Loading...
HomeMy WebLinkAboutBusiness Park & Single Oak Single Oak Drive Gin © 9¢Q9 9 26 P yQ\ �� TA—PE� H rTAPE�I 'mac._ 9 10' SING 70' ICJ 12• 12, 12 L6 10' 10, O gyp` 26E� 72 P'6 l�Pl "CALM(RADAR SPEED SIGN) \ 10, 27 1 2j. TgPEITAPER., R f 9 W77.2 18 5 TAPER 0 20 40 80 Feet Business Park Drive - south end Match Line "A" - See below left ' 77 10' VCALM(RADAR SPEED SIGN) 12' 2 W11-2 52' _►I 10' 22 12' 12' 12' BUSINESS PARK DR 12. 12' 10, H 12' R=60' (TYP) 10 1. WA-2 N 26,_-►+ I" R2-1 (35 R=35'�� 10 p TAPER (fYP) ) - 7 �/ 25 28' 7E, 00 20 4D 80 Feet Business Park Drive - middle Match Line "A" - See above right le 72 J f 10'/ 12 i �_�00 TAPPR 10' 12' 12' M ¢ 6U E S1ry SS P 0 20 40 80 Feet DEPARTMENT OF PUBLIC WORKS 0 y CITY OF TEMECULA Drawing JJ - l RECOMMENDED BY: `PZc.c� � . �� DATE: r z7 RUTH SMITH, T.E. No. 1650 ;u' TEM,,C( BUSINESS PARK DRIVE, SINGLE OAK DRIVE : 01�--_ � -� �` �• TRAFFIC CALMING ACCEPTED BY: �—� DATE:3�,iW2W I AMER—ATTAR, R.C.E. No. 54853 REVISION: 1 01 /29/2014AJP , ACTING CITY ENGINEER '`ti:y:: SIGNING AND STRIPING PLAN LSHT. 1 OF 1 DESIGNED BY: JG/RS n �N 1O m 7 O GGq-P �. GGll� j \4 ' ANZA RD 1 i i �oN��LL�PM NO L �9 N �Fs �o l A o., 0 20 40 80 Feet l I I I I I I I CONDUCTOR SCHEDULE IMPORTANT NOTICE • POLE SCHEDULE AWV CIRCUIT SECTION 4216-4217 OF THE GOVERNMENT lliiCODE REQUIRES A DIG ALERT IDENTIFICATION POLE DATA SIGNAL H.P.S.V. L.UM SIGNAL MOUNTING PED PUSH BUTTON * POLE LOCATION IISNS (TYPE A) NUMBER BE ISSUED BEFORE A Q QS PEPPERCORNDR/VE 4,�S4P 1 1 1 'PERMIT TO EXCAVATE' well BE VALID � No TYPE HEIGHT MA MA WATTS VEH MA PIED PHASE POLE QUAD A B MESSAGE (D8L FACE) O Q)1, 2P FOR YOUR DIG ALERT ID NUMBER CALL 1 1 1 1 UNDERGROUND SERVICE ALERT Q 19-4-129 30' 20' 15' 200 SV-1—T MAS SP-1—T 2 N 17 5' Deer Hollow TOLL FREE 1 -800-227-2600 © 01902,06,06P 2 2 2 2 2 TWO WORKING DAYS BEFORE YOU DIG. _ _ _ — 33' 33'� 11 ' I-•— Q 1 A 10 TV-1-T - SP-1-T 4 E 15' 3 12 @ 08,04,04P 2 2 2 2 ' I II CSC @ 08,08P 1 1 1 1.5"C,1-DLC I 5 I © 26-4-129 30 C 40' 15' 200 SV-1-T 2-MAS SP-1-T 4 E 14' 5' Peppercorn p 05,06,06P 1 1 UNDERGROUND STRUCTURES @ 1A 10' — — — TV-2—T — SP-1—T 6 S 15' 3' _ © 02pO5'O2P 1 ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTH ' ,AND THOSE SHOWN ON THE (E) 19-4-129 30' 25' 15' 200 SV-1-T MAS SP-1-T 6 S 15' 3' Anzo QH 04,08,08P 2 2 RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT, THE OWNER BY ACCEPTING 0 Y F 1 A 10 - - - TV-2-T - _ 8 W 15 3' - TOTAL 2 4 5 6 1 2 4 11 THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO , 3 a 0 SP 1--T HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES I �� in � I LA G 26-4-129 30' 0 40' 15' 200 8 W 13' 5' Jon William � 02 PPB 1 1 1 OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: THE I X Q SV-1-T 2-MAS Sp-1-T CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES I ( N I ; _ _ _ _ 0 _ e 04 PPB 1 1 1 1 SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S I ( 1 A 10 TV-2-T SP-1-T 2 N 15 3 C 04 PPB 1 1 1 1 1 RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. I I f ' ``� • POTHOLE MAST ARM POLE FOUNDATIONS PRIOR TO ORDERING POLES AND MAST ARMS. * SEE DETAIL "B", SHEET TS-4 D 06 PPB 1 1 1 1 ® F=16' ** SEE DETAIL "Co, SHEET TS-4 3 1 s"c, -DLc CSC Q �b6 PPB 1 1 1 1. CURB GUTTERsi �' 15' 1 12' 15' (E) 08 PPB 1 I � I CURB � GUTTER � ' © �b8 PPB 1 gr _ I I ------ 1. C,2 DLC I ._.� SERVICE ADDRESS O 02 PPB 1 1 TOTAL 1 2 3 4 1 2 3 8 S 132777 DEER HOLLOW WAY #12 IISNS 2 2 2 2 2 2 1 E SIGNAL ENERGIZED: WAY 6 3 A NZA ROAD , SIGNAL COMMON 1 1 1 1 1 1 1 2 344 � 2"C,3-DLC SG. LUMINAIRE 2 2 2 2 2 2 � , 1 GU#10 � HOLLOWC � 6 CURB e� TIER 1.5 c,1-DLc DEIE F SIDEWALK TOTAL 3 3 3 3 1 3 3 2 R/YV CURB A GUTTER 1 3 R/11V 1.5"C,1-DLC 01 2 2 -- 2 2 2 2 2 SIDEWALK _ ftft LOOPftft �- 06P �/ N SP 0 ''~�---�,�._ '� 4 4 4 4 4 R34 4 �!6P °= MOUNTED AT 17' 06 3 `' 3 10 10 • CABLE �65 2 2 2 2 N (¢8) i, m 06 2 2dl TYPE — Z N 10 10 ~- _ -~ 9 B 8 2 2 4 R -3 - 5 l; + X8 WA TO TOTAL 4 4 8 4 4 6 14 '`'- "- o R73-3 4 11 9 ,� EVP CABLE (0.0707"3 1 1 2 2 1 1 1 4 2 2 cq R34 (05, e2 3 PERCENT FILL 29 28 TO 37 28 23 17 32 31 28502 4 X-WALK (04 3 CONDUIT SIZE " " " r 2 M 2 CA-SIC r , ... 2 3 3 4 2 3 3 2-3.5 2 M-- -- � 2 C 1-SIC dt -- 1 -M -M M - �- lM - �202P PULL ROPE _ io CSC = CONDUCTOR SIGNAL CABLE . M �_�� �.....�� r �. .. __ ,�' � _._ .. �a • :1 •_..,_., .� . . 6E CONSTRUCTION NOTES (THIS SHEET): �_� �-- - - i.. FOR TRAFFIC SIGNAL GENERAL NOTES AND DETAILS SEE SHEET TS-4. '? -� r - 4Now �--CONTRACTOR SHALL CONSTRUCT TYPE 332 CABINET FOUNDATION. CONTRACTOR 2 R/W 1 , SHALL FURNISH AND INSTALL A TYPE 170E CONTROLLER ASSEMBLY, COMPLETE *'. 3 2"C,1-SIC 2"C,3-DLC 1 SIDEWALK WITH DETECTION FOR 8 PHASES, COORDINATION TELEMETRY, DETECTOR SENSORS, ` ftft EMERGENCY VEHICLE PRE-EMPTION SYSTEM, AND AUXILIARY EQUIPMENT WITHIN 1.50C,1-DLC SIDEWALK 6 ti 6 8 CURB A GUTTER R/W 20C STUB OUT, FUTURE SIC (TERMINATE IZ A TYPE 332 CABINET. 