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HomeMy WebLinkAboutW-358210CONSTRUCTION LIMITS -- / CONSTRUCTION ENTRANCE PROVIDE 15' WIDE PARKING AREA AND EXTEND SOUTHWEST EDGE OF PARKING AREA TO TREELINE 12 � ^ � — FLOW IN 'lei 45 -- / T e (� — — — — JT' rt C 7 ,HEM 8" HDPE CHEM 8" HDPE CHEM ��— "HDPE CHEM °HDPE CHEM 46 ss ss n s' PVC ss a" Pvc ss — ._ s° r7�c Ss i;. E,;c s� e" PVC ss - TEL EL TEL TEL TEI_ TEL TEL L— TEL - -� W W W. W ". W .W W W W W x,— 45 40 35 30 28 HOUSER WAY Ea CT PIPELINE PLAN EXISTING GROUND PROFILE ALONG PROPOSED WATER H: 1" = 15' MAIN ALIGNMENT NOTES /DETAILS 1. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE RESTRAINED JOINT WITH CONC BLOCKING, U.N.O. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. EW -3 a l"t 2. RESTORE ALL DISTURBED AREAS WITH SOD PER THE SPECIFICATIONS AND CITY 1s7 7 WELL E O PARKS DEPARTMENT STANDARDS. SEE TRENCH AND RESTORATION DETAILS FOR BLDG 'GvO ADDITIONAL INFORMATION. RESTORE BALLFIELD FENCE, WOOD BORDER, AND DIRT OUTFIELD TO EXISTING OR BETTER CONDITION. 0 SIGNER 111lf3112 v 3 CITY OF RENTON PARK DEPARTMENT IRRIGATION SYSTEM METER AND PETT a °d ~I BACKFLOW PREVENTION VALVE VAULT. CONTRACTOR SHALL COORDINATE WITH C TRACT R TO SAWCUT 12" K FROM CURRENT DRIVEWAY � PARKS DEPARTMENT TO LOCATE AND MINIMIZE DISTURBANCE TO IRRIGATION E. TAC DRIVEWAY EDGE SYSTEM. CONTRACTOR SHALL REPAIR AND RESTORE IRRIGATION SYSTEM TO 10 A D OBTAI CITY APPROVAL �s EXISTING OR BETTER CONDITION AND IN ACCORDANCE WITH PARKS DEPT. 41 �^ REQUIREMENTS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. P OR TOP VING. i w 4 T.0 .4' 6" DEEP ® ® CONTRACTOR TO ROUTE PRE -CT SAMPLE LINE WITHIN T PVC CONDUIT FROM ° CONT CTOR TO RESTORE SOD AND THE BEGINNING OF THE CT PIPELINE TO THE PROPOSED CHLORINE RESIDUAL SIGNER 11/13/12 16 PROVIgqE 4' WIDE PLANTER STRIP ANALYZER WITHIN THE EW -3 WELL BUILDING. SAMPLE LINES TO BEY21 n, g WITH L(1NDSCAPING BARK ALONG POLYETHYLENE TUBING AND SHALL BE CONTINUOUS IN LENGTH (WITH NO c' OUTHIIEAST SIDE OF DRIVEWAY. COUPLINGS) FROM THE SAMPLE TAP THE TO WELL BUILDING. SEE DWG NO. D22 r C 1 O� / FOR ADDITIONAL INFORMATION, INSTALL CONDUIT WITH LONG RADIUS SWEEPS, ` JY 8 24'00'04" W SEAL BOTH ENDS WITH REMOVABLE CAP, AND PROVIDE SPARE PULL CORD FOR o FUTURE USE. S 23 °54'51 W _ 400.00' EXTEND AIRVAC ASSEMBLY TO FENCELINE AND INSTALL PER CITY OF RENTON o STANDARD PLAN NO.340.4. DO NOT INTERFERE WITH GATE OPERATION. T `L �� -45 © EX. STADIUM LIGHTING SYSTEM, DO NOT DISTURB. lV �y ° D ❑7 EX. ARBORVITAE AND LANDSCAPED AREA, TO BE RESTORED TO EXISTING OR BETTER CONDITION. SEE DWG NO. D21 FOR ADDITIONAL INFORMATION. W 0 ® EX. BUILDING SEWER, DEPTH UNKNOWN. CONTRACTOR TO POTHOLE AND J W W PROTECT DURING CONSTRUCTION. O 09 EX. POWER, CONTRACTOR TO COORDINATE WITH CITY AND POWER UTILITY TO M W a TEMPORARILY DE- ENGERIZE POWER FEED TO WELL BUILDING AS NEEDED FOR , CONSTRUCTION. W M Z 10 PAVEMENT RESTORATION. PROVIDE PERMANENT TRENCH PATCH PER Q a W Q DETAIL . MATCH EXISTING PAVEMENT THICKNESS. QZ DT2 Z LU J W CONNECTION TO EXISTING. FITTING LEGEND Z 3 O. SEE FOR DETAILS. tO 0+89.5, �► IJJ APPROX. STA. 11.1' R, PROVIDE: 20 APPROX. STA. PROVIDE: W � W D21 (1) -10" DI CONCAVE VERT 45" BEND (1) -10" DI CONCAVE VERT 45° BEND Cc W I- Z 5 9O APPROX. STA. 1+13.2,21.6'R, PROVIDE: 10 APPROX. STA. 1+18.6,31.6'R, PROVIDE: LLI (1) -10" DI 45" BEND (RJxRJ) (1) -10" DI 45' BEND (RJxRJ) m (1) -10" x 12" DI REDUCER (RJxRJ) (1) -10" x 12" DI REDUCER (RJxRJ) J (1) -12" x 24" DI REDUCER (RJxRJ) (1) -12" x 24" DI REDUCER (RJxRJ) (1) - 24" DI VERTICAL CROSS (RJxFL), (1) - 24" DI VERTICAL CROSS (RJxFL), FOR POLYPIGGING PER CITY STANDARD FOR POLYPIGGING PER CITY STANDARD PLAN 300.5 PLAN 300.5 (1) -10" DI RJ PIPE, LENGTH TO FIT (1) -10" DI RJ PIPE, LENGTH TO FIT (1) -12" DI RJ PIPE, LENGTH TO FIT (1) -12" DI RJ PIPE, LENGTH TO FIT 8 (1) -24" DI RJ PIPE, LENGTH TO FIT (1) -24" DI RJ PIPE, LENGTH TO FIT 0�71 N E E ORS (1) -2 "AIR RELEASE & VACUUM VALVE (1) -2 "AIR RELEASE & VACUUM VALVE PLANNERS WESTERN HALF OF CT PIPELINE 0 20 ASSEMBLY ASSEMBLY SCIENTISTS 1O APPROX STA 3 +39 5 047-D PROVIDE APPROX STA 3 +39 5 14710 PROVIDE CONNECTION TO EXIS SEE FOR DET D21 - -- I - -- - --- � - --- -- -- FA O50 _ x • 2 X Q O W O.00x 0.6 I% 000? 30 '1 Z rr,n.,a. d o v rnl f rE o9Q— N . N a IrI J� JN QN Jr w- 1—�N 1--CDN i ZN ° Z� °` O< a,m OEMO�� 3M - N °� ¢w ¢w 0 Of WOH-J 11 OHS OFD _ ;w xmw mcow mi 2 30 NOTE WATER MAIN PROFILE SHOWN ALONG PIPE CENTERUNF HORIZONTAL SCALE IS BASED ON DISTANCE ALONG PIPE CASTE,i V tlALC VC l:I I"IFAM 'i CT PIPELINE PROFILE H: 1 " =15', V: 1 " =5' 45 3 . , , 15 , RH2 ENGINEERING. INC. 1 - 24" x 24" DI 90" BEND RJxRJ 1 - 24" x 24" DI 90" BEND RJxRJ http://www.rh2com TING. O (RJxRJ) O (RJxRJ) mailbox&rh2.com 1.800.720.8052 AILS. BELLINGHAM 360.67eo836 16 APPROX. STA. 0 +82.7,12.3' R, PROVIDE: 454 West Horton Road (1)- CONNECTION TO EXISTING 10 "DI, BOTHELL. azsss,soo SEE DWG NO. D21 FOR DETAILS 22722 29th Drive SE. Suite 210 40 EAST PIPE LEGEND 3O APPROX 13 LF of 10" DI RJ PIPE ® APPROX 12 LF of 10" DI RJ PIPE O7 APPROX 15 LF of 10" DI RJ PIPE 35 ® APPROX 24 LF of 10" DI RJ PIPE WENATCHEE sos ees.zsoo 300 Simon Street Suite 5 RICHLAND e..'