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HomeMy WebLinkAboutS-404203STA- 6o+61.,7, 43t PROLOGIS RENTON 9 N (E'SMT CTRLINE) _ Nt S7A:22+%98, 24 �,A,i 22 1 4 @ . ;�9, 26.92' E (NORTH) S7A:80+66.22, 16.62'L O VERTICAL CROSSING (MJxFL) FOR POLYPIGGING STA:80+71.61, 16.661 (E'SMT CTRLINE) = 601 MONSTER ROAD SW qtt 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG (E'SMT CTRLINE) _ S�-A! 222 1 62.99, 1$T3T (NORTH) STA:22+56.24, 1&42�L O 1-BLIND FLANGE ON BOTTOM 9;Ati-221�,491'6 (NORTH) 1.5" IRRIGATION METER, 4 A PORTION OF THE NW 1 /4 OF SECTION 24, 1-PLUG(MJ) WITH 2" TAP & 2" BLOW -OFF 1,2 STA:22+56.24, 1&60'L 2" WATER METER - C.O.R. STD PLAN 320.3 TEMPORARY BLOCK DOMESTIC SERVICE, 4 & BACKFLOW PREVENTION ASS'Y C5.1 TOWNSHIP 23 RANGE 4 E. W.M. 0 C.O.R. STD PLANS 300.1 & 300.5 C5.1 -C.O.R. STD PLAN 320.3 REFER TO IRRIGATION DESIGN FOR ADDITIONAL w-w_L�c-� _ C51 DETAIL AT THIS CONNECTION) CITY OF RENTON, KING COUNTY, WASHINGTON w SD -SD -SU-SD SD-SD-gp w - sD - w - w w _ \ 26 LF 12" SSMH TYPE II 48 c 1 -_w - - D �R RIM=26.36 _ w� ss - G w 12" ADS I.E. E=15.26' STA: 98+61.71 ss _ c c w\ poGJ 12" ADS I.E. W=15.46' (E'SMT CTRLINE) = - s SD - D - SD - SC�- S c G w _ P GJ STA: 54+83.52, sty so = sD - - - sp _ s _ - 33.26' R (EAST) = _ E66 LF STA: 70+94.34, ss ss _ ss ss _ ss x�'�pwgTf so / �� r DOMESTIC LINE 16.85' R (NORTHEAST) STA: 100+59.20, 3.86' R N /R 1 - 12" MJ 22.5' BEND A (E'SMT CTRLINE) 1 - THRUST BLOCK STA: 72+84.86, 3.86' R c w (NORTHEAST) J 1 - 12" MJ 11.25' BEND z w w T STA: 98+85.54 (E'SMT CTRLINE) = 1 - THRUST BLOCK SSMH TYPE II 48" I 2 w STA; 54+91.80, 55.61' R (EAST) _ O RIM=22.85 N SSMH TYP II 48' � '� � 3 s 12" CE LIN OF S STA; 71+11.20 (NORTHEAST) 12" PVC I.E. E=iD.10' s° RIM=24.17 PR PO E WATER MAIN �: c w _ STA:100+42.90 12" PVC' W=18 7' TER c \ w� / 1 - THRUST ST 4BLOCKND ( ) 8" PVC I.E. S=17.00' �, 99 LF 12" c E'SMT CTRLINE _ z N TOP OF FITTI OL = 22.7t- >z PROPOSED w I I STA:82+95.92, 0.23`RTER _ D.I. WATER 2 � �/���y,� w w P STA: 72+68.56, QTA. oP + n& , o (E'SMT CTRLINE) = 15'�W TER_, 1 �C k, \ (NORTHEAST) N " 99.26, 0.23'R 9�-'F�99 (WtST) = SEMENT C5.0 w P c 1 - 12" MJ 11.25' BEND/RIM=287.45 PE II 48" • - - - - 1 �T;r�9;z�.Q�1a6 (NORTH) S`ji 1 - THRUST BLOCK24.77, 10.W'L 1 - 12" MJ 90' BEND -----_s .E. S=15.15' - - r� li 1 - THRUST BLOCK - \�ins� P P V SSMH P11" I I 1 2 NORTH RM=4.5 O 12" PVC I.E. E=15.84" I I -;7 I; 3 0 9 0. w _j sD O 12" PVC I.E. W=16.14' N I N J I c w� " PVC LE. E=1 7 9 ' I / s w� yo I.E. NW=17.89' N U w N o 1 ♦ ` STA: 88 1 88-6 -STA:80+79. 