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HomeMy WebLinkAbout2494T 1011 WTI r UOL 2;mi2wl wi i"o 000, R! NOT N TO GME V PIT' T, Nz_ 'P� Wil 0 - WARM Oil "IlE Tm ym -D,. PLAN N0_ 10-C -5-AR Cl-,, Yt ST SW L�F, b "A" `URIBI ONL�Y, T�r 'RE), 2Y 7- �l PER CITY M. PLAN NO. 104� 58 �L.F, '01NMUCTS0 U, 51, GUTTER W4 P 4 R r C -ON CT LUTM, AMM:CURS PER QrTY SM. PLAN NO, 1'06*C & D6TAfL ON SHEET I SIST RRU C 32 L�F� 13,51-0 S.F. L 0� 103. 4 TD:v LAN Go 5FRUCT POC S K �PER C"M S P N R PER W DETAILS ON SH ET 3 ANO SH 4� A AW AGGREGATE BASE TO: LRATS EX ffl AC ME (7� Oft V, I -_ ­­_ --- L,EXW. G,- R)� U PIAN T PAST �EDGE 1.40 S -F. SHOM �ON 7HE 'F"qi, SAWWVRNIOVE ISTMG CUM AND GUTTERTO LINTS SHOWN, ON' THE PLAN M7 LF. EXI-1 R 3881 F MEW CURB 7D 'LIMITS SH N ON THE PLAN, a 5. R m 0, EXISTING m, MUT m 4 SME �P NO. 101 TYPE W'i PER P LAN. 1,766 SLIF LAN W CONSTIRLICT MM AOROACH PER CITY c SHEET 3, DUAL RqmP P, 1- RINN. 2 EA. CONSTRVCT ADOM RA 'TA'ILS 90, MPPI OE ON, "'l— CONSTRUCT C�AM Glulr"� PER SM -PLAN: 1V" t097 &F� 32 INV& STRW PER INOTESAW LEGEND, ON THIS SHEET. �47 EA_ Edilgl 1 L C DUIT PERO UTILITY PLANS. 5L 'URNIS FIBER 0" (FO) 2 175 _F, F.Ulf '14 A PLAN Sm AW PER M, LMLrrY 7 Ek d 0owmucT;wS S.F� SAY ROWTUIM LANE'DMIL PER CTTY SU14 PLA 119. -:848 M "A"Ll 00-9 S.F. (l 7)-- QM!RVCTV ACPAVEMBINIT 1( P0644041 -5111"'C -P -G- l0;;CA_,p`lOVER:6"AB VINTMLM 2' 311 x-- c'm A" IN 01-C 10 E E" W-1-11' USK. ;4EAL, "TEE I Ek L NO SITMET PKAILTRU,1181 RHOTWX Z.F, --IR i Y WNSTIOWTV A, C OVV Ell LA 10! 1 M, 11"' W� I T H AS' T1 0 �43. S 897 PG PE 0010 -A 4 MM -0 GC M WI H1, I Rl M G+R WE: 64- Q N IX `7 AC PAVEMENT OVER 4- AQG CONST. 4 GATE SME. (VERIFY 'PSR SOILS fW001010914 N)� ToGRADE. 11 EA. AW �U, t "i iikl 0 F� ..... . - CF� L FIRM m 'g Cut* TRANSIT4 5 F� N' R T MIN, CLASS 2'AGGREGATE MSE. 0 &F. 89 "N P n ,�H TFEE m di s S11, E AL :2-4 WNIN 1NAME PACINGL At �Lg M" - --------- .. .... ... ---- SOON" F 3M. 'A IN NCN wlolll�IC4 GAL 114 EA 8 L G WD SIR, L 0", PyRwc, DA CREEK -0 20 =t GALLERY PEAR I GAL, 17EA, �Wl '31 -;Av f Ise L It E QAYCREEK 4g An �45.14C.Hi ARK, mw, coc C U- lw.fhpt�� Ift A10410MA SIM, 014�� ROAD NO AIM AVO� At WINt SIC CF WM' MW *mftm, *% mat NOT N TO GME V PIT' T, Nz_ 'P� Wil 0 - WARM Oil "IlE Tm ym -D,. PLAN N0_ 10-C -5-AR Cl-,, Yt ST SW L�F, b "A" `URIBI ONL�Y, T�r 'RE), 2Y 7- �l PER CITY M. PLAN NO. 104� 58 �L.F, '01NMUCTS0 U, 51, GUTTER W4 P 4 R r C -ON CT LUTM, AMM:CURS PER QrTY SM. PLAN NO, 1'06*C & D6TAfL ON SHEET I SIST RRU C 32 L�F� 13,51-0 S.F. L 0� 103. 