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S-86-13.1
n W. 3 Z t E W J LL W N 4900 tLJ Z W 7 IY J I LL_ L J N N 4600 N 4600 N A400 it C\' N Nw m 136= N R > y11 G"fNi IAT N 4410 a�16 dfN� YD4ANT H 4390 -E4614 unq EL,38'4 8 Vi' MH Ni N4542 E4592 Top ELEV. 38.70 ,r I 29 "t7 12 ACP WP NV - F° o W TOSS BUILT BY d v J CONNECT WATee Pipe _0 6 Q F sue¢ VCP DI z v I amZ� I "Ifl N 4547 Ao W ACP F w & I h o E452 i a m h GJ. 5ANITARV SEWER MANHOLE EN5TING 36" s� �R,C,P (N, I. C) CLEANOUT A i= II J y-1Tli �CILK 10 -B�ACP FA RICH F.H. J N N 4600 N 4600 N A400 it C\' N Nw m 136= N R > y11 G"fNi IAT N 4410 a�16 dfN� YD4ANT H 4390 -E4614 unq EL,38'4 8 Vi' MH Ni N4542 E4592 Top ELEV. 38.70 ,r I 29 "t7 12 ACP WP N 4600 N 4400 NV - LEGEND TOSS BUILT BY CONNECT WATee Pipe _0 WATER PIPE VCP VITRIFIED CLAY PIPE - -e i C T-. n C. 1. CAST IRON PIPE N 4547 Ao 5EWER OR WATERPIPE fly nNERS ACP ASBESTOS CEMENT Pl 31 Cow, E452 NOT IN THIS CONTRACT 0 5ANITARV SEWER MANHOLE AA�� HYDRANT _ O CLEANOUT A i= II N4562 -11i GROUND y-1Tli �CILK 10 -B�ACP -4 Fill HvortAnr EL,388 4[ I' APCO N0. 142 QELIEF VALVE 2 2 IN CONC,METER BOX, jOLDETAAIL ZIC5 n SEE CoSrA pIESA L"(ATER D15T: F' O to- w4 rIL mAIR f4'war FAG L. Y CONNECT TO IAAINI WITH I" A, r I O 40* 4" WYE w pit tiY1rR spmsi d'�J qr E44221 M1f uy r 'al No ILA _ool D JME 44v. I ,Ma rIK aTEa I: I D D I N G AT ILL E4410 d'f•L1I4Cir0 Trr 3r l llcN "A" w v H3854-E4761' w F4 a as eNAillf" 31 6 "� .... !fir• �-, /.✓ wMS HYd..w+ PLOW errs 4Oraaia'J +211. ofte E CONSTRUITION /wJLS A.HARLE E'CA two vi �HJ. O in W NJ• � N Laas4A aNrr1/ el l EF. Di.., in o CONCRETE ENC95EMEN " � Na Rk N rc TEE G LONG UNDER WALL g NI3456 E4001.5 Cm I AT F-4320 " R m o p°(o INV. 24,55 MH No.4 N 542 E428 IJ 8�GP IN 31.10 ID TOP 111 3570 4\ L aT L O In Ill •20 CE4 RICH "A" a V A) C AT E42% to -- q C�ouND EL.38 3 Gvow L.38 E15y' �� it Of o N L d 0 I REUE 4" WYE AT E4200 4" WYE AT E4153 N4112-E4614 �' 1 ND GQDU FL , 3B •Z N 411 W'/E AT V 0 4 "Wvr_ AT E4067 M M LL 2 S W l' `f4 ' O MH N¢5 N4542-E4016 D, W _J L d/. MAaN IN INV.33.1 ToP ELEV. 38.17 + J• D, V N 4 5T N. INY.33A0 PIK our. x - HYD 4 •P cc 1 452R 3 -E3942 'ER -ACP E3921 Igo GROLINP 136.6 101, /� T 259 N 4600 N 4400 I N BRISTOL STREET N v W N O N �Ip i NS N u r= J = N H L z 2 IJ rr CONNECT Til LEGEND TOSS BUILT BY CONNECT WATee Pipe _0 WATER PIPE VCP VITRIFIED CLAY PIPE - -e i C T-. SANITARY 511 ER PIPE C. 1. CAST IRON PIPE PIPE PIPE 70 BE INSTALLE 6Y 5EWER OR WATERPIPE fly nNERS ACP ASBESTOS CEMENT Pl 31 Cow, N,I, C. NOT IN THIS CONTRACT 0 5ANITARV SEWER MANHOLE 14800 O CLEANOUT i= II WATER VALVE 10 -B�ACP Q7 Fill HvortAnr Q ]C I' APCO N0. 