5 5 A f 1 7 AT 300' FROM ECR) N O 29N CONTRACTOR SHALL FURNISH AND INSTALL A DUAL METERED TYPE III-CF SERVICE r FIB 2rC,2#6(SIGNAL) SP(SCE HAND HOLE) 2r C,PULL ROPE, FUTURE SIC 2„C.PULL ROPE, FUTURE SIC EQUIPMENT ENCLOSURE WITH THE FOLLOWING CIRCUIT BREAKERS: 1.5 C,1-DLC SENSOR SCHEDULE ONE 120/24OV-1OOA (MAIN) j 3"C.PULLROPE (CONDUCTORS 8Y SCE) � ONE 120V-5OA METERED SIGNALS) SENSORCHANNEL DETECTOR OPERATION NO. ONE 120V-30A METERED LIGHTING) r j 2"C,2#10(LTG) UNIT ONE 120V-20A METERED IISNS) j j 2"C.2#12(IISNS) DUAL TYPE V P.E.C. A-3SIDEWALK I 1 212U EXTENSION 1 N � SIDEWALK 1 W El—CONTRACTOR SHALL FURNISH AND INSTALL OPTICOM PRE-EMPTION DETECTOR ? , 2 213U NORMAL 2 MODEL 711. CONTRACTOR SHALL FURNISH AND INSTALL OPTICOM PRE-EMPTION �H A S E DIAGRAM CURB � GUTTER 3 � 1 20' CURB a� GUTTER 2 1 5J1 U COUNT 3 0 MOUNTING HARDWARE AND CABLE, SEE DETAIL A ON SHEET TS-4. P El—CONTRACTOR SHALL FURNISH AND INSTALL SIGN(S) AS SHOWN. / j 2 5J1 L NORMAL 4 0 i / 3 3 1 417U EXTENSION 5 9 t�CONTRACTOR SHALL FURNISH AND INSTALL 2" CONDUIT AND 6 PAIR #20 SIC TO NOT USED STRIPING BY OTHERS 2 418U NORMAL 6 CONTROLLER CABINET AT PEACH TREE STREET (APPROX. 1.500 CL TO CL). 14 r 0 i -----; I TO BE DETERMINED 0 4 6 CONTRACTOR SHALL CONTACT SCE REPRESENTITIVE, RUDY BARGAS AT ' 3 / ( ) 1 417E RT. TURN 7 12 �909-928-8272, PRIOR TO CONSTRUCTION TO VERIFY SERVICE POINT LOCATION 4 0 / 2 416L NORMAL 8 , AND SCE REQUIREMENTS. 2 3 0 / �-. �� 1 6J2U EXTENSION 9 �' / 5 - I �O 10 /�„` CITY OF TEMECULA 2 6J3U NORMAL 10. 0 NOT USED I � of TW Dle ElikIrL 't/4 ' cG DEPARTMENT OF PUBLIC WORKS 1 1111.1 COUNT 11 Ir L/, 6 2 111 L NORMAL 12 -' DL4L TOM FM 8 1 ,/�`/�L//�_//��/ //�j��/��/�� � �: � •� x�,.:x::�=x � r , ` 1 8J7L NORMAL 13 N 1-8 V V /ICI/_�IVVV :5•, �5 Q�6 �7 � ,.,: � APPROVED eY: DATE• � t 7 �' DEPUTY DIRECTOR OF PUBLIC WORKS 2 — — 14 U AT Ll T T�'A! OAY� DE O SPEED. DEE OW WAY = 45 MPH 20 0 20 40 fi0 d =: : �.. YOU Dt� PEPPERCORN DRIVE - 40 MPH f�, :989==•" RONALD a PARKS TS =3 < 1 8J6L NORMAL 15 A � 8 _ _ - SUM ALERT OF 8OUn*M CALFORNIA GRAPHIC SCALE: 1" =20' R.C.E- No. 197" Expires 9-30-05 2 / EMDVC LS SI&A1 1- H,64- 0 SEAL-COUNTY COUNTYOF RIVERSIDE �-°`�"M DRAYM TRACT NO. 23065-2 IP - 010097 � m E ��E XsT: wITEt scGr�or1 rLANNIN01 ■ DESIGN IIIcaNaMUCTIDN CRG SHEET NO. WORK CONTAINED WITHIN THESE PLANS p 2 To f;3(C Lv�l v'c�� j j I E S S/pp' TRANSPORTATION DEPARTMENT ��,pE E S S/p�� a SIGNED � SHALL NOT C UNTIL AN F ` p CWSIVC a``� ��� A' �!y(f' P OVED BY ��0�05 A a,��� CRG COUNTY OF RIVERSIDE 1 0 N ENCROACHMENT PERMIT AND/OR A D 7Z 3 _ h �y� iy h v • VWz ROAD,eta 4W HECKM r r o / b 78W EOJLA awF O" CAO GRADING PERMIT HAS BEEN ISSUED. No.33950 AL Tsi , No. 57535 C O N S U LTI N O .Qreea2 • FAx eoey2�o • www�6F.can ALE OF1�SHEETS The private engineer signing these plans is responsible Exp. it-30-CB 0 DATE: Eq. 12 31-M AS SHOWN TRAFFIC SIGNAL PLAN -TRACT MAP NO. 230115-2 +► * R.C. 0. 