4 TD:v LAN Go 5FRUCT POC S K �PER C"M S P N R PER W DETAILS ON SH ET 3 ANO SH 4� A AW AGGREGATE BASE TO: LRATS EX ffl AC ME (7� Oft V, I -_ ­­_ --- L,EXW. G,- R)� U PIAN T PAST �EDGE 1.40 S -F. SHOM �ON 7HE 'F"qi, SAWWVRNIOVE ISTMG CUM AND GUTTERTO LINTS SHOWN, ON' THE PLAN M7 LF. EXI-1 R 3881 F MEW CURB 7D 'LIMITS SH N ON THE PLAN, a 5. R m 0, EXISTING m, MUT m 4 SME �P NO. 101 TYPE W'i PER P LAN. 1,766 SLIF LAN W CONSTIRLICT MM AOROACH PER CITY c SHEET 3, DUAL RqmP P, 1- RINN. 2 EA. CONSTRVCT ADOM RA 'TA'ILS 90, MPPI OE ON, "'l— CONSTRUCT C�AM Glulr"� PER SM -PLAN: 1V" t097 &F� 32 INV& STRW PER INOTESAW LEGEND, ON THIS SHEET. �47 EA_ Edilgl 1 L C DUIT PERO UTILITY PLANS. 5L 'URNIS FIBER 0" (FO) 2 175 _F, F.Ulf '14 A PLAN Sm AW PER M, LMLrrY 7 Ek d 0owmucT;wS S.F� SAY ROWTUIM LANE'DMIL PER CTTY SU14 PLA 119. -:848 M "A"Ll 00-9 S.F. (l 7)-- QM!RVCTV ACPAVEMBINIT 1( P0644041 -5111"'C -P -G- l0;;CA_,p`lOVER:6"AB VINTMLM 2' 311 x-- c'm A" IN 01-C 10 E E" W-1-11' USK. ;4EAL, "TEE I Ek L NO SITMET PKAILTRU,1181 RHOTWX Z.F, --IR i Y WNSTIOWTV A, C OVV Ell LA 10! 1 M, 11"' W� I T H AS' T1 0 �43. S 897 PG PE 0010 -A 4 MM -0 GC M WI H1, I Rl M G+R WE: 64- Q N IX `7 AC PAVEMENT OVER 4- AQG CONST. 4 GATE SME. (VERIFY 'PSR SOILS fW001010914 N)� ToGRADE. 11 EA. AW �U, t "i iikl 0 F� ..... . - CF� L FIRM m 'g Cut* TRANSIT4 5 F� N' R T MIN, CLASS 2'AGGREGATE MSE. 0 &F. 89 "N P n ,�H TFEE m di s S11, E AL :2-4 WNIN 1NAME PACINGL At �Lg M" - --------- .. .... ... ---- SOON" F 3M. 'A IN NCN wlolll�IC4 GAL 114 EA 8 L G WD SIR, L 0", PyRwc, DA CREEK -0 20 =t GALLERY PEAR I GAL, 17EA, �Wl '31 -;Av f Ise L It E QAYCREEK 4g An SlUft-WALK CUP 8 A IN &I WN -9 t 4ROR 694T !!AN,; ANER fXf n1l INI 19-k 0- Ft STA, Sa+2_9400 TO STA, 97 'PRO +00,00 N& -ro,196 ALE (ATE R TUWtANEJ WLY. RfW 90+4­'l.-35_,T`0:'$T` 04WV- CL NW T70 8 WLY, RM ST .98+311,22— -M WWII EXtIST, IMP- OVEME' S VAR �6 615V 73' Q- M 71 VAR 4m,_no,4,_i,,, AL, lj i -F, I M'P' R-, OV IS— - -0, 12" EXIST,,. 'S � S SAY 49! 14" U t-16YUSIN 6 MAI c EMST ED 'X E �, 16t AC EX I ST,, MED EXIS AC. I I - I - - - -- ; , I I J CuRs I EX EAST AC CIO ,,, t k fzlllJtT#o mm , IRS' me I SM PVLNT PY]AT A Al', Adl t 21% 2% G 8. moot DEWALK GURS AD 5W to TV" pm -s BUS SAY mw ru MAM 817A. 84+20,62- TO- 87+1813 MD,ffW;WtX.6 3'TO:,*FW00 AT, 9% Exp 31720 RANCHO VIEJO: RM, SUITE 201 0 IN �T R iFW C A- M "M DRAWN all - SHEET SAN JUA CAPIS RANO.- CA. 192M 10 JMfSCLID,,' C01, N I AUT JACK �NO I OF 61, z L ......... . 2n4Mt ext 1 7 36,63" A011 Im'N Y, -6 �DR 1" G NO, 7 C XE D CELL PROP Ma"T'ItUMLANE) WLI NOT- To"t"LE FtLE N it Ato DA 2494 V, = n w,;—. m w--- Wl_ SlUft-WALK CUP 8 A IN &I WN -9 t 4ROR 694T !!AN,; ANER fXf n1l INI 19-k 0- Ft STA, Sa+2_9400 TO STA, 97 'PRO +00,00 N& -ro,196 ALE (ATE R TUWtANEJ WLY. RfW 90+4­'l.-35_,T`0:'$T` 04WV- CL NW T70 8 WLY, RM ST .98+311,22— -M WWII EXtIST, IMP- OVEME' S VAR �6 615V 73' Q- M 71 VAR 4m,_no,4,_i,,, AL, lj i -F, I M'P' R-, OV IS— - -0, 12" EXIST,,. 