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HomeMy WebLinkAboutzS-3391SetM d' r O a J W cr J U OY EX. SSMH PLAN S- RIM= 437.0', m IE =429.27, IE =429.35, W z - 0 EX, SHE I i I� i jJ`r r-1-1- � 1k F\,ppP PORTION OF THE EAST 1/2 OF SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M. +30 s'LT. NFN 1023p5�g0g0 48" 4.66 eo, a "(S) 90, 8" N axe sP 1l�5� Nll V 1 F o °� \ °F�° °R 0 0 I I I n �m Nm - -1111111-1 . -f_. .,..r r,. 1t N N I O h N 4 'jw 6W I �O I ILD 6 pp� E I � W K W I -ft'; 6'LT. ( r.. p5�9394 1;A wax � pFN 102 I I I n w t 1 +00 ' w ° t � a I �m Nm - -1111111-1 . -f_. .,..r r,. 1t N N I O h N 4 'jw 6W I �O I ILD 6 pp� E I � W K W I -ft'; 6'LT. ( r.. p5�9394 1;A wax � pFN 102 NOTE: ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, AND TRENCH WIDTHS, 1. TRENCHES (ROAD CROSSINGS) d. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3') OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED SHALL BE GROUNDED AND 2° OVERLAY. T 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, 1- 800 - 424 -5555 a: 02305 -g394r PFN fi STA. 43 +33, 15'LT. 'n RIM 48° RIM - 446060 .44 IE= 452.96, 8 "(S) IE453.06, 8" N J�-CAP GRAPHIC SCALE 0 20 40 80 1 inch = 40 feet l n w t w ° t � a I NOTE: ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, AND TRENCH WIDTHS, 1. TRENCHES (ROAD CROSSINGS) d. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3') OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED SHALL BE GROUNDED AND 2° OVERLAY. T 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, 1- 800 - 424 -5555 a: 02305 -g394r PFN fi STA. 43 +33, 15'LT. 'n RIM 48° RIM - 446060 .44 IE= 452.96, 8 "(S) IE453.06, 8" N J�-CAP GRAPHIC SCALE 0 20 40 80 1 inch = 40 feet BACKFILL MATERIAL BACKFILL MATERIAL d- (SEE NOTE 5) — T CONCRETE CLASS C (O (SEE NOTE 8) o FOUNDATION LEVEL FOUNDATION LEVEL- Z) BACKFILL MATERIAL FOUNDATION LEVEL W (SEE NOTE 4) (CLASS A DESIGN) W (SEE NOTE 4) (CLASS B. C, D, DESIGN) BEDDING FOR RIGID PIPE �— W (SEE NOTE 4) --{, NOTES LIMITS OF PIPE ZONE 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 SEWERS SECTION OF THE STANDARD SPECIFICTATIONS FOR TRENCH WDTH "W' AND TRENCHING OP11ONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH 'WIDTH, EXCEPT FOR CLASS A PIF BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18'. T_ 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKBLL MATERIAL. LIMITS OF PIPE ZONE 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTON OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIDCATONS. 8. PIPE MUST BE ANCHORED IN SUCH A MAHER AS TO ENSURE FLOW UNE IS MAINTAINED. C LIMITS OF PIPE ZONE 1 BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F 4" MIN. A 1/4 I.D. • " ZERO 12" MAX. B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO O.D. C 3/4 O.D. 1/2 O.D. 1/B O.D. O.D. — • A = 4" MIN, 27' I.D. AND UNDER 6" MIN. OVER 27" I.D. PIPE BEDDING FOR SANITARY SEWER C+*, ADOPTED CPfY OP R&ffON Z M: 4/97 (CLASS F DESIGN) Tsc DATE' a/97 BEDDING FOR FLEXIBLE PIPE 4-4-8 C .n I .l. 4 DCV DT 2 -21 -81 BMNd not e. 4. %7.k 8. ZI.d net. B 1 KJ 1 ---- DATE REVISION Iby AFFK M.G. NAME: BWi8C SP PAGE:B077 PIPE BEDDING FOR SANITARY SEWER_ AND BEFORE INSTALLING CB #i IE= 413.75, 12 "`E –NEW) TYPE t CS 4 M 412 17 t �' f90.oYS L (CJ 1 ` Ge'r.3r 1� r;. 