72 IE= 393.26, 8" OUT) IE= 391.16, 8" OUT) IE= 393.369 8" IN) IE= 391.26, 8" NEW) 461-F 8" PVC SS ®S =4.35 40 +00 41+00 MAPPING SITE SU SOME. do DESIGN: SCALE D.L. OFFE, P.E. Dt>tAtwlt D.L OFFE, P.E. aNE rMr�I a+MKM AT FML SOME F Wog ow mw REVISION BY DATE I APPR Sa+E AOOOOMMMY VornrM: WND 1 M WWZOWTA - W 11163 /1 W DATU M SSMH #2, TYPE 2 -48" RIM= 402.84 IE= 395.84, 8" OUT) IE= 396.00, 6" IN) 42 +00 A= M CITY OE RENTON Planning /Building /Public Works Dept. 395 390 1 NOTE, EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG, 811 5 -311 101 GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet RECOMMENDED FOR APPR VA By, Date, By, Date, By, Date, By, 4 Date, 2-Js—la*40 NE 7th NORTH PHASE 2 01/06/2015 SCOTT DONOG H HOMES, INC. �=L- R%M. SANITARY SEWER PLAN & PROFILE °RIN" Nm 3518 NE 7th Street i SHM. 8 - K.13 go � T T 00 zi x z 0 co rn r rn O oo 00 D 0 0 0 0 0 0 PIERCE AVENUE NE END OF ROAD STA. 42 +47.06 405 1 SSMH# 1 TYPE 2 -48'' EX. SSMH RIM= 400.26 RIM = 399.72 IE= 393.26, 8" OUT) IE= 391.16, 8" OUT) IE= 393.369 8" IN) IE= 391.26, 8" NEW) 461-F 8" PVC SS ®S =4.35 40 +00 41+00 MAPPING SITE SU SOME. do DESIGN: SCALE D.L. OFFE, P.E. Dt>tAtwlt D.L OFFE, P.E. aNE rMr�I a+MKM AT FML SOME F Wog ow mw REVISION BY DATE I APPR Sa+E AOOOOMMMY VornrM: WND 1 M WWZOWTA - W 11163 /1 W DATU M SSMH #2, TYPE 2 -48" RIM= 402.84 IE= 395.84, 8" OUT) IE= 396.00, 6" IN) 42 +00 A= M CITY OE RENTON Planning /Building /Public Works Dept. 395 390 1 NOTE, EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG, 811 5 -311 101 GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet RECOMMENDED FOR APPR VA By, Date, By, Date, By, Date, By, 4 Date, 2-Js—la*40 NE 7th NORTH PHASE 2 01/06/2015 SCOTT DONOG H HOMES, INC. �=L- R%M. SANITARY SEWER PLAN & PROFILE °RIN" Nm 3518 NE 7th Street i SHM. 8 - K.13 go � T T Z zi x z D C N �z 4 tJ m D fi 7 1 'J • D �l Z C G n� `Z m D O D Z G1 2 C m Z O x z D • F- Z `J= N tJ 8 O D