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PZ - Sewer Plan and Profile Line A & BSS S SSMH: Al STA:0+91.06 RIM:2575.12 INV IN:2563.86 8" PVC INV IN:2563.86 8" PVC INV OUT:2563.76 8" PVC PI I -----------------------� I PI-. PI ss -ss -S SS SS SS SS PISS P I SS SS SS SS -PI- $$ PI $$ Pi- -ss- $ ---------- ---- --------- - - --- - � --- ----�-----�u------W------enc-------v�-----�a------u�---- �-- d W W W SSMH: A2 - -- T_ STA: 573.5 5 RIM:2573.53 \ INV IN:2564.85 8" PVC i INV IN:2564.85 8" PVC \ uNi I INV OUT:2564.75 8" PVC '\ z SS LINE A PLAN STA: 0+00 - 9+56 = 1"=40' 0 20 40 80 160 240 SCALE IN FEET 257! CID 2571 r+ 0 256! Dmi T!7 MWATil r>wiTsl t4WiTi1 ►.FWiTil LIIWiTil f�SiTil S SS SS SS SSMH: A3 STA:7+ 13.55 RIM:2573.62 \ INV IN:2566.55 8" PVC INV OUT:2566.45 8" PVC U MUM ss -ss -ss SSMH: A4 STA:9+55.65 RIM:2576.51 INV IN:2567.62 8" PVC INV IN:2567.62 8" PVC INV UT:2567.52 8" PVC q-Lnn r.1".T.i i ss ss ss W Vv ' PI PI DI_ SS N 9+65 2580 256 -0+uo�00 2 SS SCA UtJU ItVV ItJU LtUU LtJU JtVU LINE A PROFILE STA: 0+00 - 9+56 LE: T=40' HORIZ, 1"=4' VERTICAL JtJU `+tUU `ttJU JtUU JtJU OtVV OtJV /tVU /tJV OtVV OtJV zitVU SSMH: B1 I C`� � �-------- STA:0+56.84 ,�-'/ N SSMH: B4 RIM:2573.69�__ � N STA:7+25.67 ®® INV IN:2564.19 8" PVC _ RIM:2573.30 e INV OUT:2564.09 8" PVC INV OUT:2567.43 8" PVC SS SS SSMH: Al ' -- SSMH: B2 /SS STA:0+91.06 - STA:5+46.37 RIM:2573.95 RIM:2575.12 SSMH: B3 STA:2+64.44 ,�'"� SS N INV IN:2563.86 8" PVC N cnRIM:2573.35--------------------- ------------------------ --- INV IN:2565.12 8" PVC - --� SS/ INV IN:2563.86 8" PVC W W W W_ INV IN:2566.35 8PV -WC W W N, N INV OU2565.02 8" PVC INV OUT:2566.25 8 PVC WINV OUT:2563.76 8" PVC 55/ n SS SS SS SS SS SS SS SS SS SS SS SS SS SS �- w � a ---_---_--- ----- --- --- -- N I I N I -------------- -------- --------- _-�r-------1--- PI PI PI PI DI ni ni rJv SS LINE B PLAN STA: 0+00 - 7+26 NORTH SCALE: 1"=40' 0 20 40 80 160 240 SCALE IN FEET 7+35 2580- 257! 2571 256! -7-i-nn r-Lnn r,_Lnn n-Lnn Station z_Lnn 0-Lnn 1 Lnn z � -T- �O Q � r V Z O 2-w J W z z CL O INV IN:2563.86 STA: RIM: 0 +9 25 8" 1.06 75.12 PVC 00 ,�8www'r0 W w W Q O W Q F W 2 S L L O Z cnd0�w w pOp Q�za~OFFOF� awZ10ow v OMo 4i=FOz'0aw© OzwOQdpF' N Q W 2 U z= 0 0 0 W C7OOFFaJ w �1 w a=w�v0��¢ �cnzILL_}0w� a: q N � - W ,o cn w ort zOC7¢QPaLL <zz ,'zcn=a ow I INV IN:2563.86 V OUT:2563.76 8" 8" EXISTINGGRADE Q 0 N lr_ g w t w o o w� Q Gi4 W Z m L/) o = ��~z_Woc~ia w W QU1a P w0 wow- Q} 0 Q U ti N m d F O H 0¢ Q a 0 O O W ti c U co � co � q P -4Q - co •� Q w co o�N� A m m X II■� o < 0 N Lo o PROPOSE FINISHED GRADE A N SSMH:133 STA:5 INV IN:2566.35 INV 0 46.37 T:2566.2 PVC 8" PVC EXISTING GRADE INV INV ST -RM:257 IN:2567. IN:2567. SSMH:A :9+55.6 . 