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HomeMy WebLinkAboutzS-3678 Set I\ Cfl co i N CL RENTON HILL ALLEY SEWER P CE 01 W z O I:ZE LA MENT 2 3 U CV Li D � � I N cz cn ,4 RENTON -- ° CITY HALL - OC - Q Q S - (,/) 7th ST w iM rn . DATUM INTERSECTION OF S 7TH ST & GRANT AVE S W MONUMENT IN CASE N = 175877.01 Q - c 0 E = 1302629.92 - ELEV = 337.05 INTERSECTION OF S 7TH ST & HIGH AVE S' MONUMENT IN CASE N = 175876.93 M E = 1302949.91 - - --� - ELEV = 361 .42 N z S 9th ST } P S 367805 DATE: SURVEYED: SCALE: VERTICAL, NAVD 1988 AS-BUILT November 7, 201 ROTH/HILL i " 100' HORIZONTAL: NAD 1983/1991 JUN["R CITY OF AS-BUILT INFORMATION PROVIDED BY AMERICAN SURVEYING & ENGINEERING, LLC. Q�wNEJDH ,u RENTON HILL ALLEY SEWER PAGE: FIEL4BOOK: RENTON SIDE SEWER CONNECTIONS ARE SHOWN IN THEIR AS-BUILT LOCATIONS. JDH DRAWING N(INCH i ONE FULL SCALE DHEGKEDD AT MC p s a Planning/Building/Public Works De t. REPLACEMENT 2013 IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVE LH SCALE AccoRDwcLY sHEEr: S - 367R 0o CONSTRUCTION NOTES PAY LIMIT 1. HORIZONTAL DATUM IS BASED ON MONUMENTATION AS SHOWN ON THE CD Co TRENCH BACKFILL 4!! RESPECTIVE PLAN SHEETS. N 6' ,;' EX. ADJACENT ':. .. DATUM 1S NAVD '88 BASED ON CITY OF RENTON SURFACES VERTICAL SEE DETAIL FOR STREET CONTROL POINTS AS SHOWN ON THE RESPECTIVE PLAN SHEETS. RESTORATION REQUIREMENTS TRENCH 2. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE ° a (SEE DETAILS) CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. a PAY LIMIT OF TRENCH Q BACKFILL MATERIAL SHALL BE • d •. .a 6" CSTC 3. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND dQ ° Al. 100% SELECT IMPORTED BACKFILL PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. Q a : PER SECTION 9-03.19 a (SELECT BACKFILL ) OF THE SPECIAL 4. PROVIDE AS-BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS co z © A a a PROVISIONS LIMITS OF CSTC BASE OF MANHOLE AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. w --' d PROPOSED 8" SEWER PIPE o 1 d 5. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES 1 a� '• . . .' P ' ALLEY RESTORATION DETAIL . , : RE CONFLICT OCCURS. WHE NF E 1'-0" N PIPE ZONE MATERIAL PER SECTION 9-,03.12(4) GRAVEL BACKFILL FOR NOTES: 6. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT, tc� DRAINS OR PEA GRAVEL. INSERT ETHAFOAM HS 600 PLANK-FOAM BOARD OR EQUAL AS CLEARANCE Q " : .' : 1 . ALL EXISTING ASPHALT IN ALLEYS SHALL BE REMOVED AND DISPOSED OF. SEPARATION. a EXCAVATION OF UNSUITABLE SOIL AND 2. THE FINAL CSTC SURFACE ELEVATION SHALL BE 4" LOWER THAN THE 7. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR a BACKFILL OF FOUNDATION MATERIAL Q d IF NECESSARY) DEPTH AS APPROVED ADJACENT PROPERTIES. (ALLEYS TO BE FINAL PAVED BY OTHERS). REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION. • a d � •° BY ENGINEER. MATERIAL SHALL MEET 3. CSTC RAMPS SHALL BE INSTALLED TO ALLOW VEHICULAR ACCESS FROM 8. ALL EXISTING LIVE SIDE SEWERS SHALL BE RECONNECTED TO THE NEW SECTION 9-03.9(1) BALLAST ALLEY TO ADJACENT PROPERTIES. RAMPS SHALL ALSO BE PLACED