339 * • for assuming the accuracy and acceptability of the design PREPARED UNDER THE PERVISION OF: R.C.E. N0. 5?535 FILE N0. Q hereon. In the event of discreptancles arising after county 'r/,� C1 Y1� E . DATE: 6 —06 'rl C�YI ���t EXP. DATE: 12-31-05 JOB NUMBER DEER HOLLOW WAY A7 PEPPERCORN DRIVEIJON W11.i.lAM WAY ~ if p l Q 15-100312 approval or during construction. The private engineer shall �F CA1�E , I/ !'//4� F� CAW.� ---� 11-14-03 DATE FOR: W.O. COUNTY be responsible for determining an acceptable solution gY DATE APPR. DATE and reviewing the plans for approval by the county. EMIR R E V I S 1 0 N S �My RECOMMENDED BY: DATE: DATE: 11-14-03 FILE NO. • _ _. _.... { `f 1 ;4a i i ik( 1: r?�I I`I, -PHASE DIAGRAM I ' PHASE SEQUENCE DIAGRAM II CONDUCTOR SCHEDULEIMPORTANT NOTICE:: II ;I 1 AWG CIRCUIT SECTION 4216-4217 OF THE GOVERNMENT �1 + r�sF--11111111II03 + �S CODE REQUIRES A DIG ALERT IDENTIFICATION F" �- A 4 NUMBER BE ISSUED BEFORE A o ,07,08,04P 2 2 2 I -.-----�► ,. ,; ; i 'PERMIT TO EXCAVATE' WILL BE VALID ' FOR YOUR DIG ALERT ID NUMBER CALL p\/L- © �61,�b2,�2P 1 1 1 1 01 + 05 02 + 06 03 + 07 04 + 08 I � 'I UNDERGROUND SERVICE ALERT TOLL FREE 1 —800-227-2600 Z © 01 ,06,06P 1 1 1 1 1 TWO WORKING DAYS BEFORE YOU DIG. �1 �� �3 �� 12 q�3,04,�b4P 1 1 1 1 02 + 05 04 + 07 -- CSC QE 03,08,08P 1 1 1 -�--- 05,06,06P I ►pis, ; ; © 5�2,05,02P 1 i UNDERGROUND STRUCTURES 5 6 g l' i � 07,08,08P 1 1 7 IS!'� ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE DETECTION SPEED: REDHAWK PARKWAY = 50 MPH 1 2 3 4 1 3 3 9 TOTAL RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT THE OWNER BY ACCEPTING ' PEPPERCORN DRIVE = 50 MPH THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO ,! I AQ 02 PPB 1 1 1 HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES lb l OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: THE i '•.'i''' © 04 PPB 1 1 1 1 CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES © 04 PPB 1 1 1 1 1 SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S CAMINITO AVILA RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. .I 3 @ 06 PPB CSC 0 06 PPB 1 1 1 �iy !' O 12' 48' 12' 