'S � S SAY 49! 14" U t-16YUSIN 6 MAI c EMST ED 'X E �, 16t AC EX I ST,, MED EXIS AC. I I - I - - - -- ; , I I J CuRs I EX EAST AC CIO ,,, t k fzlllJtT#o mm , IRS' me I SM PVLNT PY]AT A Al', Adl t 21% 2% G 8. moot DEWALK GURS AD 5W to TV" pm -s BUS SAY mw ru MAM 817A. 84+20,62- TO- 87+1813 MD,ffW;WtX.6 3'TO:,*FW00 AT, 9% Exp 31720 RANCHO VIEJO: RM, SUITE 201 0 IN �T R iFW C A- M "M DRAWN all - SHEET SAN JUA CAPIS RANO.- CA. 192M 10 JMfSCLID,,' C01, N I AUT JACK �NO I OF 61, z L ......... . 2n4Mt ext 1 7 36,63" A011 Im'N Y, -6 �DR 1" G NO, 7 C XE D CELL PROP Ma"T'ItUMLANE) WLI NOT- To"t"LE FtLE N it Ato DA 2494 DAT9 FILE No - [AOnn in-7%......,.. cl,+nor rrnnj�nio i ).rv.i m �inrrnrr cr.� S DIACREEK -,BOULEVARD 71 N wi mll i. MBIA 121 T ill -in M-iO DESMPTION Of R"ION gg 4. .. Nam MPA fflq24 CL! �FIRE HI SAWCUT LINE Will lov §N11xj oil 170 -W Pit EXIST. 8 CURB vr ami & GUTTER t f s� A„ a s t, i. 1 : t. EXIST. 0" CURB 7 GUTTERIL 6 i y _ , d , ,., r r a '$, . _ ..2 . W. _ — 11 � , MIN ���;, I t 4. MIM i E lI "A,C11111, : RB IN I Is _ IC 0 "0 CURBI 1& GUTTIER . go 4. MIM i E lI "A,C11111, : RB IN I Is _ IC 0 "0 CURBI 1& GUTTIER Curve Tale u E DELT, RADIUS LENGTH TANGENT c1 09, 3 1' " 181;25' 1 30.14' 15.10' OF 1 ' " 181.42'3-0.14' 1 .1 C3 180* " 2.00' 6.28' - J�PROP. A.C. PAVEMENT T AND OVAL DAYS BEFORE ammufflo 111" i is T LIGHT CONST UCTIO �NIOTE,S AND QUANT STREF N R VEI IFY RIGMU:POI NT OF CONNECTION. FUofP, OY O RCM NT OF CONNECTION. NIS' AND I STALL 3" CONDUIT NLT COORDINATE WORK WITH ILI 1 EA. ; FURNISH AND 1;NSTALL STREET LIGHT 92, W LED PER CITY STD. 4 JL 0 &,411. 4 EA. iR H UNDERGROUND PULLBOX WITH FU NIS AND INSTALL NO. 3 -11/2 -CONCRETE LID STAM:PED lip "STREET L[GHTING . 4 EA - FURNISH AND INSTALL I" SCHEDULE 40 PVC UNDERGROUND CONDUIT AND 2 - #10 THWN-CU & 1- #1 0::SLI-lGND- 687 L.F. �D FU�RNISIHAN��D'i�NSTALLRCESTR-,E-ETL:�G;HTPE ESTAL (NOMETER)PER MYERS CAT NO.:MEUG 1,13AINSTALL HELVETICA A, DDRESS NUMBER ON ENCLOSURE FOR ST f T LIG:FMN,G COOK D -NATE POINT OF CONNECTION WITH SCE. 1 E. PRIVAT �E �TO CONTRACTORS EENGINE R'S NOT G THE EXISTENCE AND LOCATION OF ANY U'R RGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARAVA CH OF f E ISE TO THE BEST OF OURKNOW LEDGE, THERE ARE NO EXISTHESE PLANS H ORS D TING UTILITIES EXCEPT THOSE SHOWN ON S THE CONTRACT: IREQUIRE TO TAKE DUE PRECAUTIONARY MEASURES TOL'PROTET THE UTILITY LINES SHOW, N ON THESE DRAWINGS, THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CO I U NDU IT OR STRUCT RES SHOW, N OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE J0 iB SITE CONDITIONS DURING THE COURIS"E OF CONSTRUCTION OF THIS PROJECT; IF LU IF SAFETY OF ALL ° : �m, PERSONS AND PROPERTY: THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE L:1% ITEC TO NORMAL WORKING HOUR S-; AND THAT THE CONTRACTOR SHALL DEFEND:, INDEMNIFY, AND HOLD THE OWNER AN� 'D THE ENGI'NEER HARMLESS FRO MI ANY AND ALL LIARILITY, REAL OR ALLEGED, IN CONNECTION WITH: THE NG F M THE LT HIJ EXCEPTING FOR LIABILITY A-RISI PERFORMANCE OF WORK ON: 3 PROJECT NEGLIGENCE OF THE OWNER: ORIKE ENGINEER, CONTRACTORSHALL VERIFY ALL CONDMONS AND GIMEINSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT I S I THE RESPONSIBILITY OF THE CON D N TRACTOR TO NOTIFY THE ENGI NEER. OF ANY: ISCREPANCIES. EG I NNI, G ;OF WORK MEANS ACCEPTANGE10f CON: "ITS C L TU ONTRACTOR SHALL COMPLY WITH ALL F.P.NP.D.E.S. RE IREMEINTS. M1177m CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTI'LITYBOXES AND LIDS, ETC, CONTRACTOR SHALL PROVIDE ALL THE NEICESSARY P11PE FITTINGS TO COMPLETE THE WORK. THE ENGINE - RPEPIN THESE PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE REQUESTED IN WRITING AND MUST BE APPROVE[)! BY THE ENGINEER OF RECORD. ... . ... .... ... QUANTITIES SHS `F ARE PROVIDED FOR PEKIVIJ I AINIUBONDING PIP OSESONLY. CONTRACTOR SHALL BE 'RESPONSIBLE FOR DIETERMIN'ING THEIR OWN QUANTITIES PRIOR TO BIDDING AND iCOSPCI4&1: N STRUCTION. THE ENGINEER IS NO T RE N,� S1- EFOR SCREP F IES IF FINAL CONSTRUCTIO, QUANTITIES. PANEL SCHEDULE .......... ........... ...... - ......................................... ........... .............. ............... ............ ...... ...... ..... MOUNTING: FREE STANDING VOLTAGE: 1201240 ................ ........ BUS RATING: 100A TYPE: SERVICE PEDESTAL (METERED LSL 3) PHASE: 1 AIC: 42 KAIC SERIES RATED ENCLOSURE: NEMA 3-R (STAINLESS STEEL)WIRES: 3 - ----- ---------- DISTRIBUTION: 12/12 ........... ...... - -------------------- ------- ...... ------- ----- --------------------- ------ ---------------------- -- ----. --------- ------------------- MAIN: 200Al2P ............ ........... - ............ . ............ ------ . ... ... ....... ------------------------------------------------- .............. ........... ---------------------------- ------ - ---- ----- ---------------- -------------------- ---------- ..... . ...... ------------- --------- --------- ...................................................... i CKT DESCRIPTION TRIP B NOTE:: A DESCRIPT[O-N ;:N0TE:; TRIP CKT ....................... ................................ ........... ........ ............. ........... ....... 1 STREET LIGHTING 1 3. d8 1.00 ........ ........... - -------------- CONTROL WIRE 1 20A/1 P 2 --------------------- --------------------------------------------- -- .............. ......... ...... ------------- ...................................... 