AROUND 8" SDR 35 PVC SEWER PIPES SE E MANHOLES. SEWER MAIN USING "FERNCO" OR APPROVED EQUAL COUPLINGS. THIS (D NEW SANITARY W R WORK SHALL BE INCIDENTAL TO THE SEWER MAIN LINE INSTALLATION. a TYPICAL TRENCH BEDDING AND BACKFILL NOTES: 0 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. "::..:.:., "' MANHOLE FRAME AND COVER 6" SEE STD. PLAN 401 N 2. HAND TAMP UNDER HAUNCHES. ADJUSTMENT RINGS (2" MIN.) 24" SEE NOTE 6 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM ADJUSTMENT RINGS (2" MIN.) MANHOLE FRAME AND COVER 12" MAX. DENSITY EXCEPT DIRECTLY OVER PIPE WHERE SEE NOTE 6 PER DRAWING 401. a MORTAR JOINT(S) (3/8" MIN.) COMPACTION WILL BE HAND TAMP ONLY. d SEE NOTE 5 MORTAR JOINT(S) (3/8" MIN.) 611 ,D! CONE (ECCENTRIC) • 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS SEE NOTE 5 " 4" MIN. TO ° • TO ENSURE FLOW LINE IS MAINTAINED. ,� 12" MAX. RUBBER GASKETED JOINTS IN ° •. v' :9 a,. � •.p•a 8 X . a ACCORDANCE WITH ASTM C-443 a a. 5. ALL EXCAVATION AND BEDDING AND BACKFILL 2411 Ll MATERIALS BEYOND PAY LIMIT OF TRENCH p ° LO �- _-------- ,C � SHALL BE INCLUDED WITHIN THE TRENCH 00 d EXCAVATION SAFETY SYSTEMS BID ITEM. 12" ��. O . � N • .° STEPS - POLYPROPYLENE STEP w z m 6-1/2!! --� SHALL BE INCLUDED 4!! a 54" Q - ° N --� Q .� .'a .° a• ?° ° a . • . q. p •� �, 7' MIN. d . '. °a •. d IN p •°4 - 1 d y •.., , • v p •qb a p • APPROVE CONCRETE RISER BY ° OR EQUAL. SAWCUT FINAL EX. ASPH. CONC. 4 JOINT TYP. PAVEMENT, TYP. 1 EACH SIDE SHALLOW SANITARY MANHOLE 12" 4" OF CLASS B ASPH. CONC. a 12" (TYP) LADDER-POLYPROPYLENE TYP TRENCH PATCH PAVING SHALL BE EE DETAILS MANHOLE NOTES: • SHALL BE ATTACHED TO MANHC S ) " T ( DONE IN 2 - 2 LIFTS PAY LIMIT OF TRENCH $ 6" CSTC 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. a MAX. PIPE SIZE - 'E' 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. d 3. CASTING SHALL BE PER STD. PLAN 401. BACKFILL 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 'A 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. CONCRETE SHELF PAYMENT LIMIT OF PATCH (SEE BEDDING/BACKFILL DETAIL) 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION 1% .°. OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO ASPHALT CONCRETE PAVEMENT CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED. ° ° PRECAST BASE SECTION RESTORATION DETAIL 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING ° . OR CAST IN SHELF. CHANNELING, COATED (SEALED} WITH A HIGH SOLIDS URETHANE COATING; WASSER ° a d d. G S 7th ST & S 9th ST B' ( � MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. •• ° • • •• • ° d •� ° .. NOTES; 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. STANDARD SANITARY MANHOLE "� 367808 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED PIPE. PER SPECIAL PROVISION 5-06.1 AT END OF EACH WORK DAY. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS A' 'B' `C' `D' tEl THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. OR APPROVED EQUAL. TRANSITION FROM THE NEW 8" PIPE AT THE MANHOLE TO THE M H 48 6„ MIN . 5"M IN N 24" MIN . 