..0 ier liar Columbia Point Drive, Suite C SILVERDALE 360 e>c.wso 2021 NW Idhyre Rd, Su1te 107 TACOMA zas.2723059 621 Pacific Avenue Suite 104 11 APPROX 226 LF of 24 DI RJ PIPE SCALE: SHOWN 10000000000i ig 12 APPROX 221 LF of 24" DI RJ PIPE 1. 14 APPROX 10 LF of 24" DI RJ PIPE REVISED TO CONFORM D DRAWING IS NOT TO SCALE Z" TO CONSTRUCTION RECORDS IF BAR IS NOT 2" LONG 30 x�9" 9/23/13 �p,E�_KRS pQQ 28 RH2 ENGINEERING INC. DATE IRNEAFD: KMP 5 0' 580' 0 oaiG Feb 14, 2014 91£i N0 iERE INDICATED ON PLANS THE DEPTH OF THE EXISTING WATER, STORM AND OTHER UTILITIES AT CROSSINGS ARE "f 0 (KNOWN. CONTRACTOR SHALL VERIFY AND ADJUST THE PROPOSED WATER MAIN PROFILE AS DIRECTED BY THE CITY Q2 REVISED TO CONFORM TO CONSTRUCTION RECORDS LLC KMP 9/18/13 a T REN 1 AVOID CONFUCT THIS MAY REQUIRE ADDITIONAL EXCAVATION AND PIPE AND FITTING DEFLECTION WHICH SHALL BE Qj RH2 INITIATED RFI #001.0 KRS KMP 3/1/13 .ae xo: 110 -093 1q CIDENTAL TO THE PROJECT. PRONDE 12" MIN CLEARANCE AT CROSSINGS WITH STYROFOAM CUSHION, TYP. N0. REVISION I BY IREVIEW1 DATE I 'i CTEW3– D– PLAN.DWG 101 vN . 3 g S -a-1 6 G n t o� (FLxFL) ( it I 40 _ __ W X (1) -10" DI VERTICAL CROSS (FLxFL), ( (1) -10" DI VERTICAL CROSS (FLxFL), FO Z I 06 ► X � O c 53" d FOR POLYPIGGING PER CITY P POLYPIGGING PER CITY STANDARD P O ► a � a 1i ' -0.50% ~ f (1) -10" DI ADAPTER (RJxFL) ~ X Q lnN a 2 V –0.477 • (1) -10" DI FLANGE COUPLING ADAPTER a U N N > >" L O� Y WITH SHACKLE RODS, SEE DWG NO. D21 W WITH SHACKLE RODS, SEE DWG NO. D21 U C U Q PO W t0 w - -- - -- - FOR ADDITIONAL INFORMATION. W W Q Q d a 5O APPROX. STA. 1+01.7, 11.1' R, PROVIDE: © © A APPROX. STA. 1+01.7,143 R, PROVIDE: " U_\ _� d (1) -10" DI 45° BEND (RJxRJ) 8 ( k (1) -10" DI 450 BEND (RJxRJ) ® a a ZD �¢ JC7 H J�� O, rn H r rn OC6M �¢w Ooc°Dn ^js 30 OHJ OH-� r S N W 2 A W 11 2 5' 200' 100' 5 9O APPROX. STA. 1+13.2,21.6'R, PROVIDE: 10 APPROX. STA. 1+18.6,31.6'R, PROVIDE: LLI (1) -10" DI 45" BEND (RJxRJ) (1) -10" DI 45' BEND (RJxRJ) m (1) -10" x 12" DI REDUCER (RJxRJ) (1) -10" x 12" DI REDUCER (RJxRJ) J (1) -12" x 24" DI REDUCER (RJxRJ) (1) -12" x 24" DI REDUCER (RJxRJ) (1) - 