08 PPB 1 1 © 08 PPB w 2 5 02 PPB 1 1 i ,i 1 TOTAL 1 2 3 4 1 2 3 8 1 1/2"C & 1-DLC CALLS I 12 IISNS 2 2 2 2 2 2 2 \ 10' 10' I 20' LOS MOCHIS SIGNAL COMMON 1 1 1 1 1 1 1 2 1 D 4 5 6 "� E 2"C & 3-DLCs #10 2 2 2 2 2 2 2 \ 3 ; ji l I LUMINAIRE 1 1/2"c & 1-DI_c i IT TOTAL 3 3 3 3 3 3 3 2 6111 1 ! if 1 2 2 zw 5 6 F w 5 ,a €I J 02 2 2 2 2 l i DET. 03 /o4o 7 LOOP CABLE �65 2 2 2 2 \ ;� —_ `_`_`__ E- ._._' 2 06 05 06 6 2 2 ------_ C7 A �1 A S 1 A S - 45__ - ' I,. 0308 TYPE �7 1 1 1 1 MOUNT ® 17 $ 8 _ N X""WALK B REDHA TOTAL 2 2 6 4 4 8 14SEVER - - $ tl WK N EVP CABLE (0.0707 ) 1 1 2 2 1 1 4 9 S ,:'' 1 N 3 ` \ 5, Co 1 �5 0 3„ 3„ 3„ 3„ 3„ 3„ 3„ 34 To 4 4 CONDUIT SIZE N 11, { CSC = CONDUCTOR SIGNAL CABLE 2 2 ;I — P t, :I ; 02, 5 3 I 2 2 R34 (i') 02 5 SP(SCE HAND )LE) zo A m 4,07 CONSTRUCTION NOTES (THIS SHEET): 2 T1 F 2 3 `�� �� I-1 i FOR TRAFFIC SIGNAL GENERAL NOTES AND DETAILS SEE SHEET TS-2. 4p �8 1 1/2"C & 1-DLC R - 107 6 �. w 1�--CONTRACTOR SHALL CONSTRUCT TYPE 332 CABINET FOUNDATION. CONTRACTOR 07 ( 2 C & 3-DLCs SHALL FURNISH AND INSTALL A TYPE 170E CONTROLLER ASSEMBLY COMPLETE B 1 1/2"C & 1-DLC xl (� 2 - WITH DETECTION FOR 8 PHASES, COORDINATION TELEMETRY, DETECTOR SENSORS, J O SERVICE ADDRESS EMERGENCY VEHICLE PRE-EMPTION SYSTEM AND AUXILIARY EQUIPMENT WITHIN 14 A TYPE 332 CABINET, FOR ADDITIONAL NOTES SEE THE SPECIAL PROVISIONS. 5 i _I 6 2"C & 2 #s (SIGNAL) 45593 REDHAWK PARKWAY It! 2 CONTRACTOR SHALL FURNISH AND INSTALL A DUAL METERED TYPE III-CF SERVICE I 1 „ I 2 C, 2 #10 (LIGHTING), EQUIPMENT ENCLOSURE WITH THE FOLLOWING CIRCUIT BREAKERS: �8 & 2 #12 (IISNS) SG: 1338 ONE 120/24OV-100A (MAIN) A �8 ONE 120V-50A METERED SIGNALS) �. 0 7 $ ONE 120V-20A (METERED LIGHTING) 6 I v it ONE 120V-15A (METERED IISNS) O " DUAL TYPE V P.E.C. SENSOR SCHEDULE I 2 C & 3-DLCs II !I;Ilr CONTRACTOR SHALL FURNISH AND INSTALL OPTICOM PRE-EMPTION DETECTOR MOUNT AT 17' SENSOR DETECTOR OPERATION NO. 1 i MODEL 711. CONTRACTOR SHALL FURNISH AND INSTALL OPTICOM PRE-EMPTION MOUNTING HARDWARE AND CABLE, SEE DETAIL "A" ON SHEET TS-2 AND THEUNITi I20 1, 2 ;7/w POLE SCHEDULE iII II SPECIAL PROVISIONS. I UJ I \ i l Syr i 1 212U EXTENSION 1 I,.i,■ --{ I� o 4 CONTRACTOR SHALL FURNISH AND INSTALL SIGN(S) AS SHOWN. 1 R (,� POLE DATA SIGNAL H.P.S.V. LUM SIGNAL MOUNTING PED PUSH BUTTON POLE LOCATION IISNS (TYPE A) 2 212L NORMAL 2 012' 6"" G-1 12 it tjlI' ;I w No TYPE HEIGHT MA MA WATTS VEH MA PIED PHASE POLE QUAD A B MESSAGE (DBL FACE) L 5 CONTRACTOR SHALL CONTACT SCE FOR REMOVAL AND SALVAGE OF EXISTING 1 5J9U COUNT 3 (�1 ''i( � SV-1—T III STREET LIGHT. 