3 Uo 0, 0:0 ..... .................. --- ----------------------------- .................. ------------------ -------------------- ------------ 4 5 0.00 0.00 .................. .......................... . .... .. ....... ......... ...... ------ 7 0.000.00 8 ............ .............. .......... - ....... ....... ...... 9 0.010 0-00 ------------- ............ .............. ------- ---------------- ......... ........ ........ ----------------- 10 -------- ----------- - ............... ------- ---------------- --------- ------ ...... ....... ----------------------------- ...... ................. ................. ----------------- -------------- 11 0. 00 ------------------ ------------ --------------------- ------------------------------ --------- ........... 1'2 ......... - ...... ......... AMPS PER LINE: 4.68 0,00 ................ ----------------------- .... ... .......... ...... ----- ... .................... ------------------- SUIBTOTA: KVA: 0.56 0,56 KVA @ 125,1% (LCL) TOTAL MINIMUMi"FEEDER SIZE (AMPS): 2.92 O,70 KVA (TOTAL FEEDER) q A I VIIII 11112 a IFSTIMWIMIJI i is T LIGHT CONST UCTIO �NIOTE,S AND QUANT STREF N R VEI IFY RIGMU:POI NT OF CONNECTION. FUofP, OY O RCM NT OF CONNECTION. NIS' AND I STALL 3" CONDUIT NLT COORDINATE WORK WITH ILI 1 EA. ; FURNISH AND 1;NSTALL STREET LIGHT 92, W LED PER CITY STD. 4 JL 0 &,411. 4 EA. iR H UNDERGROUND PULLBOX WITH FU NIS AND INSTALL NO. 3 -11/2 -CONCRETE LID STAM:PED lip "STREET L[GHTING . 4 EA - FURNISH AND INSTALL I" SCHEDULE 40 PVC UNDERGROUND CONDUIT AND 2 - #10 THWN-CU & 1- #1 0::SLI-lGND- 687 L.F. �D FU�RNISIHAN��D'i�NSTALLRCESTR-,E-ETL:�G;HTPE ESTAL (NOMETER)PER MYERS CAT NO.:MEUG 1,13AINSTALL HELVETICA A, DDRESS NUMBER ON ENCLOSURE FOR ST f T LIG:FMN,G COOK D -NATE POINT OF CONNECTION WITH SCE. 1 E. PRIVAT �E �TO CONTRACTORS EENGINE R'S NOT G THE EXISTENCE AND LOCATION OF ANY U'R RGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARAVA CH OF f E ISE TO THE BEST OF OURKNOW LEDGE, THERE ARE NO EXISTHESE PLANS H ORS D TING UTILITIES EXCEPT THOSE SHOWN ON S THE CONTRACT: IREQUIRE TO TAKE DUE PRECAUTIONARY MEASURES TOL'PROTET THE UTILITY LINES SHOW, N ON THESE DRAWINGS, THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CO I U NDU IT OR STRUCT RES SHOW, N OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE J0 iB SITE CONDITIONS DURING THE COURIS"E OF CONSTRUCTION OF THIS PROJECT; IF LU IF SAFETY OF ALL ° : �m, PERSONS AND PROPERTY: THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE L:1% ITEC TO NORMAL WORKING HOUR S-; AND THAT THE CONTRACTOR SHALL DEFEND:, INDEMNIFY, AND HOLD THE OWNER AN� 'D THE ENGI'NEER HARMLESS FRO MI ANY AND ALL LIARILITY, REAL OR ALLEGED, IN CONNECTION WITH: THE NG F M THE LT