24" DI VERTICAL CROSS (RJxFL), (1) - 24" DI VERTICAL CROSS (RJxFL), FOR POLYPIGGING PER CITY STANDARD FOR POLYPIGGING PER CITY STANDARD PLAN 300.5 PLAN 300.5 (1) -10" DI RJ PIPE, LENGTH TO FIT (1) -10" DI RJ PIPE, LENGTH TO FIT (1) -12" DI RJ PIPE, LENGTH TO FIT (1) -12" DI RJ PIPE, LENGTH TO FIT 8 (1) -24" DI RJ PIPE, LENGTH TO FIT (1) -24" DI RJ PIPE, LENGTH TO FIT 0�71 N E E ORS (1) -2 "AIR RELEASE & VACUUM VALVE (1) -2 "AIR RELEASE & VACUUM VALVE PLANNERS WESTERN HALF OF CT PIPELINE 0 20 ASSEMBLY ASSEMBLY SCIENTISTS 1O APPROX STA 3 +39 5 047-D PROVIDE APPROX STA 3 +39 5 14710 PROVIDE CONNECTION TO EXIS SEE FOR DET D21 - -- I - -- - --- � - --- -- -- FA O50 _ x • 2 X Q O W O.00x 0.6 I% 000? 30 '1 Z rr,n.,a. d o v rnl f rE o9Q— N . N a IrI J� JN QN Jr w- 1—�N 1--CDN i ZN ° Z� °` O< a,m OEMO�� 3M - N °� ¢w ¢w 0 Of WOH-J 11 OHS OFD _ ;w xmw mcow mi 2 30 NOTE WATER MAIN PROFILE SHOWN ALONG PIPE CENTERUNF HORIZONTAL SCALE IS BASED ON DISTANCE ALONG PIPE CASTE,i V tlALC VC l:I I"IFAM 'i CT PIPELINE PROFILE H: 1 " =15', V: 1 " =5' 45 3 . , , 15 , RH2 ENGINEERING. INC. 1 - 24" x 24" DI 90" BEND RJxRJ 1 - 24" x 24" DI 90" BEND RJxRJ http://www.rh2com TING. O (RJxRJ) O (RJxRJ) mailbox&rh2.com 1.800.720.8052 AILS. BELLINGHAM 360.67eo836 16 APPROX. STA. 0 +82.7,12.3' R, PROVIDE: 454 West Horton Road (1)- CONNECTION TO EXISTING 10 "DI, BOTHELL. azsss,soo SEE DWG NO. D21 FOR DETAILS 22722 29th Drive SE. Suite 210 40 EAST PIPE LEGEND 3O APPROX 13 LF of 10" DI RJ PIPE ® APPROX 12 LF of 10" DI RJ PIPE O7 APPROX 15 LF of 10" DI RJ PIPE 35 ® APPROX 24 LF of 10" DI RJ PIPE WENATCHEE sos ees.zsoo 300 Simon Street Suite 5 RICHLAND e..'..0 ier liar Columbia Point Drive, Suite C SILVERDALE 360 e>c.wso 2021 NW Idhyre Rd, Su1te 107 TACOMA zas.2723059 621 Pacific Avenue Suite 104 11 APPROX 226 LF of 24 DI RJ PIPE SCALE: SHOWN 10000000000i ig 12 APPROX 221 LF of 24" DI RJ PIPE 1. 14 APPROX 10 LF of 24" DI RJ PIPE REVISED TO CONFORM D DRAWING IS NOT TO SCALE Z" TO CONSTRUCTION RECORDS IF BAR IS NOT 2" LONG 30 x�9" 9/23/13 �p,E�_KRS pQQ 28 RH2 ENGINEERING INC. DATE IRNEAFD: KMP 5 0' 580' 0 oaiG Feb 14, 2014 91£i N0 iERE INDICATED ON PLANS THE DEPTH OF THE EXISTING WATER, STORM AND OTHER UTILITIES AT CROSSINGS ARE "f 0 (KNOWN. CONTRACTOR SHALL VERIFY AND ADJUST THE PROPOSED WATER MAIN PROFILE AS DIRECTED BY THE CITY Q2 REVISED TO CONFORM TO CONSTRUCTION RECORDS LLC KMP 9/18/13 a T REN 1 AVOID CONFUCT THIS MAY REQUIRE ADDITIONAL EXCAVATION AND PIPE AND FITTING DEFLECTION WHICH SHALL BE Qj RH2 INITIATED RFI #001.0 KRS KMP 3/1/13 .ae xo: 110 -093 1q CIDENTAL TO THE PROJECT. PRONDE 12" MIN CLEARANCE AT CROSSINGS WITH STYROFOAM CUSHION, TYP. N0. REVISION I BY IREVIEW1 DATE I 'i CTEW3– D– PLAN.DWG 101 vN . 