1H s s t N –T:L F1PF 172LF., 12" N -12 0S =j CONSTRUCTION rL SAW 29F00 28 +DO LINE NE 6th STREET RIM =419.0 IE= 415.00, 12" w x N W W N IMIN MIN m MIN I MIN MIN —FACE OF CURB OR EDGE OF PAVEMENT 2" CLASS 'B' CENTER LINE OR LANE LINE 6.5' MIN. 1' 1' 2.5' 1' 1' MIN IMIN r MIN MINMIN \ �-4ACP CLASS 'E' OR 'B' 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER I TYPICAL PATCH FOR FLEXIBLE PAVEMENT 6.5' MIN. WHEN PERPENDICULAR TO 2" DEPTH OF ROADWAY CENTERLINE GRIND OR SAWCUT AND REMOVE *N1 ADOPTEENION SPANDAR➢ PIAN9 L4f ➢ATE: 12/98 SEE DWG# HR -05 FOR MINIMUM STANDARDS it I DATE REVISION I BY AppR DWG. NAME: HR -23 SP PAGE: H032A /'4N TYPICAL PATCH FOR FLEXIBLE PAVEMENT IE= 420.20, 12" IE= 420.70, 6 "(VAULT DRAIN) <Eq Z b Z + I I I Q b N jQ .__....430;...._..... .i...__. ..:..... .. ...... .. b W Z z____..... 425 ........ 425........... ...- . -. -.- '..... ! . .. -.... ......... ............. .... ._..... ........ 420............ ......... .a.°... .69� ' ................... ..... ..... .... _..__... _... _... ✓;. ..... �. S= 1.14% 415'. 11 OLF.. 12 "N -12 . 6 :. _ _. . 415 ........ ........... t .... ..:. .. .......... .._......... . ......... ... .. ...... 1 Wo j NOO I 15 CONTRACTOR TO VERIFY it LOCATION AND ELEVATIONS N mERww .___. 410........... ', z PR!0RjO..C.0NNEC1.IQN...... .. r ._ ........ -.410 I rr c� AND BEFORE INSTALLING C8 #1 aoa 0 i7 rri t ,O n m �. Ila r- tb M i li it a... UO:W 29 +00 fi x.it 28 }00 27 +00 -- Y W W GRAPHIC SCALE 0 20 40 80 1 inch = 40 feet N.T.S. CHECKt1j F—W. TO CIT`f STANDAR D S Date 7!�" 7 v 7k 4" STUD MARKER POST PAINTED PROPERTY UNE IN 33" HIGH BLAACKOlETIUR5 AND #6 NRE — WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. b 3 O NT1RE 6" BUILDING SEWER PIPE BNLOING SEWER TEE WITH 6" SIDE OUTLET 6'.6'x6' WYE WITH A SURFACE CLEANOUT WITH G" SDE SEWER AND BUILDING SEWER CAST IRON RING k COVER o (EAST JORDAN IRON WORKS n 2975 OR APPROVED EWAL, SPECIFY "SEWER* ON UD. - SEE STD. PLAN 403.1 FOR ' - INSTALLATION) 60" ALLOWABLE MAX. ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS FOR CAST IRON PIPE TO MAIN ONES ARE AS FOLLOWS: OR DUCTILE IRON PIPE. A. VTTRIDED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE N� COUPUNGS(MRNCO OR APPROVED EQUAL). - 1:3:51AIX It af. NG CONCRETE pt1 OGW R. CONCRETE MAIN -CORE (OR AP ILO WITH AQM SADDLE - BLOCKING M1W'Yx' 15 V,� (OR APPROVED EWAL). - _ G� _2% MIN SLOPE C. PVC MAIN -CORE- DRILLED WIT! ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGS HORIZONTAL D. DUCTILE IRON MAIN -CORE- DRILLED WITH ROMAC SADDLE e" SIDE OU'ILEI'TEE (OR APPROVED EQUAL). SEWER MAIN - SEWER MAIN 6" MIN. ! E. MANHOLECONNECTON -ALL CONNECTIONS TO MANHOLES SHALL MN CRETE BLOCKING ANGLE BE AT MANUFACTURED KNOCK -OUTS OR THE yF TEE AT MAIN OVER 25 TYPIGAI. SDE SEWER U ryATiON STRUCTURE SHALL BE CORE - DRILLED. ELEN%TON .: .. NOTE: .:. _ .. UNLESS OTHERWISE SHOWN ON PLAN, SDE SEWER SMALL HAVE A MINIMUM 2.5 COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 5- 339102 STANDARD SIDE SEWER INS I ALL (SEWER MAIN TO PROPERTY LIN STD. PLAN - 406.1 CIO � 13] ZIE0 w Ln o Z w 3z° QOx'Q' w M a U O � '"^ YaTNCIL N4W 1B CITY OF HONEYBROOK CIRCLE 03/12/2012 SURVEYED SCALE xoxlzDNru: euD Ie6a�99. �i 1451GNE6 �� FlEIDB]Jx: D.L. oFFE, P.E. JAYMARC at HONEYBROOK, LLC DMWN: P D.L. OFFE, P.E. REN TON SEWER DETAILS _ONE INDx DATUM DnAMxD xD: GIECNm: AT m LLECUC Planning /Building /Public Works Dept. F Htlf DXE INpi NO. REVISION BY DATE APPR °'pRO'm' SUIE AXXIRDINGLY sxm.. 8 F. 9 33910A I DETA I LS (SEE NOTE 5)- w B BEDDING MATERIAL J F FOR RIGID PIPE U ( (SEE NOTE 6)— FOUNDATION LEVEL Y 0 M07�:�. ALL W W B BEDDING MATERIAL z F FOR FLEXIBLE PIPE (SEE NOTE 7) — O W (SEE NOTE 4) (CLASS A DESIGN) W (SEE NOTE 4) (CLASS B. C, D, DESIGN) BEDDING FOR RIGID PIPE �— W (SEE NOTE 4) --{, NOTES LIMITS OF PIPE ZONE 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 SEWERS SECTION OF THE STANDARD SPECIFICTATIONS FOR TRENCH WDTH "W' AND TRENCHING OP11ONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH 'WIDTH, EXCEPT FOR CLASS A PIF BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18'. T_ 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKBLL MATERIAL. LIMITS OF PIPE ZONE 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTON OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIDCATONS. 