2 \ \ NEW FDC ASSEMBLY 3 I U (E'SMT CTRLINE) - c>\ CENTERLINE IZ NEW FIRE HYDRANT ss s D STA: 85+23.43, 20.08' R o ROVIDE 8" FIRELIWE I Z N c� STA: RTH c POSED WATER MAIN o (E'SMT CTRLINE) _ (DESIGN BY FIRE I Q ASSEMBLY PER 3 ( \ c \ w STA: 44+71.75, 20.08' L WEST I C.O.R. STD. PLAN � 1 - 12" MJ 45' BENDS .21 10.75 \ (WEST) PR TECTION ENGINEER) o X 310.1 C5.1 ` 1 - 12" MJ 22.5' BEND G w I .71 I STA:81+79.18, Q � RIM=23.71 I 1 2 -THRUST BLOCK � �� 8" PVC I.E. N=18.11' I o Z (E'SMT CTRLINE) _s°\ \s A W (NORTH) c U _ - a 17 LF 12" A NEW FIRE HYDRANT N L- - - - - 1 - 12" FL x 6" FL TEE STA:21t41, 10.52'L G ASSEMBLY PER 3 W M► 2- 12" GATE VALVE (FLxMJ) D.I. WATER w C.O.R. STD. PLAN 1 - THRUST BLOCK70P OF FITTING EL = 21.8f 14 \ �° 10t LF 12' \ 310.1 C5.1 I 1 - 6" GATE VALVE (FLxMJ) � D.I. WATER STA:85+3424, 2.10'R -3 12 1 - FIRE HYD. ASSY S1 81+79 14'R KEY NOTES: U RELOCATE EXISTING UTILITY VAULT. COORDINATE WITH UTILITY PURVEYOR. APPROXIMATE RELOCATION SHOWN SUBJECT TO FINAL UTILITY PURVEYOR APPROVAL. SEE SHEET C6.0 FOR LOCATIONS. O ] REMOVE EXISTING POWER POLE. co SEE GENERAL NOTE #1, THIS SHEET. 0 3❑ REFER TO BM P NOTES, KEYNOTE #12 O AND DETAIL 4 ON SHEET C5.2 FOR 00 SOIL CONDITIONS AND EXCAVATION r WITHIN THIS AREA. (� ® REFER TO BMP NOTES, KEYNOTE #13 AND DETAIL 5 ON SHEET C5.2 FOR SOIL CONDITIONS AND EXCAVATION WITHIN THIS AREA. _41- Nego ZONAL RECORD DRAWING 03-15-2021 • MCCOC WATER STA: (E'SMT 29 LF 12 \ MINIMUM REQUIRED VERTICAL SEPARATION BETWEEN UTILITY PIPES AT CROSSING IS 1.0 FEET. STA.44+59.41, (E'SMT CTRLINE) _ FIRE RISER ROOM CTRLINE) = S�{ Za '' � D.I. WATER ,)� 10 �O 0.57'R (WEST) ETHOFOAM PAD SHALL BE PROVIDED BETWEEN UTILITIES PIPES AT CROSSINGS WHERE THE 1.0 FOOT 70P OF FlT1Nri� 1 - 12" MJ 90' BEND ® y26LF 12" D.I. WATER NEW WALL MOUNTED STA:21+41, 1& 72 ® 6 �O EL 19.7t T 3 I PIV ASSEMBLY (DCVA 8 LF 6"0 CL52 D.I. 13 w�TFR `� '�`j VERTICAL SEPARATION IS NOT AVAILABLE. v �o 32791 �- ' 1 - 12" GATE VALVE (FLxMJ) o STA:84+16.43 INSIDE RISER ROOM) STA:98+33.05 �2�3 ood\�- --. .?s �Issse• Gti 1 - THRUST BLOCK N 1 (E'SMT CTRLINE) = STA.83+81.46, 0.04'R (E'SMT CTRLINE) _ �; �,� ss \ sv `SjONAL O� so STA'.85+23.69, 0.25'L o 1 I STA: 45+78.75 (WEST) (E'SMT CTRLINE) = STA: 54+63.26, 1 • �0 3 So �' O CTA. 86 , 23 A Z (E'SMT CTRLINE) _ ' I 1 - 12" MJ 