21 » 1.D. EXISTING 6" SEWER MAIN SHALL BE ACCOMPLISHED WITH ECCENTRIC REDUCER. 48 2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 1' BEYOND 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 54 MH 54 8 MIN. 5.5 MIN. 24 MIN. 24 I.D. 12" ABOVE FINISHED THE UNDISTURBED EDGE OF THE TRENCH. ' GRADE OR MUST HAVE A MINIMUM 2 DIAMETER CONCRETE RINGS 60 M H 60 8 MIN. 6 MIN . 42 POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. DATE: 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL SURVEYED: SCALE: J U I BE CONSIDERED INCIDENTAL TO OTHER ITEMS OF WORK. BOTH/HILL VERTICAL: NAVD 1988 N/A HORIZONTAL: NAD 1983/1991 *� ,_; CITY 0 F DESIGNED: _ RENTON HILL ALLEY SEWER PAGE: DRAWN: JDH DRAWING 4. A ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY "� R E N TO N JDH ONE INCH I PATCHED WITHIN 2 WEEKS OF COMPLETION OF WORK WITHIN THE CHECKED: AT FULL SCALE DA7U� Planning/Building/Public Works Dept. REPLACEMENT 2013 P { ) w ROADWAY AREA UNLESS APPROVED BY THE ENGINEER. B DMC C E CO IING � - B I DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: -131617 NO. REVISION J co RENTON AVE S GRANT AVE S OD N 5540500130 i 1400 S 7th ST -i M M 3294700082 3294700080 706 RENTON AVE S I SDI 700 RENTON AVE S IE 6" WOOD W=318.01 NOTE: SIDE SEWER LOCATIONS ARE BASE ON BRICK LINED 5640500100 DITCH I CCTV INSPECTION. THE CONTRACTOR IS 604 GRANT AVE S ROCKERY RESPOSIBLE TO RECONNECT EACH L VE SIDE SEWER THAT IS CONNECTED TO THE z o cal 3"DS BH CONC — �- � MAIN LINE. Q 3' CHAIN LINK O m I wN ( FENCE 620 GRANT 1AVE S p � W - 5640500110 0:� w �— 5640500135 5640500108 MH#3 X 1410 S 7th ST 608 GRANT AVE S N V) I ROCKERY EAST EDGE B CONC OF GARAGE OUTER EDGE 0.6'W V V J m n CINDER CLOCK W o r I LAWN GRAVEL EDGE BROKEN CONC WALL SET FLUSH W FENCEAIN LINK I 4'SP 6' WOOD FENCE LAWN 14155 BEACON�WAY S 3294700190 X SSMH (- 6' WOOD FENCE 5' CHAIN LINK FENCE MH#3'` ` i 1315 S 7th ST ASPHALT LINED RIM = 321.04 'I �_ GRAVEL LAWN OUTER EDGE OF DITCH IE E = 316.84 f CONC BLOCK WALL IES = 317.04 f �� �j IEW = 316.74 I \ Cn SDI I n /-+ � I IE 6" WOOD W=320.66 \ P z B' / li0 #� a� \ L X SSMH - ) LANDSCAPE 6' WOOD FENCE CONC GRAVEL EDGE 1'Hx0,5'W CONC ANGLED CONC v RIM = 351.96 EDGE GRAVEL EDGE BLOCK WALL WITH 6' BLOCKS 0.2'H — 0m IE N = 342.51 WOOD FENCE @ TOP IE E = 342.51 5640500105 A IE W = 342.41 5640500150 5640500145 5640500165 1425 BEACON WAY S C i 1416 S 7th ST 627 HIGH AVE S 615 HIGH AVE S O C RECONNECT ALL EXISTING LIVE ASQBUIL T NOTE:ALL SIDE 3294700191 i 1321 s 7th ST I SIDE SEWERS. SEWERS ARE SHOWN SEE NOTE 8 OF THE IN THEIR ASBUIL T LOCATION "CONSTRUCTION NOTES" ON SHEET 4. 5640500151 1422 S 7th ST GRANT AVE S HIGH AVE S . . . . . . . . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . " " . . . . . . : . 33Q : 360 360 " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " MOVEALL: EX/STING . . . . . . . . . . . . . . . . " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . : . . . ASPHAL T/N THE . - . 