8. PIPE MUST BE ANCHORED IN SUCH A MAHER AS TO ENSURE FLOW UNE IS MAINTAINED. C LIMITS OF PIPE ZONE 1 BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F 4" MIN. A 1/4 I.D. • " ZERO 12" MAX. B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO O.D. C 3/4 O.D. 1/2 O.D. 1/B O.D. O.D. — • A = 4" MIN, 27' I.D. AND UNDER 6" MIN. OVER 27" I.D. PIPE BEDDING FOR SANITARY SEWER C+*, ADOPTED CPfY OP R&ffON Z M: 4/97 (CLASS F DESIGN) Tsc DATE' a/97 BEDDING FOR FLEXIBLE PIPE 4-4-8 C .n I .l. 4 DCV DT 2 -21 -81 BMNd not e. 4. %7.k 8. ZI.d net. B 1 KJ 1 ---- DATE REVISION Iby AFFK M.G. NAME: BWi8C SP PAGE:B077 PIPE BEDDING FOR SANITARY SEWER_ AND BEFORE INSTALLING CB #i IE= 413.75, 12 "`E –NEW) TYPE t CS 4 M 412 17 t �' f90.oYS L (CJ 1 ` Ge'r.3r 1� r;. 1H s s t N –T:L F1PF 172LF., 12" N -12 0S =j CONSTRUCTION rL SAW 29F00 28 +DO LINE NE 6th STREET RIM =419.0 IE= 415.00, 12" w x N W W N IMIN MIN m MIN I MIN MIN —FACE OF CURB OR EDGE OF PAVEMENT 2" CLASS 'B' CENTER LINE OR LANE LINE 6.5' MIN. 1' 1' 2.5' 1' 1' MIN IMIN r MIN MINMIN \ �-4ACP CLASS 'E' OR 'B' 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER I TYPICAL PATCH FOR FLEXIBLE PAVEMENT 6.5' MIN. WHEN PERPENDICULAR TO 2" DEPTH OF ROADWAY CENTERLINE GRIND OR SAWCUT AND REMOVE *N1 ADOPTEENION SPANDAR➢ PIAN9 L4f ➢ATE: 12/98 SEE DWG# HR -05 FOR MINIMUM STANDARDS it I DATE REVISION I BY AppR DWG. NAME: HR -23 SP PAGE: H032A /'4N TYPICAL PATCH FOR FLEXIBLE PAVEMENT IE= 420.20, 12" IE= 420.70, 6 "(VAULT DRAIN) <Eq Z b Z + I I I Q b N jQ .__....430;...._..... .i...__. ..:..... .. ...... .. b W Z z____..... 425 ........ 425........... ...- . -. -.- '..... ! . .. -.... ......... ............. .... ._..... ........ 420............ ......... .a.°... .69� ' ................... ..... ..... .... _..__... _... _... ✓;. ..... �. S= 1.14% 415'. 11 OLF.. 12 "N -12 . 6 :. _ _. . 415 ........ ........... t .... ..:. .. .......... .._......... . ......... ... .. ...... 1 Wo j NOO I 15 CONTRACTOR TO VERIFY it LOCATION AND ELEVATIONS N mERww .___. 410........... ', z PR!0RjO..C.0NNEC1.IQN...... .. r ._ ........ -.410 I rr c� AND BEFORE INSTALLING C8 #1 aoa 0 i7 rri t ,O n m �. Ila r- tb M i li it a... UO:W 29 +00 fi x.it 28 }00 27 +00 -- Y W W GRAPHIC SCALE 0 20 40 80 1 inch = 40 feet N.T.S. CHECKt1j F—W. TO CIT`f STANDAR D S Date 7!�" 7 v 7k 4" STUD MARKER POST PAINTED PROPERTY UNE IN 33" HIGH BLAACKOlETIUR5 AND #6 NRE — WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. b 3 O NT1RE 6" BUILDING SEWER PIPE BNLOING SEWER TEE WITH 6" SIDE OUTLET 6'.6'x6' WYE WITH A SURFACE CLEANOUT WITH G" SDE SEWER AND BUILDING SEWER CAST IRON RING k COVER o (EAST JORDAN IRON WORKS n 2975 OR APPROVED EWAL, SPECIFY "SEWER* ON UD. - SEE STD. PLAN 403.1 FOR ' - INSTALLATION) 60" ALLOWABLE MAX. ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS FOR CAST IRON PIPE TO MAIN ONES ARE AS FOLLOWS: OR DUCTILE IRON PIPE. A. VTTRIDED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE N� COUPUNGS(MRNCO OR APPROVED EQUAL). - 1:3:51AIX It af. NG CONCRETE pt1 OGW R. CONCRETE MAIN -CORE (OR AP ILO WITH AQM SADDLE - BLOCKING M1W'Yx' 15 V,� (OR APPROVED EWAL). - _ G� _2% MIN SLOPE C. PVC MAIN -CORE- DRILLED WIT! ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGS HORIZONTAL D. DUCTILE IRON MAIN -CORE- DRILLED WITH ROMAC SADDLE e" SIDE OU'ILEI'TEE (OR APPROVED EQUAL). SEWER MAIN - SEWER MAIN 6" MIN. ! E. MANHOLECONNECTON -ALL CONNECTIONS TO MANHOLES SHALL MN CRETE BLOCKING ANGLE BE AT MANUFACTURED KNOCK -OUTS OR THE yF TEE AT MAIN OVER 25 TYPIGAI. SDE SEWER U ryATiON STRUCTURE SHALL BE CORE - DRILLED. ELEN%TON .: .. NOTE: .:. _ .. UNLESS OTHERWISE SHOWN ON PLAN, SDE SEWER SMALL HAVE A MINIMUM 2.5 COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 5- 339102 STANDARD SIDE SEWER INS I ALL (SEWER MAIN TO PROPERTY LIN STD. PLAN - 406.1 CIO � 13] ZIE0 w Ln o Z w 3z° QOx'Q' w M a U O � '"^ YaTNCIL N4W 1B CITY OF HONEYBROOK CIRCLE 03/12/2012 SURVEYED SCALE xoxlzDNru: euD Ie6a�99. �i 1451GNE6 �� FlEIDB]Jx: D.L. oFFE, P.E. JAYMARC at HONEYBROOK, LLC DMWN: P D.L. OFFE, P.E. REN TON SEWER DETAILS _ONE INDx DATUM DnAMxD xD: GIECNm: AT m LLECUC Planning /Building /Public Works Dept. F Htlf DXE INpi NO. REVISION BY DATE APPR °'pRO'm' SUIE AXXIRDINGLY sxm.. 8 F. 9 33910A I DETA I LS LIMITS OF PIPE ZONE 1 BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F 4" MIN. A 1/4 I.D. • " ZERO 12" MAX. B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO O.D. C 3/4 O.D. 1/2 O.D. 1/B O.D. O.D. — • A = 4" MIN, 27' I.D. AND UNDER 6" MIN. OVER 27" I.D. PIPE BEDDING FOR SANITARY SEWER C+*, ADOPTED CPfY OP R&ffON Z M: 4/97 (CLASS F DESIGN) Tsc DATE' a/97 BEDDING FOR FLEXIBLE PIPE 4-4-8 C .n I .l. 4 DCV DT 2 -21 -81 BMNd not e. 4. %7.k 8. ZI.d net. B 1 KJ 1 ---- DATE REVISION Iby AFFK M.G. NAME: BWi8C SP PAGE:B077 PIPE BEDDING FOR SANITARY SEWER_ AND BEFORE INSTALLING CB #i IE= 413.75, 12 "`E –NEW) TYPE t CS 4 M 412 17 t �' f90.oYS L (CJ 1 ` Ge'r.3r 1� r;. 1H s s t N –T:L F1PF 172LF., 12" N -12 0S =j CONSTRUCTION rL SAW 29F00 28 +DO LINE NE 6th STREET RIM =419.0 IE= 415.00, 12" w x N W W N IMIN MIN m MIN I MIN MIN —FACE OF CURB OR EDGE OF PAVEMENT 2" CLASS 'B' CENTER LINE OR LANE LINE 6.5' MIN. 1' 1' 2.5' 1' 1' MIN IMIN r MIN MINMIN \ �-4ACP CLASS 'E' OR 'B' 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER I TYPICAL PATCH FOR FLEXIBLE PAVEMENT 6.5' MIN. WHEN PERPENDICULAR TO 2" DEPTH OF ROADWAY CENTERLINE GRIND OR SAWCUT AND REMOVE *N1 ADOPTEENION SPANDAR➢ PIAN9 L4f ➢ATE: 12/98 SEE DWG# HR -05 FOR MINIMUM STANDARDS it I DATE REVISION I BY AppR DWG. NAME: HR -23 SP PAGE: H032A /'4N TYPICAL PATCH FOR FLEXIBLE PAVEMENT IE= 420.20, 12" IE= 420.70, 6 "(VAULT DRAIN) <Eq Z b Z + I I I Q b N jQ .__....430;...._..... .i...__. ..:..... .. ...... .. b W Z z____..... 425 ........ 425........... ...- . -. -.- '..... ! . .. -.... ......... ............. .... ._..... ........ 420............ ......... .a.°... .69� ' ................... ..... ..... .... _..__... _... _... ✓;. ..... �. S= 1.14% 415'. 11 OLF.. 12 "N -12 . 6 :. _ _. . 415 ........ ........... t .... ..:. .. .......... .._......... . ......... ... .. ...... 1 Wo j NOO I 15 CONTRACTOR TO VERIFY it LOCATION AND ELEVATIONS N mERww .___. 410........... ', z PR!0RjO..C.0NNEC1.IQN...... .. r ._ ........ -.410 I rr c� AND BEFORE INSTALLING C8 #1 aoa 0 i7 rri t ,O n m �. Ila r- tb M i li it a... UO:W 29 +00 fi x.it 28 }00 27 +00 -- Y W W GRAPHIC SCALE 0 20 40 80 1 inch = 40 feet N.T.S. CHECKt1j F—W. TO CIT`f STANDAR D S Date 7!�" 7 v 7k 4" STUD MARKER POST PAINTED PROPERTY UNE IN 33" HIGH BLAACKOlETIUR5 AND #6 NRE — WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. b 3 O NT1RE 6" BUILDING SEWER PIPE BNLOING SEWER TEE WITH 6" SIDE OUTLET 6'.6'x6' WYE WITH A SURFACE CLEANOUT WITH G" SDE SEWER AND BUILDING SEWER CAST IRON RING k COVER o (EAST JORDAN IRON WORKS n 2975 OR APPROVED EWAL, SPECIFY "SEWER* ON UD. - SEE STD. PLAN 403.1 FOR ' - INSTALLATION) 60" ALLOWABLE MAX. ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS FOR CAST IRON PIPE TO MAIN ONES ARE AS FOLLOWS: OR DUCTILE IRON PIPE. A. VTTRIDED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE N� COUPUNGS(MRNCO OR APPROVED EQUAL). - 1:3:51AIX It af. NG CONCRETE pt1 OGW R. CONCRETE MAIN -CORE (OR AP ILO WITH AQM SADDLE - BLOCKING M1W'Yx' 15 V,� (OR APPROVED EWAL). - _ G� _2% MIN SLOPE C. PVC MAIN -CORE- DRILLED WIT! ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGS HORIZONTAL D. DUCTILE IRON MAIN -CORE- DRILLED WITH ROMAC SADDLE e" SIDE OU'ILEI'TEE (OR APPROVED EQUAL). SEWER MAIN - SEWER MAIN 6" MIN. ! E. MANHOLECONNECTON -ALL CONNECTIONS TO MANHOLES SHALL MN CRETE BLOCKING ANGLE BE AT MANUFACTURED KNOCK -OUTS OR THE yF TEE AT MAIN OVER 25 TYPIGAI. SDE SEWER U ryATiON STRUCTURE SHALL BE CORE - DRILLED. ELEN%TON .: .. NOTE: .:. _ .. UNLESS OTHERWISE SHOWN ON PLAN, SDE SEWER SMALL HAVE A MINIMUM 2.5 COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 5- 339102 STANDARD SIDE SEWER INS I ALL (SEWER MAIN TO PROPERTY LIN STD. PLAN - 406.1 CIO � 13] ZIE0 w Ln o Z w 3z° QOx'Q' w M a U O � '"^ YaTNCIL N4W 1B CITY OF HONEYBROOK CIRCLE 03/12/2012 SURVEYED SCALE xoxlzDNru: euD Ie6a�99. �i 1451GNE6 �� FlEIDB]Jx: D.L. oFFE, P.E. JAYMARC at HONEYBROOK, LLC DMWN: P D.L. OFFE, P.E. REN TON SEWER DETAILS _ONE INDx DATUM DnAMxD xD: GIECNm: AT m LLECUC Planning /Building /Public Works Dept. F Htlf DXE INpi NO. REVISION BY DATE APPR °'pRO'm' SUIE AXXIRDINGLY sxm.. 8 F. 9 33910A I DETA I LS • A = 4" MIN, 27' I.D. AND UNDER 6" MIN. OVER 27" I.D. PIPE BEDDING FOR SANITARY SEWER C+*, ADOPTED CPfY OP R&ffON Z M: 4/97 (CLASS F DESIGN) Tsc DATE' a/97 BEDDING FOR FLEXIBLE PIPE 4-4-8 C .n I .l. 4 DCV DT 2 -21 -81 BMNd not e. 4. %7.k 8. ZI.d net. B 1 KJ 1 ---- DATE REVISION Iby AFFK M.G. NAME: BWi8C SP PAGE:B077 PIPE BEDDING FOR SANITARY SEWER_ AND BEFORE INSTALLING CB #i IE= 413.75, 12 "`E –NEW) TYPE t CS 4 M 412 17 t �' f90.oYS L (CJ 1 ` Ge'r.3r 1� r;. 1H s s t N –T:L F1PF 172LF., 12" N -12 0S =j CONSTRUCTION rL SAW 29F00 28 +DO LINE NE 6th STREET RIM =419.0 IE= 415.00, 12" w x N W W N IMIN MIN m MIN I MIN MIN —FACE OF CURB OR EDGE OF PAVEMENT 2" CLASS 'B' CENTER LINE OR LANE LINE 6.5' MIN. 1' 1' 2.5' 1' 1' MIN IMIN r MIN MINMIN \ �-4ACP CLASS 'E' OR 'B' 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER I TYPICAL PATCH FOR FLEXIBLE PAVEMENT 6.5' MIN. WHEN PERPENDICULAR TO 2" DEPTH OF ROADWAY CENTERLINE GRIND OR SAWCUT AND REMOVE *N1 ADOPTEENION SPANDAR➢ PIAN9 L4f ➢ATE: 12/98 SEE DWG# HR -05 FOR MINIMUM STANDARDS it I DATE REVISION I BY AppR DWG. NAME: HR -23 SP PAGE: H032A /'4N TYPICAL PATCH FOR FLEXIBLE PAVEMENT IE= 420.20, 12" IE= 420.70, 6 "(VAULT DRAIN) <Eq Z b Z + I I I Q b N jQ .__....430;...._..... .i...__. ..:..... .. ...... .. b W Z z____..... 425 ........ 425........... ...- . -. -.- '..... ! . .. -.... ......... ............. .... ._..... ........ 420............ ......... .a.°... .69� ' ................... ..... ..... .... _..__... _... _... ✓;. ..... �. S= 1.14% 415'. 11 OLF.. 12 "N -12 . 6 :. _ _. . 415 ........ ........... t .... ..:. .. .......... .._......... . ......... ... .. ...... 1 Wo j NOO I 15 CONTRACTOR TO VERIFY it LOCATION AND ELEVATIONS N mERww .___. 410........... ', z PR!0RjO..C.0NNEC1.IQN...... .. r ._ ........ -.410 I rr c� AND BEFORE INSTALLING C8 #1 aoa 0 i7 rri t ,O n m �. Ila r- tb M i li it a... UO:W 29 +00 fi x.it 28 }00 27 +00 -- Y W W GRAPHIC SCALE 0 20 40 80 1 inch = 40 feet N.T.S. CHECKt1j F—W. TO CIT`f STANDAR D S Date 7!