HIJ EXCEPTING FOR LIABILITY A-RISI PERFORMANCE OF WORK ON: 3 PROJECT NEGLIGENCE OF THE OWNER: ORIKE ENGINEER, CONTRACTORSHALL VERIFY ALL CONDMONS AND GIMEINSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT I S I THE RESPONSIBILITY OF THE CON D N TRACTOR TO NOTIFY THE ENGI NEER. OF ANY: ISCREPANCIES. EG I NNI, G ;OF WORK MEANS ACCEPTANGE10f CON: "ITS C L TU ONTRACTOR SHALL COMPLY WITH ALL F.P.NP.D.E.S. RE IREMEINTS. CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTI'LITYBOXES AND LIDS, ETC, CONTRACTOR SHALL PROVIDE ALL THE NEICESSARY P11PE FITTINGS TO COMPLETE THE WORK. THE ENGINE - RPEPIN THESE PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE REQUESTED IN WRITING AND MUST BE APPROVE[)! BY THE ENGINEER OF RECORD. ... . ... .... ... QUANTITIES SHS `F ARE PROVIDED FOR PEKIVIJ I AINIUBONDING PIP OSESONLY. CONTRACTOR SHALL BE 'RESPONSIBLE FOR DIETERMIN'ING THEIR OWN QUANTITIES PRIOR TO BIDDING AND iCOSPCI4&1: N STRUCTION. THE ENGINEER IS NO T RE N,� S1- EFOR SCREP F IES IF FINAL CONSTRUCTIO, QUANTITIES. PANEL SCHEDULE .......... ........... ...... - ......................................... ........... .............. ............... ............ ...... ...... ..... MOUNTING: FREE STANDING VOLTAGE: 1201240 ................ ........ BUS RATING: 100A TYPE: SERVICE PEDESTAL (METERED LSL 3) PHASE: 1 AIC: 42 KAIC SERIES RATED ENCLOSURE: NEMA 3-R (STAINLESS STEEL)WIRES: 3 - ----- ---------- DISTRIBUTION: 12/12 ........... ...... - -------------------- ------- ...... ------- ----- --------------------- ------ ---------------------- -- ----. --------- ------------------- MAIN: 200Al2P ............ ........... - ............ . ............ ------ . ... ... ....... ------------------------------------------------- .............. ........... ---------------------------- ------ - ---- ----- ---------------- -------------------- ---------- ..... . ...... ------------- --------- --------- ...................................................... i CKT DESCRIPTION TRIP B NOTE:: A DESCRIPT[O-N ;:N0TE:; TRIP CKT ....................... ................................ ........... ........ ............. ........... ....... 1 STREET LIGHTING 1 3. d8 1.00 ........ ........... - -------------- CONTROL WIRE 1 20A/1 P 2 --------------------- --------------------------------------------- -- .............. ......... ...... ------------- ...................................... 3 Uo 0, 0:0 ..... .................. --- ----------------------------- .................. ------------------ -------------------- ------------ 4 5 0.00 0.00 .................. .......................... . .... .. ....... ......... ...... ------ 7 0.000.00 8 ............ .............. .......... - ....... ....... ...... 