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7797 WORK TO BE DONE POLE SCHEDULE NOTE: PROPOSED CONSTRUCTION SHOWN DARK GENERAL NOTES STANDARD VEHICLE PED POLE LOCATION* REMARKS EXISTING CONSTRUCTION SHOWN DASHED. INSTALL TRAFFIC SIGNALS, SAFETY LIGHTING, AND ASSOCIATED EQUIPMENT 1.LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN LUMINAIRE I.I.S.N.S. SIGNAL MOUNTING PED SIGNAL PUSH BU SEE DETAIL B TO PERFORM THE FUNCTIONS SHOWN AND CALLED OUT ON THESE PLANS. ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE Lam' HPSV LEGEND REFERENCE DRAWING N0. TM 94-066. 4334-1 SHEET 51 OF 83 TYPE HEIGHT SIG. M.A. LUM. M.A. MAST ARM POLE MTG. PHASE WAD B A EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB TOWN CENTER PLACE SPECIFICATIONS A 26-4-70 30' 40' 75' 250W Leucadia Blvd. 2-MAS SV-1-T SP-1-T - - Exist Exist SITE. PHONE UNDERGROUND SERVICE ALERT AT 1-800-422®4133 O © CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS TWO WORKING DAYS BEFORE DIGGING. 04 07 CALIFORNIA JULY 1992. STANDARD SPECIFICATIONS FOR PUBLIC WORKS © 1A 10' - - - - - - 8 W Exist Exist ❑ 1 2.ALL POLES CONDUIT PULL BOXES STRIPING AND LOOP DETECTOR TV-1-T Y I CONSTRUCTION (1991 EDITION) I .-7 LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE. ACTUAL V © 29-5--70 30' 60' 15' 250W Town Center PI 3-MAS SV-1-T SP-1-T 8 W Exist Exist 3 I II STANDARD PLANS / DRAWINGS / PROCEDURES & MANUALS LOCATIONS SHOULD BE DETERMINED BY FIELD CONDITIONS AT THE Exist 9 10 TIME OF CONSTRUCTION AND AS DIRECTED BY THE CITY ENGINEER. @D 1A 10' - - - - - SV-1-T SP-1-T 2 S Exist Exist ® 2"C, PER SDG&E 8 II CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS DATED 3.ROUTING AND LOCATIONS OF UNDERGROUND ELECTRICAL SYSTEM IS REQUIREMENTS I JULY 1992. CALIFORNIA DEPARTMENT OF TRANSPORTATION "MANUAL OF DIAGRAMMATIC AND SUBJECT TO APPROVAL OF THE ENGINEER. (� 26-4-70 30' 40' 15' 250W Leucadia Blvd. 2-MAS SV-�-T SP-1-T 2 N Exist Exist g� 2'C, 3DLC III Exist TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" UNDERGROUND ELECTRICAL LINES AND SUBSURFACE STRUCTURES I 2 (1990 EDITION) MAY BE RELOCATED IF NECESSARY TO CLEAR OTHER EXISTING 0 2"C, 2#6 (SIGNALS) 8 I Exist IISNS (F� 1A 10' - - - - _ TV-2-T SP-1-T 4 E Exist Exist - Exist 9 11 II UNDERGROUND FACILITIES. I (G 29-5-70 30' 55' 15' 250W Town Center PI 3-MAS SV-1-T SP-1-T 4 E Exist Exist 0 2#10 (LIGHTING) 1 I R61-2 I 4.CONTRACTOR SHALL PROVIDE ALL CABLING AND CONDUCTORS 2#10 (LLS.N.S,) Exist 2"C, 3DLC , NECESSARY TO PERFORM ALL FUNCTIONS SHOWN ON THESE PLANS. �I F� 1A 10' - - - - - TV-1-T SP-1-T 6 S Exist Exist Exist 8 ' I II ® A Exist Exist EXISTING 2" CONDUIT WITH 6 PAIR #19 5.ALL NEW LOOPS TO BE TYPE "E'. LOOP DETECTORS SHALL BE 6' DIAMETET, WITH -0 - ---- 3 $ 9 _ _ E 1 2"C,6DLC, 1SIC INTERCONNECT CABLE TO CONTROLLER 10' SPACING AND POSITIONED IN CENTER OF LANE UNLESS OTHERWISE SHOWN. (;A;) 19-•3 -70 30' 30' 15' 250W Leucadla Blvd. 2-MAS SV-1-T SP-1-T 6 S 4' 9' 3 O _ - / ADD IDLC CABINET AT EL CAMINO REAL AND SEE CALIFORNIA STANDARD PLAN SHEETS ES-5A AND ES°5B, FOR DETECTOR © _ __ ___ Exist Exist