2 8" PV 2 8" PV 11 pwr S T 2:62 +64.44 :2M:2573.95 A SSMH:B1 STA:0+56 RIM:2573 O SS STA H:A1 0+91.06 S PIKA-9S-77 SSMH: A:3+13.55 C,7 2 RI INV INV 3.95 IN:2565. OUT:256 2 8" PV .02 8" PVC 84 69 I� a A STA: RIM: SMH:A3 +13.55 573.62 A /F CONNEC 8" STUB TO EXISTING INV OUT:256 INV INV INV IN:2563. IN:2563. OUT:256 6 8" PV 6 8" PV .76 8" PVC IN IN INV IN:2564. IN:2564. UT:2564. 5 8" PV 5 8" PVCINV 5 8" PV O W A INV IN OUT 2566.55 2566.45 8" PVC 8" PVC V W- Z PROJECT DATE 07142 09-05-17 DRAWN CHECKED JPN JTW r--- REVISED _SHEET 1111 SEWER PLAN AND PROFILE LINE A&B SHEET PP31 ORIGINAL SHEET SIZE 36" x 48" 256 -0+uo�00 2 SS SCA UtJU ItVV ItJU LtUU LtJU JtVU LINE A PROFILE STA: 0+00 - 9+56 LE: T=40' HORIZ, 1"=4' VERTICAL JtJU `+tUU `ttJU JtUU JtJU OtVV OtJV /tVU /tJV OtVV OtJV zitVU SSMH: B1 I C`� � �-------- STA:0+56.84 ,�-'/ N SSMH: B4 RIM:2573.69�__ � N STA:7+25.67 ®® INV IN:2564.19 8" PVC _ RIM:2573.30 e INV OUT:2564.09 8" PVC INV OUT:2567.43 8" PVC SS SS SSMH: Al ' -- SSMH: B2 /SS STA:0+91.06 - STA:5+46.37 RIM:2573.95 RIM:2575.12 SSMH: B3 STA:2+64.44 ,�'"� SS N INV IN:2563.86 8" PVC N cnRIM:2573.35--------------------- ------------------------ --- INV IN:2565.12 8" PVC - --� SS/ INV IN:2563.86 8" PVC W W W W_ INV IN:2566.35 8PV -WC W W N, N INV OU2565.02 8" PVC INV OUT:2566.25 8 PVC WINV OUT:2563.76 8" PVC 55/ n SS SS SS SS SS SS SS SS SS SS SS SS SS SS �- w � a ---_---_--- ----- --- --- -- N I I N I -------------- -------- --------- _-�r-------1--- PI PI PI PI DI ni ni rJv SS LINE B PLAN STA: 0+00 - 7+26 NORTH SCALE: 1"=40' 0 20 40 80 160 240 SCALE IN FEET 7+35 2580- 257! 2571 256! -7-i-nn r-Lnn r,_Lnn n-Lnn Station z_Lnn 0-Lnn 1 Lnn 256 7+35 2 SS SCA /tUU OtJU OtVU LINE B PROFILE LE: T=40' HORIZ, T=4' VERTICAL JtJV J-I-UU `FtJU STA: 0+00 - 7+26 IFtVV JtJV JtVV L'YJV L'YUU I tJU I TVU VtJU ?575 rTl CD ?570 Q 0 >_565 2560 O+GM+10 ?575 1570 ?565 2560 9+50 9+65 GENERAL NOTES A. THE PROPOSED IMPROVEMENTS AS SHOWN ARE CONCEPTUAL. THEY SHOW ONE WAY IN WHICH NECESSARY SANITARY SEWER, POTABLE WATER, AND PRESSURIZED IRRIGATION CAN BE CONSTRUCTED IN ORDER TO SERVE THE PROPOSED DEVELOPMENT. PRIOR TO CONSTRUCTION, DETAILED ENGINEERING PLANS, REPORTS AND SUPPORTING INFORMATION MUST BE PREPARED FOR REVIEW AND APPROVAL BY AGENCIES HAVING JURISDICTION. Q z c� Iil / m HIGHWAY 20/26 _ I4': '--HIGHWAY 20/26 - - W. CHINDEN BLVD. W