�" 7 v 7k 4" STUD MARKER POST PAINTED PROPERTY UNE IN 33" HIGH BLAACKOlETIUR5 AND #6 NRE — WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. b 3 O NT1RE 6" BUILDING SEWER PIPE BNLOING SEWER TEE WITH 6" SIDE OUTLET 6'.6'x6' WYE WITH A SURFACE CLEANOUT WITH G" SDE SEWER AND BUILDING SEWER CAST IRON RING k COVER o (EAST JORDAN IRON WORKS n 2975 OR APPROVED EWAL, SPECIFY "SEWER* ON UD. - SEE STD. PLAN 403.1 FOR ' - INSTALLATION) 60" ALLOWABLE MAX. ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS FOR CAST IRON PIPE TO MAIN ONES ARE AS FOLLOWS: OR DUCTILE IRON PIPE. A. VTTRIDED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE N� COUPUNGS(MRNCO OR APPROVED EQUAL). - 1:3:51AIX It af. NG CONCRETE pt1 OGW R. CONCRETE MAIN -CORE (OR AP ILO WITH AQM SADDLE - BLOCKING M1W'Yx' 15 V,� (OR APPROVED EWAL). - _ G� _2% MIN SLOPE C. PVC MAIN -CORE- DRILLED WIT! ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGS HORIZONTAL D. DUCTILE IRON MAIN -CORE- DRILLED WITH ROMAC SADDLE e" SIDE OU'ILEI'TEE (OR APPROVED EQUAL). SEWER MAIN - SEWER MAIN 6" MIN. ! E. MANHOLECONNECTON -ALL CONNECTIONS TO MANHOLES SHALL MN CRETE BLOCKING ANGLE BE AT MANUFACTURED KNOCK -OUTS OR THE yF TEE AT MAIN OVER 25 TYPIGAI. SDE SEWER U ryATiON STRUCTURE SHALL BE CORE - DRILLED. ELEN%TON .: .. NOTE: .:. _ .. UNLESS OTHERWISE SHOWN ON PLAN, SDE SEWER SMALL HAVE A MINIMUM 2.5 COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 5- 339102 STANDARD SIDE SEWER INS I ALL (SEWER MAIN TO PROPERTY LIN STD. PLAN - 406.1 CIO � 13] ZIE0 w Ln o Z w 3z° QOx'Q' w M a U O � '"^ YaTNCIL N4W 1B CITY OF HONEYBROOK CIRCLE 03/12/2012 SURVEYED SCALE xoxlzDNru: euD Ie6a�99. �i 1451GNE6 �� FlEIDB]Jx: D.L. oFFE, P.E. JAYMARC at HONEYBROOK, LLC DMWN: P D.L. OFFE, P.E. REN TON SEWER DETAILS _ONE INDx DATUM DnAMxD xD: GIECNm: AT m LLECUC Planning /Building /Public Works Dept. F Htlf DXE INpi NO. REVISION BY DATE APPR °'pRO'm' SUIE AXXIRDINGLY sxm.. 8 F. 9 33910A I DETA I LS M.G. NAME: BWi8C SP PAGE:B077 PIPE BEDDING FOR SANITARY SEWER_ AND BEFORE INSTALLING CB #i IE= 413.75, 12 "`E –NEW) TYPE t CS 4 M 412 17 t �' f90.oYS L (CJ 1 ` Ge'r.3r 1� r;. 1H s s t N –T:L F1PF 172LF., 12" N -12 0S =j CONSTRUCTION rL SAW 29F00 28 +DO LINE NE 6th STREET RIM =419.0 IE= 415.00, 12" w x N W W N IMIN MIN m MIN I MIN MIN —FACE OF CURB OR EDGE OF PAVEMENT 2" CLASS 'B' CENTER LINE OR LANE LINE 6.5' MIN. 1' 1' 2.5' 1' 1' MIN IMIN r MIN MINMIN \ �-4ACP CLASS 'E' OR 'B' 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER I TYPICAL PATCH FOR FLEXIBLE PAVEMENT 6.5' MIN. WHEN PERPENDICULAR TO 2" DEPTH OF ROADWAY CENTERLINE GRIND OR SAWCUT AND REMOVE *N1 ADOPTEENION SPANDAR➢ PIAN9 L4f ➢ATE: 12/98 SEE DWG# HR -05 FOR MINIMUM STANDARDS it I DATE REVISION I BY AppR DWG. NAME: HR -23 SP PAGE: H032A /'4N TYPICAL PATCH FOR FLEXIBLE PAVEMENT IE= 420.20, 12" IE= 420.70, 6 "(VAULT DRAIN) <Eq Z b Z + I I I Q b N jQ .__....430;...._..... .i...__. ..:..... .. ...... .. b W Z z____..... 425 ........ 425........... ...- . -. -.- '..... ! . .. -.... ......... ............. .... ._..... ........ 420............ ......... .a.°... .69� ' ................... ..... ..... .... _..__... _... _... ✓;. ..... �. S= 1.14% 415'. 11 OLF.. 12 "N -12 . 6 :. _ _. . 415 ........ ........... t .... ..:. .. .......... .._......... . ......... ... .. ...... 1 Wo j NOO I 15 CONTRACTOR TO VERIFY it LOCATION AND ELEVATIONS N mERww .___. 410........... ', z PR!0RjO..C.0NNEC1.IQN...... .. r ._ ........ -.410 I rr c� AND BEFORE INSTALLING C8 #1 aoa 0 i7 rri t ,O n m �. Ila r- tb M i li it a... UO:W 29 +00 fi x.it 28 }00 27 +00 -- Y W W GRAPHIC SCALE 0 20 40 80 1 inch = 40 feet N.T.S. CHECKt1j F—W. TO CIT`f STANDAR D S Date 7!