LEUCADIA BLVD. LEGENDS AND DETAILS. FRONT LOOPS SHALL HAVE FIVE TURNS. ALL OTHER (E,) �1A 10' - - - - - TV-2-TB SP-1-T 8 iN 4' 9' ® © I f� 9 / B © REMOVE C2 DLC 2"C,1DLC, 1SIC LOOPS SHALL HAVE THREE TURNS. -* POLE LOCATIONS ARE PRELIMINARY. CONTRACTOR SHALL POTHOLE ALL SIGNAL POLE LOCATIONS AND Exist SNS I ` 5 I 6.PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE SHOWN. COORDINATE WITH THE CITY OF ENCINITAS FOR EXACT PLACEMENT PRIOR TO FOUNDATION CONSTRUCTION. I p R34 8 I - _—__ _ _ _ 7.LUMINAIRES SHALL BE FULL CUT-OFF WITH TYPE IV PHOTO __ 08 06+7 _ --- _ Li J ELECTRONIC UNIT. IF THIS TRAFFIC SIGNAL IS NOT INSTALLED WITHIN ONE (1) YEAR OF CITY APPROVAL, -'-'-'---- _____ _ < to< �r3 II � PLAINS MUST BE RESUBMITTED FOR PLAN CHECK 90 DAYS IN ADVANCE OF ---------- O I (RL) 1� --- _ &PAVEMENT MARKING REMOVAL AND TRAFFIC STRIPING REMOVAL BY �6+7(5-SECTI 05 ---'-°--- ___ _ BEGIN CONSTRUCTION DATE. BEGIN CONSTRUCTION DATE REQUIRES PRIOR WRITTEN o0 6P 4 ---- _ EVPE 03+8II I SANDBLASTING SHALL BE DONE BY THE CONTRACTOR. APPROVAL BY CITY ENGINEER - - - - -- - - - - - - - - - - - - - - - - - - -- - /. 6PI Exist RRI ADE - W I ! 1 q}g ---- a N I --� W / I �_ _ r 300' T01 9.THE CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE TRAFFIC nL -, r III i W XK ENGINEERING DIVISION FOR THE STRIPING, PAVEMENT MARKINGS, PARKING �, CONDUCTOR SCHEDULE _ _ �- I >q6 I ! _1_ REMOVAL AND SIGN LOCATION PRIOR TO PAINTING OR INSTALLATION. CONDUIT SIZE & RUN — - - —RW -- _ — I— _ _ I / II 5 YR \ I �' I 10.THE CONTRACTOR IS RESPONSIBLE FOR THE LAY OUT AND INSTALLATION * * * * * * * * ro / I y> 1 < > <� \ ^� RW I OF LOOP DETECTORS, TRAFFIC STRIPING, PAVEMENT MARKINGS, PARKING 3"C 3"C 2-3" 3"C 3"C 3"C 3"C 2-4" --- Exist I 5' i 15•, > ^ ANIG PHASE gRCUIT _ R73-5 Exist I / i �"�06 REMOVAL AND TRAFFIC SIGNING AS SHOWN ON THESE PLANS AS ARE 0 0 Q ® Q © Q A8 _- I- >06 EVPE 01+6 I S= - _ _ _ N' 12> NECESSARY FOR THE SAFE AND EFFICIENT MOVEMENT OF VEHICULAR 0 1_ - I III I 6 I�> 16 �> \ — S - - - - 1 — TRAFFIC AND PEDESTRIANS. #]!1 POLE - A - - 1 - - - - 1 Iv 5' I Uy _ _ 16 16 < > +-06 - i^� 11.THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE 05 7 7 1 ! I II I rl —�� — _ — — — — — �? 12> TRAFFIC ENGINEER A MINIMUM OF FIVE (5) DAYS PRIOR TO THE START OF E - - - 1 - _- '- _ 1 1 05 � N <i \> I �>0 � <�, �> <�> , \ \ 2 C,2DLC�^� - - - - - " WORK. _ i I 7 D - t - 1 1 1 1 _ T- -- I 'y - _ I < 17i> <\17> �-01 / 12.CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARDS MORE THAN 3 / F - 1 1 - _ 1 ----- 8 < , 6 6 AB S - - - - - - - - - - - - �'''' \ r- v �� I < Y � 8> � \ y �-' � WEEKS PRIOR TO TRAFFIC SIGNAL TURN-ON. G - 1 - - t - - -- - x St_ 8jy> 1 \ /< 18 > < 13.THE ELECTRICAL CONTRACTOR SHALL NOT INSTALL ANY PARKING REMOVAL 12: - - - - - _ 1 ^ - - - Exist I lL - - \ i H - - - - - - 1 <� 02 .�.� ro <� AB i 2"C,tpL� 05< � I X \ / - - - \18i �01 - 23 A MINIMUM OF FIVE (5) WORKING DAYS AFTER APPROVAL, SO THAT ADVANCE TOTAL CABLES - 3 12 CONDUCTORS 1 2 1 4 2 1 8 1 ) 5 > < Exist I --a 1v \ i i 5 > $ ADDi 4 i II ---- --- �� \ i _I > EVPE 02+ I NOTICE TO ADJACENT PROPERTY OWNERS CAN BE MADE BY THE TRAFFIC I.I. N - 2 2 2 - 2 - 2 _ - - - I ----- --_-_- - - �_ -. �1 / -°_____________ ,- --___ ENGINEERING DIVISION. 