Ml k/M OVERALL SEWER 115 SCALE: T=200' 0 100 200 400 600 SCALE IN FEET m z z PLAN 800 z � �O Q � r V Z O 2-w J W z z CL O INV IN:2563.86 STA: RIM: 0 +9 25 8" 1.06 75.12 PVC 00 ,�8www'r0 W w W Q O W Q F W 2 S L L O Z cnd0�w w pOp Q�za~OFFOF� awZ10ow v OMo 4i=FOz'0aw© OzwOQdpF' N Q W 2 U z= 0 0 0 W C7OOFFaJ w �1 w a=w�v0��¢ �cnzILL_}0w� a: q N � - W ,o cn w ort zOC7¢QPaLL <zz ,'zcn=a ow I INV IN:2563.86 V OUT:2563.76 8" 8" PVC PVC Q 0 N lr_ g w t w o o w� Q Gi4 W Z m L/) o = ��~z_Woc~ia w W QU1a P w0 wow- Q} 0 Q U ti N m d F O H 0¢ Q a 0 O O W ti c U co � co � q P -4Q - co •� Q w co o�N� A m m X II■� o < 0 N Lo o SSMH:B4 STA:7+25.67 iM:257 . INV OUT:2567 43 8" PVC M co O A N SSMH:133 STA:5 INV IN:2566.35 INV 0 46.37 T:2566.2 PVC 8" PVC EXISTING GRADE S T 2:62 +64.44 :2M:2573.95 A SSMH:B1 STA:0+56 RIM:2573 O A RI INV INV 3.95 IN:2565. OUT:256 2 8" PV .02 8" PVC 84 69 I� a A A INV OUT:256 .09 8" PVC O W A V W- Z PROJECT DATE 07142 09-05-17 DRAWN CHECKED JPN JTW REVISED _SHEET 1111 SEWER PLAN AND PROFILE LINE A&B SHEET PP31 ORIGINAL SHEET SIZE 36" x 48" 256 7+35 2 SS SCA /tUU OtJU OtVU LINE B PROFILE LE: T=40' HORIZ, T=4' VERTICAL JtJV J-I-UU `FtJU STA: 0+00 - 7+26 IFtVV JtJV JtVV L'YJV L'YUU I tJU I TVU VtJU ?575 rTl CD ?570 Q 0 >_565 2560 O+GM+10 ?575 1570 ?565 2560 9+50 9+65 GENERAL NOTES A. THE PROPOSED IMPROVEMENTS AS SHOWN ARE CONCEPTUAL. THEY SHOW ONE WAY IN WHICH NECESSARY SANITARY SEWER, POTABLE WATER, AND PRESSURIZED IRRIGATION CAN BE CONSTRUCTED IN ORDER TO SERVE THE PROPOSED DEVELOPMENT. PRIOR TO CONSTRUCTION, DETAILED ENGINEERING PLANS, REPORTS AND SUPPORTING INFORMATION MUST BE PREPARED FOR REVIEW AND APPROVAL BY AGENCIES HAVING JURISDICTION. Q z c� Iil / m HIGHWAY 20/26 _ I4': '--HIGHWAY 20/26 - - W. CHINDEN BLVD. W Ml k/M OVERALL SEWER 115 SCALE: T=200' 0 100 200 400 600 SCALE IN FEET m z z PLAN 800 z � �O Q � r V Z O 2-w J W z z CL O ZwO W w 0 W mO 00 ,�8www'r0 W w W Q O W Q F W 2 S L L O Z cnd0�w w pOp Q�za~OFFOF� awZ10ow v OMo 4i=FOz'0aw© OzwOQdpF' N Q W 2 U z= 0 0 0 W C7OOFFaJ w �1 w a=w�v0��¢ �cnzILL_}0w� a: q N � - W ,o cn w ort zOC7¢QPaLL <zz ,'zcn=a ow Co O M 2 0o z I- Of 0 0~ Z~ awaZz02� F Q 0 N lr_ g w t w o o w� Q Gi4 W Z m L/) o = ��~z_Woc~ia w W QU1a P w0 wow- Q} 0 Q U ti N m d F O H 0¢ Q a 0 O O W ti c U co � co � q P -4Q - co •� Q w co o�N� A m m X II■� o < 0 N Lo o •POOIMM4 M co O A N H W A O A I� a A A r� O W A V W- Z PROJECT DATE 07142 09-05-17 DRAWN CHECKED JPN JTW REVISED _SHEET 1111 SEWER PLAN AND PROFILE LINE A&B SHEET PP31 ORIGINAL SHEET SIZE 36" x 48"