142 QELIEF VALVE 2 2 IN CONC,METER BOX, jOLDETAAIL ZIC5 4 SEE CoSrA pIESA L"(ATER D15T: F' O to- w4 rIL mAIR f4'war FAG L. Y CONNECT TO IAAINI WITH I" A, r I O Tv PE K CoPPu TUBING w pit tiY1rR spmsi aM aM M1f aaaaaMMraa r _ool JME 44v. I ,Ma rIK aTEa I: I D D I N G 44*5 oolooloopi d'f•L1I4Cir0 Trr 3r l llcN "A" w v H3854-E4761' w F4 a as eNAillf" 31 6 "� .... !fir• �-, /.✓ wMS HYd..w+ PLOW errs 4Oraaia'J +211. ofte E CONSTRUITION /wJLS A.HARLE I N BRISTOL STREET N v W N O N �Ip i NS N u r= J = N H L z 2 IJ rr 2 7ER15 CONNECT Til TOSS BUILT BY CONNECT WATee Pipe _0 12' 'j V .,, 34% 47- E49 - -e i C T-. O I .20.75 ZZ'9 PIPE PIPE 70 BE INSTALLE 6Y OTHERS C-0 LONG UNDER OQAIN 31 Cow, IST, G 45" RCP (N.I.0 C (N.IIX.) AT APPQeCy N4 4- E4940 14800 = i= ®" I�-6•GIw uur 10 -B�ACP r 0 Q 6 ATN4003 ZIC5 fill n F' O to- w4 rIL mAIR f4'war FAG L. Y K" A, r I O w EXISTING 12 Q am RCP (N. C.) ' cz _ool 44v. I ,Ma rIK aTEa I: MH No.1 Oly oolooloopi d'f•L1I4Cir0 Trr 3r l llcN "A" w v H3854-E4761' w F4 a as eNAillf" 31 6 "� FR ToP ELCY.3270 2s1 HYd..w+ PLOW errs 4Oraaia'J +211. ofte E 0 � 44�j E'CA two vi �HJ. W NJ• Laas4A aNrr1/ el l EF. Di.., RICH w rw Tw �� Hv0�T CONCRETE ENC95EMEN 6 G LONG UNDER WALL g NI3456 E4001.5 Cm I a R m o p°(o INV. 24,55 Q IJ 8�GP w Q Z�s g 4\ L aT L O uri 3 = yy Ill L u to F t HYDR ANT Of o N L d AIR REUE N4112-E4614 �' ND GQDU FL , 3B •Z N z: dl Zlnj V S l04' 12'FlCP EA587 2 S W l' `f4 ' D, W L d/. MAaN IN "o + J• D, V N � � PIK our. RICH •P cc 2 7ER15 N 4200 N 3400 CONNECT Til TOSS BUILT BY OTNEES AT APPRCK. V .,, 34% 47- E49 - -e i C T-. O I .20.75 ZZ'9 CDNCRII ENCAS MENT C-0 LONG UNDER OQAIN 31 Cow, IST, G 45" RCP (N.I.0 C Qui4-Ii -L IIO 14800 = i= EAIObD 10 -B�ACP r 0 Q ATN4003 ZIC5 fill n F' O to- w4 rIL mAIR f4'war FAG L. Y K" A, r iK , w EXISTING 12 RCP (N. C.) ' cz 44v. I ,Ma rIK aTEa I: s l llcN "A" w �L w F4 a as eNAillf" 31 6 "� N 4258-E393Z fGRoUNO�EL.363 -,-1 / 4 \ �^ N 4200 N 3400 CONNECT Til TOSS BUILT BY OTNEES AT APPRCK. V .,, 34% 47- E49 - -e i C T-. ILH,jol NT GRO I .20.75 ZZ'9 CDNCRII ENCAS MENT C-0 LONG UNDER OQAIN 31 Cow, IST, G 45" RCP (N.I.0 C Qui4-Ii -L IIO 14800 `L Y PIPE TO M155 ALL F TING f.. 15 ` t,' t o t)<"wt Mina.. o III f h is- ' YD2ANT F� H3563-E4455 f Q SIDEHNLK 23�45 ' 3 - I0 5ECT10H 5 8`C I - 6 45/ AWWA PIPE UNOEe CULVERT AT N3608-N3610-Illl TENHNT SHOPS N 4000 N 3600 NOTES I. COORDINATES TO PIPE5,MANHOLF-5, 5. COST OF ALL PIPE INDICATED III ARE TO CENTERLINE. THUS ♦ 5HALL DE INCLUDED AS A 2. BUILDING OUTLINE (SINGLE LINE) SEGREGATED BID ITF-M, Curti (DOUMLE LINE) ARE SHOWN 6.005T OF ALL PIPE_ , FITTINGS 4 YIN FOR INFORMATION ONLY. 