325 ALLEY" . . . . . . . . : . . . . . . . . . . . � - (see"sheef 4 for alley restoration UfEtc`�//) 355 355 EX. ALLEY ABOVE SEWER : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ALL EY •ABOVE 'SEWER. : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 320 1N THE ALLE : REMOVE ALL EXISTING AS 350 (see sheet 4 for alley restoration detail) _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . : . . . . . . : . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LLJ ui . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 315 MH#3 V) - N �5' 175885.27 345 345 : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LLI : E Y$24 9302468.48 W 8/ REMOVE EX "MH. & IIUSTALL. . . : - 31 o OVE EX 61f CLAY SEWER AND REPLACE WITH3 -LF OF 8 PVC @ 0.0 ° REM NEW 54" SHALLOW MH 315 CO #7 RIM= 8 ~e - 320.79 ' 340 N176206:7& 976209.55 MH#5 : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . " . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - 815.3 " ���a-n �� - . . . . . . . . . . . . . . . . . . . . . . . . . . . . .E�'�?�4-3T-- -,302 . 9 : . . . . . . . . . . . . . . . . . . . . . . . IE W=� - 316:.71 N �a4 7 175884,38 REMOVE EX. CO,& . . . . . . . . . . . . . . . . . . . . " - . . . . . . . . . . . . . . .IE 8"E :;7--316 84- . 316.71 . . . . . . . : . 305 . . . . E 9302802.01 : INSTALL NEW CO IE 8" S =346-84- 396.79 335 REMOVE EX. MH,`& RIM= 347.94 : 335 . . . . . . . . . . . . . . . . . . INSTA.LL NEW 54. "MH. . - . . . . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /E-8"S = 345.07 otAs ) . . . . . . . . . . . . . . . . . . . . RIM=35 61-4 351.57 : . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IE 8" W= 342'4�- ' 342.15 IE 8"E= 34z 51- 342.15 . . . . . . . . . . . . ./E 8.' -M 3 1-" : 34215 . . : . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . " . " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ar AS-BUILT N o Y e m b V r l � 2013! 3 SURVEYED: SCALE: _ DATE:.. ROTH/HILL VERTICAL: NAVD 1988 CITY O F JUNE DESIGNED:JDH 1 "_20' HORIZONTAL• NAD 1983/1991 �. FIEL RENTON Renton Hill AI ley Sewer DBDDK: AS-BUILT INFORMATION PROVIDED BY AMERICAN SURVEYING & ENGINEERING, LLC. ..(L PAGE: DRAWN: JDH SIDE SEWER CONNECTIONS ARE SHOWN IN THEIR AS-BUILT LOCATIONS. DRAWING ND: CHECKED: ONE INCH Plan Works Dept. e r+�/ Z Ai FULL SCALE Replacement 2 013 s J IF NOT ONE INCH `/ `J W NO. REVISION BY DATE AP P R APPROVE LH SCALE ACCORDINGLY SHEET: 3 S - 367 co I\ co i N - RENTON A VE S 1z SEE NOTE 10 OF THE "MANHOLE NOTE: SIDE SEWER LOCATIONS ARE BASE ON NOTES" ON SHEET 4 FOR MANHOLE CCTV INSPECTION. THE CONTRACTOR IS CONNECTIONS. (TYPICAL) RESPOSIBLE TO RECONNECT EACH LIVE 3294700111 SIDE SEWER THAT IS CONNECTED TO THE 816 RENTON AVE S MAIN LINE. co ssMH 3294700081 3294700110 329 z O RIM = 317.28 ( REF . 