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Home My WebLink AboutzS-3400Sete V m & ao CD o0 �2 � o i 0 ma ._ - -- ._ E OJ _. -_ - W - zv ~�a zg m w~ 0 x o_ \ 17 Y W a 6; ro Z gg2 S °o Lo 4x1 IL E N. E. 1/47 OF SEC. 157 N., ■' W.M. CITY OF RENTiON7 WASHINGTON Oy KZ Z y Z V (p} W �007 0 5 10 20 � r EX. CB �Z,, TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND o I i " ` RIM= 436.31 r INV= 432.56 (12 ADS-N) - NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH Z y INV= 432.65 (12 "ADS -S) / "ADS BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. o w '-EX. CB INV= 432.65 (12 -W / 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE Q STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION o RIM = 437.23 _ INV= 430.58 (12"ADS -W) a ----- - I INV= 430.58 (12 "ADS Fa -� - STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE - - - -- ------ - - - - -- I -- - - - --_ __ -SD I EX. CB 04 -4--- RIM = 437.15 y -_ UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL n W M+4 D_ SD - SD - I EX. CB RIM =jk36 87 ^=- INV=X4.33-2-0 1OADS -N) ® z W EX. SSMH -w -w -w RIM= 437.90 INV=433.1b rB-P `VC --Tq)- w -,yl -w w w MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST 0 IN V= 433.10 (8"PVC -E) 0 I s s s -- s _ _ - 1�1 o MATCH EX. N.E. ti --- s s �_ s _.-- s -'"- s s a A a �4 CURB /GUTTER h s --- s u & SIDEWALK a Z EX. SI EWALK a. � d -_ - Q S88'22'17 "E e V m & ao CD o0 �2 � o i 0 ma ._ - -- ._ E OJ _. -_ - W - zv ~�a zg m w~ 0 x m� a o_ - - - - - - - - - - - - z 0 ^7 O 0 z w w 0' I CD EU 0 1 (') t- i m 3 m N ' 0 I- - - - - - P- �D i C31 ' O c° Z INV= 425.83 (8"PVC -N) INV= 425.73 (8 "PVC -S) I EX. CB RIM= 433.57 INV= 429.47 (12 "ADS -N) INV= 429.47 (12 "ADS -E) INV = 429.47 (12"ADS -S) e -s S �s n H I �I N 00 `n \ o � \� I w __ w EX. �SSMH y RIM -4S8_._ff6w w -� I INV= 430.51 (8 "PVC -N) s INV= 430.51 (8 "PVC -E) ti INV= 430.46 (8"PVC -W) INV= 430.46 (8 "PVC -S) 3 s s -s -s -� i / EX. CB RIM= 438.48 �- INV -433 fi3 (12 "ADS N) 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. 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. x x� U INV= 433.63 (12 "ADS -S) LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM z Oy KZ Z y Z V (p} W �007 0 5 10 20 �Z,, TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND o SCALE 1 = 208 MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE wll NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A --------- m� a o_ - - - - - - - - - - - - z 0 ^7 O 0 z w w 0' I CD EU 0 1 (') t- i m 3 m N ' 0 I- - - - - - P- �D i C31 ' O c° Z INV= 425.83 (8"PVC -N) INV= 425.73 (8 "PVC -S) I EX. CB RIM= 433.57 INV= 429.47 (12 "ADS -N) INV= 429.47 (12 "ADS -E) INV = 429.47 (12"ADS -S) e -s S �s n H I �I N 00 `n \ o � \� I w __ w EX. �SSMH y RIM -4S8_._ff6w w -� I INV= 430.51 (8 "PVC -N) s INV= 430.51 (8 "PVC -E) ti INV= 430.46 (8"PVC -W) INV= 430.46 (8 "PVC -S) 3 s s -s -s -� i / EX. CB RIM= 438.48 �- INV -433 fi3 (12 "ADS N) 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. 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. x Ld INV= 433.63 (12 "ADS -S) LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM z Y i as Qq 0 5 10 20 -� 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND SCALE 1 = 208 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. 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. o w RIM= 437.33 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE -� -- INV = 432.18 (1 2-ADS-N) STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION o OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. m� a o_ - - - - - - - - - - - - z 0 ^7 O 0 z w w 0' I CD EU 0 1 (') t- i m 3 m N ' 0 I- - - - - - P- �D i C31 ' O c° Z INV= 425.83 (8"PVC -N) INV= 425.73 (8 "PVC -S) I EX. CB RIM= 433.57 INV= 429.47 (12 "ADS -N) INV= 429.47 (12 "ADS -E) INV = 429.47 (12"ADS -S) e -s S �s n H I �I N 00 `n \ o � \� I w __ w EX. �SSMH y RIM -4S8_._ff6w w -� I INV= 430.51 (8 "PVC -N) s INV= 430.51 (8 "PVC -E) ti INV= 430.46 (8"PVC -W) INV= 430.46 (8 "PVC -S) 3 s s -s -s -� i / EX. CB RIM= 438.48 �- INV -433 fi3 (12 "ADS N) 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. 