90' BEND CTA_ AC , , Z \ _ �lI (WEST)STA:46+13.72, 1104'1113.00' R (EAST) = 14 LF 12" STAR 71.49, (WEST) o 1 - THRUST BLOCK 1 - 12" MJ x 8" FL TEE STA: 70+84.39, D.I. WATER ; 1 2 12 Sc p `J so so TOP 1 FITTING 1 - 12" MJ x 6" FL TEE 1 - 8" GATE VALVE (FLxMJ) 43.72' R (NORTHEAST) I .1. WATER oc SSMH TYPE II 48" \ EL _ 20.it 1 - THRUST BLOCK I 1 - THRUST BLOCK 1 - 12" MJ 45' BEND I I RIM=28.51 1 - 6" GATE VALVE (FL x MJ) 30 LF 8"0 CL52 D.I. - THRUST BLOCK 1 �G° 12" PVC I.E.E=14.31'�'\�_ so STA:85+23.31, STA-98+1&61b MD - I _ 10.55'R 1 - FIRE HYD. ASSY I SSMH TYPE it 48" E'SMT CTRLINE - I I ° 12" PVC I.E. W-1 A z,1 (E'SMT CTRLINE) _ FILLED WITH WATER ) I �` 3 A / ��\ T J q \ STA:54+48.81, 1292'R � 8" VC S�„=-44 1 ;Z!-�§19�6 (WEST) I RIM=25.11 I TOP OF FITTING 1 - 12" MJ x 6" FL TEE STA,44+71.87, 10.551 10 LF 6"0 CL52 D.I. 8" N. I.E.=18.07 EL ' 24.3f 1 - 12" GATE VALVE (FLxMJ) CONNECT TO EXISTING 12" MAIN j 1.5" IRRIGATION METER PER CHANNELED � HANNELED TOE & S. I � � .C.O.R. CH pOFNT 1 - THRUST BLOCK I 3 I F PER C.O.R. STD. PLAN 300.1 STD. PLAN - 320.3 1 - 6" GATE VALVE (FL x MJ) I b STA:100+80.19, 4.61' R (E'SMT CTRLINE) PROPOSED 15' WATER EASEMENT 1 - FIRE HYD. ASSY 1 STA: 73+05.84, 4.61' R (NORTHEAST) � STA:98+18.94� 16.74'R I � I \ J N 12"x12" TAPPING TEE (MJxFL) - -- 25�7 LF 1 .ee' � (E'SMT CTRLINE) = 1w � � p I - - - - - - - D.I. W T R STA.86+1Q34, 286'R PROPOSED 1Q 1 �, ' 12" TAPPING GATE VALVE (FLxMJ) STA:54t49.14, 29.74'R 9 LF 6"0 CL52 D.I. 3 I I o TEMPORARY PLUG (MJ) WITH 2-INCH TAP CENTERLINE OF (E'SMT CTRLINE) = STA.41+13107, 0.10'LBUILDING AND 2-INCH BLOW -OFF ASSEMBLY T PROPOSED WATER MAIN (WEST) 762,550 SF NEW FIRE HYDRANT PROPOSE 15' o I I CONCRETE BLOCKING 1 - 12" MJ x 6" FL TEE ASSEMBLY PER 3 WATER EAS MENT I I NOTE: NEW WATER MAIN TO BE INSTALLED _ W w FF - 29.78 C.O.R. STD. PLAN I° - 12" GATE VALVE (FLxMJ) _ C5.1 `� I � � I �I BETWEEN 6 AND 8 FEET FROM THE CENTERLINE J 1.5" IRRIGATION DOUBLE 1 - THRUST BLOCK ILL \ OF THE EXISTING STORM LINE AND STRUCTURES CHECK VALVE PER r t^= 1= - IE V x MJ 1J I I C.O.R. STD. PLAN - 1 - IRE HYD. ASSY o 1 I ; 1 C.O.R. STD. PLANE- 320.3 4 / 340.8 • INLET INTO 8' 3 - STA:86+10.35, 1Q10'L CENTERLIN OF I `� I I ;; STA: 100+70.20, 4.25' R (E'SMT CTRLINE) = C5 1 C5.1 C5 2 architects S CTRLINE = TOP OF FITTING EL = 24.8t PROPOSED WATER AIN I STA: 72+95.85, 4.25' R NORTHEAST - - - - - - - - - - - - - X 200 SWALE 5.0 ( ) 88' R+(WEST 128TR I I ' N �. PER C.O.R. STD. PLAN 3 0.1 ) 2.0" RPBA IN "HOT BOX" ' ` � (WEST) STA:95+18.53, 1.38'R � I "; � PER C.O.R. STD. PLAN - 350.2 4 CL52 D.I. (E'SMT CTRLINE) = 12 1 I �. VERTICAL CROSSING (MJxFL) FOR POLYPIGGING /• 1 L I STA:51+4&72, 1&31'R - - -- SD D SSMn i ii-�-n -ro .: - - I 6"0^ PAII I ' p ! 