3 g S -a-1 6 G n t o� (FLxFL) ( (FLxFL) j ji a a Y Y W W (1) -10" DI VERTICAL CROSS (FLxFL), ( (1) -10" DI VERTICAL CROSS (FLxFL), FO Z O 0 06 ► Z 5 53" d FOR POLYPIGGING PER CITY P POLYPIGGING PER CITY STANDARD P O ► a a 3 y ~ (1) -10" DI ADAPTER (RJxFL) ( (1) -10" DI ADAPTER (RJxFL) ~ a 2 V (1) -10" DI FLANGE COUPLING ADAPTER ( (1) -10" DI FLANGE COUPLING ADAPTER a U N N > >" L 2 V Y WITH SHACKLE RODS, SEE DWG NO. D21 W WITH SHACKLE RODS, SEE DWG NO. D21 U FOR ADDITIONAL INFORMATION. F FOR ADDITIONAL INFORMATION. W W Q Q d 5O APPROX. STA. 1+01.7, 11.1' R, PROVIDE: © © A APPROX. STA. 1+01.7,143 R, PROVIDE: d (1) -10" DI 45° BEND (RJxRJ) 8 ( (1) -10" DI 450 BEND (RJxRJ) ® a a WESTERN HALF OF CT PIPELINE 0 20 ASSEMBLY ASSEMBLY SCIENTISTS 1O APPROX STA 3 +39 5 047-D PROVIDE APPROX STA 3 +39 5 14710 PROVIDE CONNECTION TO EXIS SEE FOR DET D21 - -- I - -- - --- � - --- -- -- FA O50 _ x • 2 X Q O W O.00x 0.6 I% 000? 30 '1 Z rr,n.,a. d o v rnl f rE o9Q— N . N a IrI J� JN QN Jr w- 1—�N 1--CDN i ZN ° Z� °` O< a,m OEMO�� 3M - N °� ¢w ¢w 0 Of WOH-J 11 OHS OFD _ ;w xmw mcow mi 2 30 NOTE WATER MAIN PROFILE SHOWN ALONG PIPE CENTERUNF HORIZONTAL SCALE IS BASED ON DISTANCE ALONG PIPE CASTE,i V tlALC VC l:I I"IFAM 'i CT PIPELINE PROFILE H: 1 " =15', V: 1 " =5' 45 3 . , , 15 , RH2 ENGINEERING. INC. 1 - 24" x 24" DI 90" BEND RJxRJ 1 - 24" x 24" DI 90" BEND RJxRJ http://www.rh2com TING. O (RJxRJ) O (RJxRJ) mailbox&rh2.com 1.800.720.8052 AILS. BELLINGHAM 360.67eo836 16 APPROX. STA. 0 +82.7,12.3' R, PROVIDE: 454 West Horton Road (1)- CONNECTION TO EXISTING 10 "DI, BOTHELL. azsss,soo SEE DWG NO. D21 FOR DETAILS 22722 29th Drive SE. Suite 210 40 EAST PIPE LEGEND 3O APPROX 13 LF of 10" DI RJ PIPE ® APPROX 12 LF of 10" DI RJ PIPE O7 APPROX 15 LF of 10" DI RJ PIPE 35 ® APPROX 24 LF of 10" DI RJ PIPE WENATCHEE sos ees.zsoo 300 Simon Street Suite 5 RICHLAND e..'..0 ier liar Columbia Point Drive, Suite C SILVERDALE 360 e>c.wso 2021 NW Idhyre Rd, Su1te 107 TACOMA zas.2723059 621 Pacific Avenue Suite 104 11 APPROX 226 LF of 24 DI RJ PIPE SCALE: SHOWN 10000000000i ig 12 APPROX 221 LF of 24" DI RJ PIPE 1. 