2 �•/ e UA 19-4-80 30 25 15 200 2-MAS SP-1-T 2 N 8 3 Redhawk SV-1-T 2 5J1U NORMAL 4 1 1/2"C & 1-DLC 6❑—CONTRACTOR SHALL FURNISH AND INSTALL 3 CONDUIT AND PULLROPE PER SCE 1 416U NORMAL 5 I Y ��'! B 1A 10 - - - TV-2-T - SP-1-T 4 E 8 3 0 REQUIREMENTS. CONTRACTOR SHALL CONTACT EDWARD GRIFFIN, EDISON PLANNER, 3 �; -� AT 909-928-8334 PRIOR TO ORDERING AND INSTALLING SCE EQUIPMENT. 2 7J1U NORMAL 6 � ■ © 26-4-80 30' 45' 15' 200 SV-1-T 2-MAS SP-1-T 4 E 14' 3' Caminito Avila �- o II I j'i l CONDUCTORS BY SCE. �. w d I -� SV-1-T i I I.H. 4 1 6J2U EXTENSION 7 I 1'i D 1 A 10' - - - TV-2-T - SP-1-T 6 S 14' 3' - jl'!'il l o � ;I I o. o II 2 6J3U NORMAL 8 W A OE 19-4-80 30' 25' 15' 200 SV-1-T 2-MAS SP-1-T 6 S 14' 3' Redhawk 1 119U COUNT 9 CAMINO F 1 A 10' - - - TV-2-T - SP-1-T 8 W 14' 3' - z I 5 2 111 U NORMAL 10 RUBI {i _ f G 26-4-80 30' 45' 15' 200 JSV-1-T12-MAS1 8J6U EXTENSION 11 0 0 SP-1 -T 8 W 8 4 Peppercorn —•- w I ' ' a 6 11 - - - - - 2 8J6L NORMAL 12 11 H 1 A 10' TV-2-T SP-1-T 2 N 8' 3' Q j z I 20 0 20 40 60 7 1 319E COUNT 13 A POTHOLE MAST ARM POLE FOUNDATIONS PRIOR TO ORDERING POLES AND MAST ARMS. * SEE DETAIL "B" SHEET TS-2 2 311 L NORMAL 14 _ I ■ F=20' ** SEE DETAIL "C", SHEET TS-2 111773 GRAPHIC SCALE: 1" = 20' • F=10' LL- ¢ ! 0 F=21' TS - 1 "` I NS W- OV I-4 COUNTY OF RIVERSIDE BENCHMARK: ELEV.= a '' j I . SEAL COUNTY OF RIVERSIDE, CALIFORNIA T' SEGTIDN Yi I� COUNTY DESCRIPTION: S H E E T r� DIG RT Q�pEESSIpy TRANSPORTATION DEPARTMENT PLANNING ■ DESIGN ■ CONSTRUCTION Q%%I ES J'1oy I! LL 61-310 (MOD-) SIGN c�D A. O ql APPROVED BY. �O oS A. Diai.'ro11. � �� 'ti � �`°� � � NA TRAFFIC SIGNAL PLAN o NST��� tZ73- �N z 27555 YNEZ ROAD,SUITE 400 REDHAWK PARKWAY AT PEPPERCORN DRIVE E 1(800) 227 26W No. 33950 //�Z TEMECULA,CALIFORNIA 92591 4679 3 N01 57535 ; Exp. 6-30-06 KHALE A. oTH N DATE C E3 N S U LT I G 909.676.8042 • FAX 909.676.7240 ■ www.RBF.com Expl it Leut Two Woddng Before Ym Dig �� *f �, `Q RC 3950 EXP /30/06 _ *ff �'V,� �� MS 3827 IP 010030 OF 4 SHTS. ¢ I I— BY MARK DESCRIPTION APPR. DATE IgIE, IVl ���� ------ q��.OF CAL1E0�� DESIGN BY: ZMS SCALE: AS SHOWN POR. SEC. 28, TBS, R2W. SBBM o UNDMtOROn��VKZAU3 rCPsov�Nc�oPMA �F CAL1 �d 2?. 03 DATE: �S a3 DRAWN BY: ZMS DATE:OCTOBER, 2003 • a : ENGINEER REVISIONS COUNTY CARLOS A. ORTIZ R.C.E. 57535 EXP. 12-31-2005 FOR: GARRET GROUP w.o. COUNTY RECOMMENDED DATE CHECKED BY: CAO DWG.NAME: _ FILE NO. ,I _rt ' II IL