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG C5.2 950 Pacific Avenue, Suite 450 RIM-24. 9 _ NEW FIRE HYDRANT 1 - 12" M x 6' FL TE 1-BLIND FLANGE ON BOTTOM (FULL OF WATE) - ASSEMBLY PER 1 - 12" GATE A E7FLxMJ I I ' 1-PLUG(MJ) WITH 2" TAP & 2" BLOW -OFF II II C.O.R. STD. PLA 1 - R ST BLOCK � _ � _ _ � :; J I -• I 1 TEMPORARY BLOCK 2.0 DOMESTIC AND 1.5 IRRIGATION METER Tacoma WA 98402 SEE SHEET C5.0B FOR � 3 I-�' I 1 � AS BUILT WATER IN 13 3101 C5.1 1 - 6" GATE VA V (FLxMJ) Ti FORI : 1 NTS 253-572-4903 STA:91+76.64, Q86'L STA:95+an. 1&01'R 1 - FI YD. ASSY I ; THIS AREA. STk32+ 4% 1 zlt (E'SMT CTRLINE) _ (E'S T TRL - X _ 1 i IN I I o� ► GENERAL NOTES: I I 1D53 ELF R 1 - 12" FL x 6" FL TEE STA:51+48.98, 28.01'R 9 LF CL52 D.I. - " 1 1 II I WATER KEY NOTES: 9�,1 48" 3 NV 13 1 IClient: STA.89+61. Rµ26ii 2 - 12" GATE VALVE (FLxMJ) 1 if T7 ALTO tom. 1 - THRUST BLOCK I 11 8" PVC LE�N=19.99'�6� � I � 1. SEE SHEET C3.1 AND C3.2 FOR UTILITY STA:40+30.46, Q52'L W. 11 1. 2009' -` _ I 1 - 6" GATE VALVE (FL x MJ) 2 I I I I I I 3 I PROFILES. INSTALL 12" TEMPORARY END CAP AND TEMPORARY BLOCKING ON pnu A STA:91+76, 5.01'R 1 - FIRE HYD. ASSY 5•0 III EXISTING 12" WATER LINE (BY CITY FORCES). PROVIDE A MINIMUM 1po I (E'SMT CTRLINE) = 13 I 3 OF 5 FOOT SPACING BETWEEN END CAP AND NEW WATER LINE STk30+29.46.6•46� ° N I I 2. CONTRACTOR SHALL ADJUST EXISTING STA:89+63.17, 2.77' R , ST •32+�•28' 1OPO NEW FIRE HYDRANT , INSTALLATION FOR TEMPORARY BLOCKINGS. FINAL CONNECTION TO ° TOP OF FITTING EL - 25.6f5 LF 6"0 CL52 D.I. PROPOSED 15' ASSEMBLY PER I I I ; UTILITIES AND APPURTENANCES THAT REMAIN EXISTING WATER LINE TO BE DONE BY CITY FORCES AFTER (E'SMT CTRLINE) _ WATER EASEMENT C.O.R. STD. PLAN 3 00�0 I II I I I TO FINISH GRADE WITHIN THE PROJECT STA: 40+29.25 (WEST) = N y 3 - 13 78 LF 12" 263 LF 12" 310.1 3 COMPLETION OF INSTALLATION, CLEANING, TESTING AND DISINFECTION STA: 30+30.00, 5.25' L (SOUTH) 115 LF 12" C5.1 I / BOUNDARY AS NECESSARY. I. A 4 3 I / 3. ALL MECHANICAL JOINT FITTINGS AND VALVES OF NEW WATER MAINS. 