14 APPROX 10 LF of 24" DI RJ PIPE REVISED TO CONFORM D DRAWING IS NOT TO SCALE Z" TO CONSTRUCTION RECORDS IF BAR IS NOT 2" LONG 30 x�9" 9/23/13 �p,E�_KRS pQQ 28 RH2 ENGINEERING INC. DATE IRNEAFD: KMP 5 0' 580' 0 oaiG Feb 14, 2014 91£i N0 iERE INDICATED ON PLANS THE DEPTH OF THE EXISTING WATER, STORM AND OTHER UTILITIES AT CROSSINGS ARE "f 0 (KNOWN. CONTRACTOR SHALL VERIFY AND ADJUST THE PROPOSED WATER MAIN PROFILE AS DIRECTED BY THE CITY Q2 REVISED TO CONFORM TO CONSTRUCTION RECORDS LLC KMP 9/18/13 a T REN 1 AVOID CONFUCT THIS MAY REQUIRE ADDITIONAL EXCAVATION AND PIPE AND FITTING DEFLECTION WHICH SHALL BE Qj RH2 INITIATED RFI #001.0 KRS KMP 3/1/13 .ae xo: 110 -093 1q CIDENTAL TO THE PROJECT. PRONDE 12" MIN CLEARANCE AT CROSSINGS WITH STYROFOAM CUSHION, TYP. N0. REVISION I BY IREVIEW1 DATE I 'i CTEW3– D– PLAN.DWG 101 vN . 3 g S -a-1 6 G n t o� 2 30 NOTE WATER MAIN PROFILE SHOWN ALONG PIPE CENTERUNF HORIZONTAL SCALE IS BASED ON DISTANCE ALONG PIPE CASTE,i V tlALC VC l:I I"IFAM 'i CT PIPELINE PROFILE H: 1 " =15', V: 1 " =5' 45 3 . , , 15 , RH2 ENGINEERING. INC. 1 - 24" x 24" DI 90" BEND RJxRJ 1 - 24" x 24" DI 90" BEND RJxRJ http://www.rh2com TING. O (RJxRJ) O (RJxRJ) mailbox&rh2.com 1.800.720.8052 AILS. BELLINGHAM 360.67eo836 16 APPROX. STA. 0 +82.7,12.3' R, PROVIDE: 454 West Horton Road (1)- CONNECTION TO EXISTING 10 "DI, BOTHELL. azsss,soo SEE DWG NO. D21 FOR DETAILS 22722 29th Drive SE. Suite 210 40 EAST PIPE LEGEND 3O APPROX 13 LF of 10" DI RJ PIPE ® APPROX 12 LF of 10" DI RJ PIPE O7 APPROX 15 LF of 10" DI RJ PIPE 35 ® APPROX 24 LF of 10" DI RJ PIPE WENATCHEE sos ees.zsoo 300 Simon Street Suite 5 RICHLAND e..'..0 ier liar Columbia Point Drive, Suite C SILVERDALE 360 e>c.wso 2021 NW Idhyre Rd, Su1te 107 TACOMA zas.2723059 621 Pacific Avenue Suite 104 11 APPROX 226 LF of 24 DI RJ PIPE SCALE: SHOWN 10000000000i ig 12 APPROX 221 LF of 24" DI RJ PIPE 1. 14 APPROX 10 LF of 24" DI RJ PIPE REVISED TO CONFORM D DRAWING IS NOT TO SCALE Z" TO CONSTRUCTION RECORDS IF BAR IS NOT 2" LONG 30 x�9" 9/23/13 �p,E�_KRS pQQ 28 RH2 ENGINEERING INC. DATE IRNEAFD: KMP 5 0' 580' 0 oaiG Feb 14, 2014 91£i N0 iERE INDICATED ON PLANS THE DEPTH OF THE EXISTING WATER, STORM AND OTHER UTILITIES AT CROSSINGS ARE "f 0 (KNOWN. CONTRACTOR SHALL VERIFY AND ADJUST THE PROPOSED WATER MAIN PROFILE AS DIRECTED BY THE CITY Q2 REVISED TO CONFORM TO CONSTRUCTION RECORDS LLC KMP 9/18/13 a T REN 1 AVOID CONFUCT THIS MAY REQUIRE ADDITIONAL EXCAVATION AND PIPE AND FITTING DEFLECTION WHICH SHALL BE Qj RH2 INITIATED RFI #001.0 KRS KMP 3/1/13 .ae xo: 110 -093 1q CIDENTAL TO THE PROJECT. PRONDE 12" MIN CLEARANCE AT CROSSINGS WITH STYROFOAM CUSHION, TYP. N0. REVISION I BY IREVIEW1 DATE I 'i CTEW3– D– PLAN.DWG 101 vN . 