9 0.010 0-00 ------------- ............ .............. ------- ---------------- ......... ........ ........ ----------------- 10 -------- ----------- - ............... ------- ---------------- --------- ------ ...... ....... ----------------------------- ...... ................. ................. ----------------- -------------- 11 0. 00 ------------------ ------------ --------------------- ------------------------------ --------- ........... 1'2 ......... - ...... ......... AMPS PER LINE: 4.68 0,00 ................ ----------------------- .... ... .......... ...... ----- ... .................... ------------------- SUIBTOTA: KVA: 0.56 0,56 KVA @ 125,1% (LCL) TOTAL MINIMUMi"FEEDER SIZE (AMPS): 2.92 O,70 KVA (TOTAL FEEDER) ice f 6 t �tk t✓ }„ IIT .r®.� �, I>l�ll 11'411 I`I� MNII a b „ fr EXIST. RM EXIST. RAN .s IST. CURB &GUTTER4�. �.� , , h' „ < � , �°'^* •�-"'„f°..:_ _�..«. <,s�: 'ztt � . ���4`,s�a+z:.wtct a, :r ^�» u„++.. -. �,S .; .. ... :,", in . „ _ .,.._ 3^_,Ea-5^a •~ter^' ... ASS ^STM: a.-,- .;...•..... .......,- - �„,.,�c,.u+•*... m.,...,ea.:•:ss :�5.: : "'. _.,. "��� :'G .:urwr.,�+ -x ws ,s:m+fir� w„a ':=`•�3� �,^ttx�'+°a µ ....... .... .. � � - e'",,,.spar"��p..'a��v��,^MR��'dvz,'�"�,vtd.,�',e".(§'>Pt�"x5t:«,=„nhv' �'d'Y..iS,��^�:`u� 5 R•5eti'ztY,tir•' w�:,,w.st,,mmm �w-:,'«` ..e,s ..., ,.... „ a ,,..<. •^^ia �<.amXxLtaaux.��u{``�ae3a•asefre .:: 5�Y+.t«xxm4�"'szas,+ume^ "�'1 ;® kmm�,>...>,w +r+,vA-.. renva a«. Lo <M . u EIST. MEDIAN IR 30 30 t. n zz� n„ a°, __s �, MEDIA 15-1 34 37 i z30a ,mss STET I P6P 1E _ s �a- , .:.err. ,.. ,:. ..�«... », IRB 5 iT A .. , EXIST, R Rl EAT. SIGNAL POLE' m ... yivmxe+mmsm..sw,..se r x,. 2 , REMOVE ANY CON LICTING r X n , PR S ...{- . x. ,: , of + x.. � �. 9• 4� ,. .,....: d'`� i � s•'�. e. . p� t g� i ..,� 5 M a a 3 NOTE F - : STING. . ..: — LA . , z �a,_. 2 fl. ti 5 i is __. _.! '::., _._ e :76 PA- „ t „ x :: e:=f, . • x 'fir � 7 s BRASE LINE RO- AD DAYCRE,, KOULEVIARD ;,y x „ a > F 441v ” WHITE STRIPE (TIS --- NGCONSTRUCTION NOTES SIGNING -AND STR P QUANTITY. .m ADPL THERMOPLASTIC DI'ETI , ARROWS AS SHOWN ON PLA PER CALTRANS STD. NO. p 9 :; : : moi', #. �x3� ���.��•s��`s 3_�` � �'�" 2'''' if 'v$:� F�`r x:: '���'�� : &31 -APPLY 80 SOLIDHIT THERMOPLASTIC I,ER CITY -880 L. F. 4 4` H ITET, DW, 1 INSTALL MEDIAN APPLY SLE YELLOW THERMOPLASTIC,r. STRIPE ( P) MEDIAN N STRIPE PER CITE` OF RANCHO CUCAMONGASTD. DWG, NO. 133. : 150 L.F,, -72L�'-° IPL SOLID WHIT THERMOPLASTICSTRIPE PER CITE' F R.C. STD, DWG. 1 L.F. DETAIL®® %ISE THE P'LTI " '' PPL' " SKIP WHITE THEIR L TI STRIPE WITH TYPE "G" „MARKERS PER CITE I I REIT T) STD. DWG. —915 L.E.D TAI E LANE DROBli r35): --- € STALL SIGN STREET LIGHT ROLE OR POST PER CITE NTS