1 - 12" MJ 90' BEND I _ _ _ _ /�► V' - � I F 12 - - - cs � 78 LF 12' D.I. WATER I C NG N ' �' �2 EXISTING METERS ARE TO BE REMOVED AND REPLACED. NEW PROLOGIS 1 - THRUST BLOCK o I 5 D.I. WATER � I SHALL HAVE RESTRAINED GLANDS EQUAL TO 8 HIS CO ST I!0 RE D DRAWING IS A COPY MEGALUG SERIES 1100 IN ADDITION TO METERING NUMBERS WILL BE ASSIGNED BY THE WATER PURVEYOR N - OFTHEA P OV DNS UCTI NDRAWINGS CONCRETE THRUST BLOCKS PER CITY OF 1272E Gateway Dr., Suite 110 - SOUTH - - - - - - - J 1 /// REPAR Y NO A C ITEC S AND HAS BEEN RENTON STD PLANS 330.2 AND 330.3 ON AFTER INSTALLATION. NUMBERING OF THE EXISTING METERS IS AS Y y - ---- - --- ---- I I FOLLOWS: - - EDITED EFLECT SB I CO DITIONS. THE SHEET C5.2. DOMESTIC: 3" - RADIO #154771030 (#006360 COR MAPPING) Tukwila, WA 98168 SSMH TYPE II 48"� so - s� - SD so INFOR M PROVI ED THE E RECORD 4. WORK ORDERS WITH THE DRY UTILITY - - - __ _ ='r ' - J FIRE: 10" - RADIO #15494768 (#006361 COR MAPPING) 206-414-7625 - DR S IS M INA 1 N OF FIELD SURVEYED RIM=24.56 � �-- � - . _ . --- - '. �_ PURVEYORS AREN'T AVAILABLE AT THIS TIME / �- I " / 7 ° /� L-- _ __ • 0TR -�_� ��\; LDREVISIONS. AS THEY'RE IN THE DESIGN PROCESS. 8" DI I.E. E=20.81' 4 ��� M b D CU NTE FIE 8" PVC I.E. SW=20.56 1 N /� -CEN7ERLlNE..OF_ (E'SMT CTRLINE) CONTRACTOR TO COORDINATE WITH THE S-404203 8" PVC I.E. N=20.36' 5.0 ss o �/ €O WATER-MMN = STA:35fO2.89, 11.0TR -� OTHER UTILITIES PRIOR TO CONSTRUCTION. I _ST��X29, 12.89'R -� I - DISCEPANCIES SHALL BE BROUGHT TO THE W-404203 SSMH IYPE II 48" 1 - 12" MJ 90' BEND�� ATTENTION OF THE ENGINEER AND CITY OF R-404216 RIM=25.03 STA:9go 10+75.72, 1.09 _ ��_ 1 - THRUST BLOCK' r _f RENTON FOR REVIEW PRIOR TO 8" PVC I.E. SE=20.93' I I /� / . 8" PVC I.E. W=20.73' (E'SMT CTRLINE) _ - I - _ _ _ = TOP OF Finn EL - 26.1f 3 CONSTRUCTION. IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1 REVISED PER CITY COMMENT LETTER DATED 12/21 18 JRE 04 02 19 • SSMH TYPE II 48" A; -_ 3 CROSSING TABLE CROSSING # FINISHED GRADE PIPE 1 PIPE 2 DIFF 0 26.40 12" DI WATER 8" PVC SEWER IE=20.60 CROWN=19.27 1.33' 0 26.19 8" CPEP STORM 8" PVC SEWER IE=22.85 CROWN=19.42 3.43' 0 26.32 12" DI WATER 8" DI STORM C ROW N=21.42 I E= 22.67 1.25' ® 27.81 12" DI WATER 18" CPEP STORM IE=22.71 CROWN=21.44 1.27' 50 26.41 12" DI WATER 18" CPEP RD IE=21.31 CROWN=20.59 0.72' * © 25.26 12" DI WATER 8" CPEP STORM CROWN=21.26 IE=21.69 0.43' * 70 26.23 8" CPEP STORM 18" CPEP RD I E=20.96 CROWN=19.47 1.49' ® 29.69 12" DI WATER 18" CPEP STORM I E=23.36 CROWN=22.36 