�" 7 v 7k 4" STUD MARKER POST PAINTED PROPERTY UNE IN 33" HIGH BLAACKOlETIUR5 AND #6 NRE — WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. b 3 O NT1RE 6" BUILDING SEWER PIPE BNLOING SEWER TEE WITH 6" SIDE OUTLET 6'.6'x6' WYE WITH A SURFACE CLEANOUT WITH G" SDE SEWER AND BUILDING SEWER CAST IRON RING k COVER o (EAST JORDAN IRON WORKS n 2975 OR APPROVED EWAL, SPECIFY "SEWER* ON UD. - SEE STD. PLAN 403.1 FOR ' - INSTALLATION) 60" ALLOWABLE MAX. ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS FOR CAST IRON PIPE TO MAIN ONES ARE AS FOLLOWS: OR DUCTILE IRON PIPE. A. VTTRIDED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE N� COUPUNGS(MRNCO OR APPROVED EQUAL). - 1:3:51AIX It af. NG CONCRETE pt1 OGW R. CONCRETE MAIN -CORE (OR AP ILO WITH AQM SADDLE - BLOCKING M1W'Yx' 15 V,� (OR APPROVED EWAL). - _ G� _2% MIN SLOPE C. PVC MAIN -CORE- DRILLED WIT! ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGS HORIZONTAL D. DUCTILE IRON MAIN -CORE- DRILLED WITH ROMAC SADDLE e" SIDE OU'ILEI'TEE (OR APPROVED EQUAL). SEWER MAIN - SEWER MAIN 6" MIN. ! E. MANHOLECONNECTON -ALL CONNECTIONS TO MANHOLES SHALL MN CRETE BLOCKING ANGLE BE AT MANUFACTURED KNOCK -OUTS OR THE yF TEE AT MAIN OVER 25 TYPIGAI. SDE SEWER U ryATiON STRUCTURE SHALL BE CORE - DRILLED. ELEN%TON .: .. NOTE: .:. _ .. UNLESS OTHERWISE SHOWN ON PLAN, SDE SEWER SMALL HAVE A MINIMUM 2.5 COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 5- 339102 STANDARD SIDE SEWER INS I ALL (SEWER MAIN TO PROPERTY LIN STD. PLAN - 406.1 CIO � 13] ZIE0 w Ln o Z w 3z° QOx'Q' w M a U O � '"^ YaTNCIL N4W 1B CITY OF HONEYBROOK CIRCLE 03/12/2012 SURVEYED SCALE xoxlzDNru: euD Ie6a�99. �i 1451GNE6 �� FlEIDB]Jx: D.L. oFFE, P.E. JAYMARC at HONEYBROOK, LLC DMWN: P D.L. OFFE, P.E. REN TON SEWER DETAILS _ONE INDx DATUM DnAMxD xD: GIECNm: AT m LLECUC Planning /Building /Public Works Dept. F Htlf DXE INpi NO. REVISION BY DATE APPR °'pRO'm' SUIE AXXIRDINGLY sxm.. 8 F. 9 33910A I DETA I LS GRAPHIC SCALE 0 20 40 80 1 inch = 40 feet N.T.S. CHECKt1j F—W. TO CIT`f STANDAR D S Date 7!�" 7 v 7k 4" STUD MARKER POST PAINTED PROPERTY UNE IN 33" HIGH BLAACKOlETIUR5 AND #6 NRE — WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. b 3 O NT1RE 6" BUILDING SEWER PIPE BNLOING SEWER TEE WITH 6" SIDE OUTLET 6'.6'x6' WYE WITH A SURFACE CLEANOUT WITH G" SDE SEWER AND BUILDING SEWER CAST IRON RING k COVER o (EAST JORDAN IRON WORKS n 2975 OR APPROVED EWAL, SPECIFY "SEWER* ON UD. - SEE STD. PLAN 403.1 FOR ' - INSTALLATION) 60" ALLOWABLE MAX. ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS FOR CAST IRON PIPE TO MAIN ONES ARE AS FOLLOWS: OR DUCTILE IRON PIPE. A. VTTRIDED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE N� COUPUNGS(MRNCO OR APPROVED EQUAL). - 1:3:51AIX It af. NG CONCRETE pt1 OGW R. CONCRETE MAIN -CORE (OR AP ILO WITH AQM SADDLE - BLOCKING M1W'Yx' 15 V,� (OR APPROVED EWAL). - _ G� _2% MIN SLOPE C. PVC MAIN -CORE- DRILLED WIT! ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGS HORIZONTAL D. DUCTILE IRON MAIN -CORE- DRILLED WITH ROMAC SADDLE e" SIDE OU'ILEI'TEE (OR APPROVED EQUAL). SEWER MAIN - SEWER MAIN 6" MIN. ! E. MANHOLECONNECTON -ALL CONNECTIONS TO MANHOLES SHALL MN CRETE BLOCKING ANGLE BE AT MANUFACTURED KNOCK -OUTS OR THE yF TEE AT MAIN OVER 25 TYPIGAI. SDE SEWER U ryATiON STRUCTURE SHALL BE CORE - DRILLED. ELEN%TON .: .. NOTE: .:. _ .. UNLESS OTHERWISE SHOWN ON PLAN, SDE SEWER SMALL HAVE A MINIMUM 2.5 COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 5- 339102 STANDARD SIDE SEWER INS I ALL (SEWER MAIN TO PROPERTY LIN STD. PLAN - 406.1 CIO � 13] ZIE0 w Ln o Z w 3z° QOx'Q' w M a U O � '"^ YaTNCIL