2' HIGH BROKEN 812 RENTON AVE S 3294700101 32947001QO 708 RENTON AVE S IE W = 309.43 LS #16029 CONC WALL 808 RENTON AVE S 804 RENTON AVE S 706 RE N IE N = 309.78 m GRAVEL EDGE 4' CHAIN LINK IE SE = 309.48 A 3294700090 p I BH GRAVEL EDGE LANDSCAPE 0.4'WxO.4'H WALL 718 RENTON AVE S 3294700091 FENCE REF 712 RENTON AVE S EDGE WEST EDGE r � E -� � LS #15029 y GRAVEL EDGE / GRAVEL EDGE 6' VINYL GRAVEL EDGE 4'x2' LAURAL OF SHED 5'x4' HEDGE 3' WOOD r V FENCE c IPF �" FENCE � \ \ r— GRAVEL Cz5 __ _ U (� / MH#� GRASS � 3 3 D5 BH / — coNc f R MH#2 MH#4 r y m° UP CONC n OD w LAWN 12"PI ROCKERY CONC z n 2x1 .. �° rn �m WEST EDGE OF ' 7 w N CONC GARAGE ARBORVITAE REF CONC 3' WIRE FENCE ' 6 WOOD FENCE 0.5 Wx0.2 H Y 4' VVooD cNW CONC CONC WALL FENCE o.2Wx1'H CONC REF (CAP 5' CHAIN LINK FENCE 3 - UNREADABLE) Q 3294700160 3294700162 PLANTER 131 807 GRANT AVE S 3294700173 ' 811 GRANT AVE S 805 GRANT AVE S 3294700181 3294700180 _ RECONNECTALL EXISTING LIVE 721 GRANT AVE S 715 GRANT AVE S o I SIDE SEWERS. AS-BUILT NOTE: ALL SIDE 8013 GRANT AVE S SEE NOTE 8 OF THE' SEWERS ARE SHOWN CONSTRUCTION NOTES IN THEIR ASBUIL T L OCA TION ON SHEET 4, GRANT A VE S . . . . . .330 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . : . . .325 . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �x. ALLEY ABOVE SEWER ' REMO-VE-ALL' EXISTING ASPHAL T IN THE ALLEY(see sheet 4 for alley restoration detail) : . . .320 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . : : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : r< R REMO X 6" CL Y SE E - - - VE E SEWER AND R :PLACE W/Ty 34�LF O � V 315 _ MH#2 : : MH#4 F VC . . . . . . . . . . . . . . . . . . . . . I�' ��.P�/C G� . . : . . . . . . . . .N. `�- x.7.5440.97: . . . 356 o . . . . . �ee�ene . . . . . . . . . . . . . . . . . . . . . . 007 LF OF 8 4.2,2'y N 7 75525.02 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9/. . . . . . . : . . . . �A�E WITH : E 130246 20 �nn�cn o� rT E 1302 _ REMOVE EX, C.O. & INSTALL 463 87 . REP . 799 - . EWER: RE REMOVE:EX. C.O. & INSTALL- X CLAY SEW 54" SHALLOW MH Lk - • 54 SHALLOW MH . . . . . .31.0 . . . . . . . . . . . . . : .REMOVE- E: . . . . . . . . . . . : : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .RIM=x. :323.45 . . . . . . . . . : . . . _ : . . . . . . . . . : . . - - . . . . - : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . RIM�� " 324-8- - 324.40 lE8" S = 3 6-8 31732 MH#I: . lE 8 N 319.60 319.54 N 17-62- 98:� 175237.95 305 . . . : . . . . . . 1302453,37 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . REMOVE EX. MH & INSTALL NEW 54"MH : RIM=,� -f- 3 17.09 : . . . . . . . . . . . . . . . . . . . . . . . . . . .I.. 8" W= 8 -3-: .308.92. . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . lE 8"N =38��- : 308.92 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IE 8" SE = ;309-. 308.92 (side sewer for 903 Grant A ve S M AAA AS-BUILT November 7, 2013 _ HILL VERTICAL: NAVD 1988 - - - - _- DATE: SURVEYED: SCALE: ROTH 1 20 HORIZONTAL: NAD 1983/1991 ,, CITY 0 F JUNE -.- DESIGNED:JDH - ', - R FIELDBOOK: AS-BUILT INFORMATION PROVIDED BY AMERICAN SURVEYING & ENGINEERING, LLC. RENTON Renton Hill AI ley Sewer PAGE: DRAWN: J D H SIDE SEWER CONNECTIONS ARE SHOWN IN THEIR AS-BUILT LOCATIONS. ONE INGH DRAWING NO: Q CHECKED: Planning/Building/Public Works Dept. Replacement 2013 S- AT FULL S� IF NOT ONE INCH Lu z NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET:77] LH 2 BC .2 , Ili S - 316 /