3 g S -a-1 6 G n t o� WENATCHEE sos ees.zsoo 300 Simon Street Suite 5 RICHLAND e..'..0 ier liar Columbia Point Drive, Suite C SILVERDALE 360 e>c.wso 2021 NW Idhyre Rd, Su1te 107 TACOMA zas.2723059 621 Pacific Avenue Suite 104 11 APPROX 226 LF of 24 DI RJ PIPE SCALE: SHOWN 10000000000i ig 12 APPROX 221 LF of 24" DI RJ PIPE 1. 14 APPROX 10 LF of 24" DI RJ PIPE REVISED TO CONFORM D DRAWING IS NOT TO SCALE Z" TO CONSTRUCTION RECORDS IF BAR IS NOT 2" LONG 30 x�9" 9/23/13 �p,E�_KRS pQQ 28 RH2 ENGINEERING INC. DATE IRNEAFD: KMP 5 0' 580' 0 oaiG Feb 14, 2014 91£i N0 iERE INDICATED ON PLANS THE DEPTH OF THE EXISTING WATER, STORM AND OTHER UTILITIES AT CROSSINGS ARE "f 0 (KNOWN. CONTRACTOR SHALL VERIFY AND ADJUST THE PROPOSED WATER MAIN PROFILE AS DIRECTED BY THE CITY Q2 REVISED TO CONFORM TO CONSTRUCTION RECORDS LLC KMP 9/18/13 a T REN 1 AVOID CONFUCT THIS MAY REQUIRE ADDITIONAL EXCAVATION AND PIPE AND FITTING DEFLECTION WHICH SHALL BE Qj RH2 INITIATED RFI #001.0 KRS KMP 3/1/13 .ae xo: 110 -093 1q CIDENTAL TO THE PROJECT. PRONDE 12" MIN CLEARANCE AT CROSSINGS WITH STYROFOAM CUSHION, TYP. N0. REVISION I BY IREVIEW1 DATE I 'i CTEW3– D– PLAN.DWG 101 vN . 3 g S -a-1 6 G n t o� 11 APPROX 226 LF of 24 DI RJ PIPE SCALE: SHOWN 10000000000i ig 12 APPROX 221 LF of 24" DI RJ PIPE 1. 14 APPROX 10 LF of 24" DI RJ PIPE REVISED TO CONFORM D DRAWING IS NOT TO SCALE Z" TO CONSTRUCTION RECORDS IF BAR IS NOT 2" LONG 30 x�9" 9/23/13 �p,E�_KRS pQQ 28 RH2 ENGINEERING INC. DATE IRNEAFD: KMP 5 0' 580' 0 oaiG Feb 14, 2014 91£i N0 iERE INDICATED ON PLANS THE DEPTH OF THE EXISTING WATER, STORM AND OTHER UTILITIES AT CROSSINGS ARE "f 0 (KNOWN. CONTRACTOR SHALL VERIFY AND ADJUST THE PROPOSED WATER MAIN PROFILE AS DIRECTED BY THE CITY Q2 REVISED TO CONFORM TO CONSTRUCTION RECORDS LLC KMP 9/18/13 a T REN 1 AVOID CONFUCT THIS MAY REQUIRE ADDITIONAL EXCAVATION AND PIPE AND FITTING DEFLECTION WHICH SHALL BE Qj RH2 INITIATED RFI #001.0 KRS KMP 3/1/13 .ae xo: 110 -093 1q CIDENTAL TO THE PROJECT. PRONDE 12" MIN CLEARANCE AT CROSSINGS WITH STYROFOAM CUSHION, TYP. N0. REVISION I BY IREVIEW1 DATE I 'i CTEW3– D– PLAN.DWG 101 vN . 3 g S -a-1 6 G n t o� 101 vN . 3 g S -a-1 6 G n t o