N4W 1B CITY OF HONEYBROOK CIRCLE 03/12/2012 SURVEYED SCALE xoxlzDNru: euD Ie6a�99. �i 1451GNE6 �� FlEIDB]Jx: D.L. oFFE, P.E. JAYMARC at HONEYBROOK, LLC DMWN: P D.L. OFFE, P.E. REN TON SEWER DETAILS _ONE INDx DATUM DnAMxD xD: GIECNm: AT m LLECUC Planning /Building /Public Works Dept. F Htlf DXE INpi NO. REVISION BY DATE APPR °'pRO'm' SUIE AXXIRDINGLY sxm.. 8 F. 9 33910A I DETA I LS 5- 339102 STANDARD SIDE SEWER INS I ALL (SEWER MAIN TO PROPERTY LIN STD. PLAN - 406.1 CIO � 13] ZIE0 w Ln o Z w 3z° QOx'Q' w M a U O � '"^ YaTNCIL N4W 1B CITY OF HONEYBROOK CIRCLE 03/12/2012 SURVEYED SCALE xoxlzDNru: euD Ie6a�99. �i 1451GNE6 �� FlEIDB]Jx: D.L. oFFE, P.E. JAYMARC at HONEYBROOK, LLC DMWN: P D.L. OFFE, P.E. REN TON SEWER DETAILS _ONE INDx DATUM DnAMxD xD: GIECNm: AT m LLECUC Planning /Building /Public Works Dept. F Htlf DXE INpi NO. REVISION BY DATE APPR °'pRO'm' SUIE AXXIRDINGLY sxm.. 8 F. 9 33910A I DETA I LS '"^ YaTNCIL N4W 1B CITY OF HONEYBROOK CIRCLE 03/12/2012 SURVEYED SCALE xoxlzDNru: euD Ie6a�99. �i 1451GNE6 �� FlEIDB]Jx: D.L. oFFE, P.E. JAYMARC at HONEYBROOK, LLC DMWN: P D.L. OFFE, P.E. REN TON SEWER DETAILS _ONE INDx DATUM DnAMxD xD: GIECNm: AT m LLECUC Planning /Building /Public Works Dept. F Htlf DXE INpi NO. REVISION BY DATE APPR °'pRO'm' SUIE AXXIRDINGLY sxm.. 8 F. 9 33910A I DETA I LS M T cb O J W J cc U Y O m I.IJ O STA.-30+00 ti 'Y I i I! I` PORTION OF THE EAST 1/2 OF SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M. STA. 31 +30, 61T. 1023p5�g0g0 I SSMH #1, 48" P F A RIM = 444.6E IE IE= 630.99, 8" N 4 32e �s j apt ER ��5 Vol F`g n p� R F g 2 p� Fig p� R 91 N vot1@.NN6' �' o ENae' y p�ENOp' p�3 ::'{°jd` . -p 45 7.43 -- t 444.OZ Qr cam cn w�j o rn IE =M9[ET 8 "(N) 46•9� �� GAP LP., e" s we OS—*.-NM _ 0 6LF 8 88 wC , ®Si596 3300 li g59 5(0 NO, 08 53 E . n r •� "`�" pFN 1p2305'959 4 sFs{$•1G ,�;.. .:�f.. r.l r., '.:+. :-;i a, .� t ..vii, X ..". ..r .: tir '. .r :s.n�'�'.S. r � io 9 VO'\pp(li in c� 0 iu 0 n v \)Ftiir,O O N a N 0 w p w , IX. SSMH 9 V) 0 Op S F\'p R PVd! 5- a�065 VO��Ryry5 \0�otyy0 ,\0 FVpp IN > tJ."G1E =44659; \a\, _ \.oy16ag65 1 aY�,,.1 A49i.yglE =as69. V - MONUMENT !1• E E 8 \f \a�(�,`7' N STA. =23 +30.53 ,- , I W NOTE: ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, AND TRENCH WIDTHS, 1. TRENCHES (ROAD CROSSINGS) d. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3') OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED SHALL BE GROUNDED AND 2' OVERLAY. Ys `iY f e 5 p� N Nyg. S 5 Nyg. 0`1 011 F F 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, 1- 800 -424 -5555 it l i I i ! rll 5 wu -93g4 1p23p5 W I PFN I � O Zw�w¢ x3z° 0 �zxu a� STA. 43 +33, 15'LT. w0a RIM 466.+44 48- 4(p a (()) "(N) < I# 1 LE_ 413,66, 8 4'I* o: 5 ). 15'LT. ° o Ys `iY f e 5 p� N Nyg. S 5 Nyg. 0`1 011 F F 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, 1- 800 -424 -5555 it l i I i ! rll 41 +00 '' N00-09'48 "E 42 +0 43 +00 f I ,t 't I NE 6th ST. GRAHAM AVE NE _ _ - -- N & STA= +35.69 (NE 6th) _ •��^- - al U. STAI =40 0 (GRA AM) p1.. 305,9396 s� '102305,939T PFN 102 P ti i M I GRAPHIC SCALE 0 20 40 80 1 inch = 40 feet ,'S33q/03 �� � s339/o I V) 1� wu -93g4 1p23p5 W I PFN I � O Zw�w¢ x3z° 0 �zxu a� STA. 43 +33, 15'LT. w0a RIM 466.+44 48- 4(p a (()) "(N) 1 LE_ 413,66, 8 4'I* 41 +00 '' N00-09'48 "E 42 +0 43 +00 f I ,t 't I NE 6th ST. GRAHAM AVE NE _ _ - -- N & STA= +35.69 (NE 6th) _ •��^- - al U. STAI =40 0 (GRA AM) p1.. 305,9396 s� '102305,939T PFN 102 P ti i M I GRAPHIC SCALE 0 20 40 80 1 inch = 40 feet ,'S33q/03 �� � s339/o I V) 1� wu w F c4 W Novo Zw�w¢ x3z° 0 �zxu rn W 0 w w0a u O Ill0©© 03/12/2012 7 9 AR1 G� NN O n ' r (� m uL/