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. x �IGONAL�' EXPIM 11/30/08 I EX. CB RIM = 433.38 ! INV= 430.28 (12"ADS -W) 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 UNDER- GROUND UTILITIES 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: 1- 800 - 424 -5555. V. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN INV= 433.63 (12 "ADS -S) 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 :j 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. 0 5 10 20 -� 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND SCALE 1 = 208 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. 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. EX. CB RIM= 437.33 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE -� -- INV = 432.18 (1 2-ADS-N) STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION INV = 432.18 (12 "ADS -S) OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY - - - - - - - - PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS I EX. CB PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM -4--- RIM = 437.15 GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A INV= 434.55 (12 "ADS -W) UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. I 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. �IGONAL�' EXPIM 11/30/08 I EX. CB RIM = 433.38 ! INV= 430.28 (12"ADS -W) 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 UNDER- GROUND UTILITIES 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: 1- 800 - 424 -5555. w L' 0 R z 40 �- -0 P4 0 -, 0 Zia ai Z_ a A w 05 0 z 0 z R z rn W 0 z 2 9.1 113.5 MIX CONCRETE BLOCKING F --- f CD 6" BUILDING SEWER PIPE TEE WITH 6" SIDE OUTLET 6" SIDE SEWER AND BUILDING SEWER 60" ALLOWABLE MAX, FOR CAST IRON PIPE OR DUCTILE IRON PIPE, j�� \-6" SIDE OUTLET TEE SEWER MAIN 6" MIN, CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION L SEWER MAIN PROPERTY LINE FUTURE BUILDING SEWER Lj z \-2//x 4*' STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE I- >_ WORDING //SEWER"/ WITH 3" HIGH BLACK LETTERS, AND #6 WIRE WRAPPED AROUND THE STUD AND n EXTENDED TO THE TOP OF THE STUD, 0 ry a UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN, VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, Dl PIPE AND Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED GON 27. MIN SLOPE HORIZONTAL TYPICAL SIDE SEWER ELEVATION 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 ELEVATI❑N., WHICHEVER IS LOWER, S! z 0 In w z w r. cr- I I K m 6 71 10/17/96 Edited note. DCV AG W O V) L'I wl Lu ADJUSTMENT (4' MIN.) 1, STEPS TO BE 3/4' 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL, CONE 2. 0 j 0 _j ARE INSTALLED, 3. CL RUBBER GASKETED JOINTS m U- uj P-4 CONCRETE. 5, to 0 >� r- 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR uj SURFACES, INCLUDING CHANNELING., COATED (SEALED) 0 0 - - to * Z WASSER MC-C❑NSEAL OR APPROVED EQUAL; OR APPROVED EQUAL. olo t[ -ITO? 