'INDICATED THUS •°' 5HALL BE INCL- 3. MINIMUM COVER OVER WATER Ili UDED AS A SEGRE(i BID ITEM 15 4. ALL TEES, WYE3, STUBS,Erc., THAT ARE PROVIDED FOR 51UILDING SERVICES SHALL Be PLUGGED OR CONNECTED TO SLICH SERVICES IF THEY ARE INSTALLED. N 311 SOUTH COAST PLAZA COSTA MESA , CALIFORNIA 14600 �,C INpO{ryT- {11CWTON CHAINIM i ELEY. ADDED H ,#' 1t.I/SIIlS eo.DED -I'IVr EEIU.eTlVSDT 1 5 ISE TENANT AREA SIIVIR•CXAN6E RIP VENTS H 1120' ow r"w{.TI�L o.i LIUE M �+LU wwio .+� Pin "w � ua "ter rP e.wn YN M N 2600 N2600 N21400 Q E 4200 Ao I, m d a EXISTInG 33'TeUNr A a3i SEWLR W II 1Z +u D- TOP OF 12'PI E TO Be M, 0.10 Asove Tor of II MH No.7 5e_e PPE, INV. 14 -14.50 I MH III MAIN PLAN 12'CJ, RPe- 0- 37 %, +- ,NZ335t -E4072 INV. 1 5.94 I I II i CE4 II E4wo �c INSERT PLAN- 5EWF -R CONTINUATION 4• GA4 LINE N 3200 N 3000 42800 u°QF� Z LZ \ JR �HVDQ ANLT I/ u z +r + -a 44oi •r a N3010- E4393.5 . E4400 o GQOulsvi '7 " ACP WATE E4368 J. - 6 TEE III 2" -1 II 123. 4 "TEE III I I to" -riff 11 149 ' O Z l+ J aL = 3 'o CN1- I 4;3) ti NIAY CO, E420C O W.Tra. 1 r Ta NYii..NT > h Y a oc A It HYORANr - 7_ IE4148 -Gevun EL 36) rM g 4 � R�T4 �= "' ~ q w_ MH Hol - IMIPFVALVE N2945E4012 N2745- E4072 `rn .E"40 7.50 1 TOP ELEV. 3' IE °ST[aL GAtINa h+v. 16.85 TOP ELE 34.10 ��pQLO owl, AT ER• ACP RICHa' AcE „ l 4 Al2 "VCP 12 VCP INV 16.04 FT1R CONTINUA TI Oill la, QF SANIri Of`© 1N Z Q N A 6 N O T �. loss TFL'T M. rF vALL JEWEQ,SEE 1"5111 - 3LEiri IN wAll KENO ar LINr Flats, ►HA.E 1 ar 4' NJ Z N = M ME E 401% PLA ABOVE E4000 o INCLINE N ao T i W LIMIT OF CONCR 5e _ Z W ® ENCASEMENT = d n N 3052 To N 3102 L y:~Z 10 ° GATE VA its AVOCO N O 1Y L.M.0 w.O• ZL u a Q v IS) 9 C� 5, CI HYDRANT ar 3" CPsa A;� r,N. A Ni!'9...1.0 -E3B26 4 INV. 27.00 &FVCND EL, 319 EUM H255l MH Ni " F_3800 N2545 -E3500 N 3400 N 3200 N 3000 I O P ELEV. 31.80 N 2600 6` STUB 5. INv.26 80 0 M h 0 Ma7AMl1N 7 fAYIr,IW" L RUM 6RPWIN6_ 7-z4-56 M Tlii� Par taa li. SITE UTILITIES 1060 ClE-3 I" DRAIN CHANNEL ZS 6= %N10111 ILH,jol NT GRO ND EL ZZ'9 I` 31 Cow, N 4046 C = Z EAIObD 10 -B�ACP Q ATN4003 ZIC5 Il O to- w4 rIL mAIR f4'war FAG L. Y A, r iK , w 0 1ILO O EL00. IF33' ACP u S cz 44v. I ,Ma rIK aTEa I: as eNAillf" 31 6 "� - - 2,F$'tru 44�j E'CA two vi L,;7,41I NJ• RICH w rw Tw �� Hv0�T m o RIC "A" \Wl FV Q HY0 RANT n3734- E4001.3 w g NI3456 E4001.5 Cm I a GROuNO EL.24.B m o ° GROuNID EL. 25.0 C) L N w Q g 4\ L aT L O uri 3 = yy L u S 1° Z _ N 4000 N 3600 NOTES I. COORDINATES TO PIPE5,MANHOLF-5, 5. COST OF ALL PIPE INDICATED III ARE TO CENTERLINE. THUS ♦ 5HALL DE INCLUDED AS A 2. BUILDING OUTLINE (SINGLE LINE) SEGREGATED BID ITF-M, Curti (DOUMLE LINE) ARE SHOWN 6.005T OF ALL PIPE_ , FITTINGS 4 YIN FOR INFORMATION ONLY. 'INDICATED THUS •°' 5HALL BE INCL- 3. MINIMUM COVER OVER WATER Ili UDED AS A SEGRE(i BID ITEM 15 4. ALL TEES, WYE3, STUBS,Erc., THAT ARE PROVIDED FOR 51UILDING SERVICES SHALL Be PLUGGED OR CONNECTED TO SLICH SERVICES IF THEY ARE INSTALLED. N 311 SOUTH COAST PLAZA COSTA MESA , CALIFORNIA 14600 �,C INpO{ryT- {11CWTON CHAINIM i ELEY. ADDED H ,#' 1t.I/SIIlS eo.DED -I'IVr EEIU.eTlVSDT 1 5 ISE TENANT AREA SIIVIR•CXAN6E RIP VENTS H 1120' ow r"w{.TI�L o.i LIUE M �+LU wwio .+� Pin "w � ua "ter rP e.wn YN M N 2600 N2600 N21400 Q E 4200 Ao I, m d a EXISTInG 33'TeUNr A a3i SEWLR W II 1Z +u D- TOP OF 12'PI E TO Be M, 0.10 Asove Tor of II MH No.7 5e_e PPE, INV. 14 -14.50 I MH III MAIN PLAN 12'CJ, RPe- 0- 37 %, +- ,NZ335t -E4072 INV. 1 5.94 I I II i CE4 II E4wo �c INSERT PLAN- 5EWF -R CONTINUATION 4• GA4 LINE N 3200 N 3000 42800 u°QF� Z LZ \ JR �HVDQ ANLT I/ u z +r + -a 44oi •r a N3010- E4393.5 . E4400 o GQOulsvi '7 " ACP WATE E4368 J. - 6 TEE III 2" -1 II 123. 4 "TEE III I I to" -riff 11 149 ' O Z l+ J aL = 3 'o CN1- I 4;3) ti NIAY CO, E420C O W.Tra. 1 r Ta NYii..NT > h Y a oc A It HYORANr - 7_ IE4148 -Gevun EL 36) rM g 4 � R�T4 �= "' ~ q w_ MH Hol - IMIPFVALVE N2945E4012 N2745- E4072 `rn .E"40 7.50 1 TOP ELEV. 3' IE °ST[aL GAtINa h+v. 16.85 TOP ELE 34.10 ��pQLO owl, AT ER• ACP RICHa' AcE „ l 4 Al2 "VCP 12 VCP INV 16.04 FT1R CONTINUA TI Oill la, QF SANIri Of`© 1N Z Q N A 6 N O T �. loss TFL'T M. rF vALL JEWEQ,SEE 1"5111 - 3LEiri IN wAll KENO ar LINr Flats, ►HA.E 1 ar 4' NJ Z N = M ME E 401% PLA ABOVE E4000 o INCLINE N ao T i W LIMIT OF CONCR 5e _ Z W ® ENCASEMENT = d n N 3052 To N 3102 L y:~Z 10 ° GATE VA its AVOCO N O 1Y L.M.0 w.O• ZL u a Q v IS) 9 C� 5, CI HYDRANT ar 3" CPsa A;� r,N. A Ni!'9...1.0 -E3B26 4 INV. 27.00 &FVCND EL, 319 EUM H255l MH Ni " F_3800 N2545 -E3500 N 3400 N 3200 N 3000 I O P ELEV. 31.80 N 2600 6` STUB 5. INv.26 80 0 M h 0 Ma7AMl1N 7 fAYIr,IW" L RUM 6RPWIN6_ 7-z4-56 M Tlii� Par taa li. SITE UTILITIES 1060 ClE-3