1.00, 90 26.46 2" DOMESTIC WATER 12" CPEP STORM IE=24.21 CROWN=23.13 1.08' 10 31.46 12" DI WATER EX. 10" STORM ADS CROWN=25.56 IE=27.08 1.52' 11 28.61 6" DI WATER 18" CPEP STORM I E=24.03 CROWN=22.54 1.49' 12 26.84 12" DI WATER 12" CPEP STORM CROWN=22.84 IE=23.58 0.74' O3 28.08 6" DI WATER 18'' CPEP STORM CROWN=20.91 IE=21.41 0.50' 14 27.75 12" DI WATER 18'' CPEP STORM CROWN=20.97 IE=21.47 0.50' H H _0 2 REVISED PER CITY COMMENTS DATED 05 07 19 JRE 06 03 19 , RIM=25.81 1 - 12" R 45' BEND I NEW FIRE HYDRANT I ® DEVELOPMENT ENGINEERING 8" PVC I.E. NW=21.26' � � � 1 - THRUST BLOCK I1 � � l f I I'` ,� �I ASSEMBLY PER 3 REVISED PER CITY COMMENTS TO C2.0, C6.0 & C6.2 JRE p6 21 1g is z 8" PVC I.E. SE=21.36' 1 I f ; C.O.R. STD. PLA 3 4 REVISED PER CITY COMMENTS TO C6.0 JRE 06 25 19 Bbannwarth 10/28/2020 SEE SHEET C5.0B FOR i I II 310.1 C5.1 5 REVISED PER CITY COMMENTS TO NGPA & WALL HEIGHTS JRE 07 23 19 3 O �J STA:90+9&M 0.29'R 6 REVISED WATER QUALITY TREATMENT VAULT C3.0, C3.1, C3.4, & C3.5 JRE 08 20 19 ------ _yam,/ I ' AS BUILT SEWER IN II (E'sMr CTRLINE) _ / 7 CONSTRUCTION COORDINATION SET JRE 10 21 19 VN 0' 25' 50' 100' Know what's below.Z THIS AREA - E_u 4s" `^ / // j1 - 12" MJ 45' BENDSTA:31+61.24, 1110'R 8 CONSTRUCTION COORDINATION SET - PSE/SDWLK REVISION JRE 12 20 19 ' ' RIM=28.50 / / �� / / 1 - THRUST BLOCK 8A REVISED WATER CONNECTION PER CONFLICT WITH HP GAS MAIN STN 10 30 19 CCNUMUCTED 1"-50' Call before you dig. 8" PVC I.E. S=22.40' / ��� ��� TOP OF FITTING EL - 2&91 9 PSE/SDWLK REVISION CITY COMMENTS C6.0 & C6.2 JRE 1 14 202E 8" PVC I.E. N=21.90' / / / / 10 CONSTR. COORD. REVISED ROOF DRAIN CLEANOUTS, ADDED CB#7A JRE 1/16/2020 SUS SCAB. VERTICAL. DAMMVD I • PROLOGIS RENTON 9 i/i 6/1$ 11 REVISED WATER SERVICE LINE TO BUILDING JRE 5 13 2020 DESIGNED; 1 ~ = 50' HORIZONTAL: NAD ieea/�eei \, CITY OF 601 MONSTER ROAD SW Fl°-DBD°"' 12 REVISED ADA RAMP DETAIL 2, SHEET C6.2 JRE 7 24 202E J. Eaves/J. Hein � RENTON PAS � 13 REVISED UTILITIES FOR TENANT IMPROVEMENTS JRE 8 27 202E °R"w"` Record Drawingdocuments 03-15-2021 J / / J. Eaves/J. Hein ONE INCH DRAWING N0' 14 REVISED PER CITY TENANT IMPROVEMENT COMMENTS JRE 9/15/2020 CHECKED: DATUM Plannin Buildin Public Works Dept. COMPOSITE STORMWATER DRY UTILITIES C5.0 C O S. Nelson AT FULL SCALE (�/ (�/ P 1 J • O IF NOT ONE INCH VV i NO. REVISION BY DATE APPR Amw&D: SCALE ACCORDINGLY SANITARY SEWER, WATER & FIRE PLAN SHEET: 1s Of'.