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE Z 2_ oc 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE F- _j V) w i i _j DIAMETER OF THE LARGEST PIPE. MAX. PIPE SIZE - 21' I.D. w L' 0 R z 40 �- -0 P4 0 -, 0 Zia ai Z_ a A w 05 0 z 0 z R z rn W 0 z 2 9.1 113.5 MIX CONCRETE BLOCKING F --- f CD 6" BUILDING SEWER PIPE TEE WITH 6" SIDE OUTLET 6" SIDE SEWER AND BUILDING SEWER 60" ALLOWABLE MAX, FOR CAST IRON PIPE OR DUCTILE IRON PIPE, j�� \-6" SIDE OUTLET TEE SEWER MAIN 6" MIN, CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION L SEWER MAIN PROPERTY LINE FUTURE BUILDING SEWER Lj z \-2//x 4*' STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE I- >_ WORDING //SEWER"/ WITH 3" HIGH BLACK LETTERS, AND #6 WIRE WRAPPED AROUND THE STUD AND n EXTENDED TO THE TOP OF THE STUD, 0 ry a UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN, VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, Dl PIPE AND Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED GON 27. MIN SLOPE HORIZONTAL TYPICAL SIDE SEWER ELEVATION 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 ELEVATI❑N., WHICHEVER IS LOWER, S! z 0 In w z w r. cr- I I K m 6 71 10/17/96 Edited note. DCV AG W O V) L'I wl 2+00 011161 440 9611111 9A TUAf ELE V 420.00 0+00 MORTAR FILLET N. ZrA,l _F 0 SEE DRAWING BR29 NOTES ADJUSTMENT (4' MIN.) 1, STEPS TO BE 3/4' 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL, CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS 0 < 0 _j ARE INSTALLED, 3. CASTING TO BE PER DRAWING BR29, RUBBER GASKETED JOINTS m U- IN ACCORDANCE WITH ASTM C-443 CONCRETE. 5, to 0 >� r- 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING., COATED (SEALED) 04 +n 0 - - to * CONCRETE RISER BY PIPE INC., WASSER MC-C❑NSEAL OR APPROVED EQUAL; OR APPROVED EQUAL. olo t[ -ITO? 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE w 01 7>1 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE F- _j V) w i i _j DIAMETER OF THE LARGEST PIPE. MAX. PIPE SIZE - 21' I.D. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK cn w ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. E 173'-8" PVC 0 0.50X W 2, TYi 8 -54" r Rl�.50 SSMH# 1 INV=42S.2,3 (60y' RIM=4.46.5:h (MATCH PAVING) INV=4M06 (8m) NEW INV=428.20_------__ SEME EX. INV=428.10:k (VERIFY) 1"=20' HORIZ. 1"=5' VERT. co 04 to ui ui to c6 2+00 011161 440 9611111 9A TUAf ELE V 420.00 0+00 MORTAR FILLET N. ZrA,l _F 0 SEE DRAWING BR29 NOTES ADJUSTMENT (4' MIN.) 1, STEPS TO BE 3/4' 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL, CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED, 3. CASTING TO BE PER DRAWING BR29, RUBBER GASKETED JOINTS 4, MANHOLE SECTIONS TO BE OF REINFORCED PRECAST IN ACCORDANCE WITH ASTM C-443 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; CONCRETE RISER BY PIPE INC., WASSER MC-C❑NSEAL OR APPROVED EQUAL; OR APPROVED EQUAL. COLOR 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. MAX. PIPE SIZE - 21' I.D. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. LADDER—STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF, SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE 10/17/96 EDITED TEXT 3/8/95 ADDED NOTE, EDIT TEXT 2�`m 0" =="ANIE AND _P FER DRAVANS BR29, S-1 PA.-E B074. r. - kI0TF'_-;: AFETY ' _rl STE ::" TO DE 31—': cA DE='3Rk,=D _AF. "42VA ' ',IZED '_ STE S CR EQjA-- qE"-]C'-;: ARE INc;_A__='D. .3 T -_ _'S ARE TO EE IN ='-ACE 3EFORE 10A.KHO-E T_ 3. CAS-4-G -0 =-=-' FE-i DR Asa KG -=::;29. 4. KA "' -i F S-CIONS ID H- HFIlJF'_lKGFD 7. U, -- 1%] k.3 z:HOJI U hI- INTS -IAL_ BE GRC___"D. O 'S 7. czE%,,="R 14A%HQ_=_'5 S-, ,LL ,.LL 1%.-ERIOR SUR7ACES. 1\01-Ml<; (;HANWIIN 1 1 l �SFrI -i)) '.','IH A -11tH SO DS UHI IH.A* GO A AG; V., A S s - H. It I QUA Cut i F NG l:HA HF III A I Ni 9. li,.Nr 1 11 Ii-.11 SHP, I 131 1A1416'UM J/ I I It TC Sl ':LL BE PrADE LISING GPI" ADAPT07. KOP 4-31AL 11 SANITARY SIW-LOW, MANHOLE n-PE 3 ADOPTED UP, D11 lillillul" STWIA[al PlAKS LST DATE: 01/Cl LIWG. h.Aflll_. Ef"I/2 S F F AG L: 3 DCV AG DCV AG 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 UNDER- GROUND UTILITIES 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: 1-800-424-5555.