0 STREET LIGHTS - 2 2 2 - 2 - 2 ^- W ^ y ^ - / II } 5 R73-2 ---- °-_--- ___ TOT - 4 4 4 - 4 - 4 �1\� 02 �y N < �I\�`-<�4 f ^ \ y I / I 42< I i 1 Exist --------_ 14.ALL TREES AND SHRUBS SHALL BE TRIMMED OR REMOVED AS DETERMINED BY _ t D. 2 2 - - - - - 2 \ i I - - - - - y x i 4 > W / III I _ R59U N THE RESIDENT ENGINEER AS REQUIRED TO MAINTAIN SIGNAL HEAD VISIBILITY Y - �I I I - - - _ _ _ AND SIGHT DISTANCE. TYPE _ 3 - - - 1 5 1 5 - - - - I - C71— � - - j - i- / I - - _ _ B' 4 _ _ _ _ _ 1 - - _� T 15.ANY DELAY IN OBTAINING PUBLIC AGENCIES APPROVALS AND/OR CONSTRUCTION DLC 5 - - - 2 2 - - 2 - — 02 <� \ j —, - — ! I �2<� I- _ _ _ _ N OF SIGNAL OR STRIPING PLANS MAY REQUIRE RE-DESIGN DUE TO CHANGES x2�> 0 < 2 > >\ � � =_---- f — — I I - - - - � IN GOVERNMENTAL REQUIREMENTS/STANDARDS. g 5 5 - - - - -_ \\ j i I+3 2 < > , Exist - - - - - _ _ _ _ _ - T \ I ! PED BARRICADE �E 04+7 — _— _—— — _ — - - _ _ 16.ALL VEHICLE SIGNAL HEADS SHALL BE 12" WITH BACKPLATES AND GLASS _ 8 - - - 2 - 2 2 2 ---- --C` Exist d4 I - _ _ _ = __ _ LENSES. ALL PED SIGNALS SHALL BE TYPE "G" DISPLAYING INTERNATIONAL __-- >• 1 04 IISNS 07 // Exist IISNS 12P - - - - - - - - — _ - - - - - - - - - — — _ — SYMBOLS. RED AND GREEN INDICATIONS SHALL BE LED TOTAL 7 7 - 10 7 3 3 t7 1 j - - - _ _ _ �/ 6 02+3 ICI7� - - - - - - - - - - -- 17.ALL CONDUIT SHALL BE 3" UNLESS OTHERWISE NOTED. 300' TO Exist F -}- IO �\z - - - I -- -- 18.PEDESTRIAN PUSH BUTTON SIZE AND MOUNTING HEIGHT SHALL CONFORM TO THE 6 PAIR;_ INTERCONNECT CABLE 1 1 - 1 1 - - 2 2"C,1DLC, 1SIC \ i § -7` - - 07 ,�r'G---- -- -_ -- X-WALK I - - - ----__ AMERICANS WITH DISABILITIES ACT, "ACCESSIBILITY". PROVIDE THE CORRECT EVPE -• DLC - 1 1 2 - 1 - 4 \ R 4 r __ # Exist Z \ - - _- - T - O LEUCADIA BLVD CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. ALL EQUIPMENT I, EXISTING DETECTOR ASSIGNMENT is I �� - ^ C '- SHALL BE ON THE CURRENT STATE OF CALIFORNIA QUALIFIED PRODUCTS LIST. EXISTING 2' CONDUIT WITH 6 PAIR 19 2"C,6DLC, 1SIC I 5 \ '° j CONSTRUCTION NOTES LEGEND INTERCONNECT CABLE TO CONTROLLER ADDIDLC �E 'I , ! I �a� l <�99 / I " CABINET AT GARDEN VIEW ROAD AND DETECTOR FIELD TERMINAL I �� / Exist r � EXISTING TYPE 170 CONTROLLER WITH BI-TRANS 412C MODULE 200 O _ „ " LEUCADIA BLVD. PHASE SLOT I PHASE DIAGRAM SA SYSTEM SOFTWARE WITH ALL AUXILIARY EQUIPMENT NECESSARY TO N0. CONNECTIONS I I - TYPE B LOOP DETECTOR I / I II I � I PROVIDE THE INTENDED DETECTION AND OPERATION IN A MODEL 332 1 2 12U T2 - 5 & 6 1 �---------- � �^\ I ^ I I 11 , 2 2 12L T2 - 7 & 8 1 / I < I i^� ! — I ANODIZED ALUMINUM CABINET, WIRED FOR 8-PHASE CAPABILITY AND = TYPE "D" LOOP DETECTOR 3 2 13U T2 - 9 & 10 EXISTING TENON / i� <�20��1' < 19 1 1 2 3 4 INCLUDE ALL ACCESSORIES NECESSARY TO PROVIDE THE PHASING 4 2 13L T2 11 & 12 / I� ��� — — (� _1 I AND PERFORM ALL FUNCTION INDICATED ON THESE PLANS. ALL /\ 5 2 14U T4 - 1 & 2 r Exist W ' I EQUIPMENT SHALL BE ON THE CURRENT STATE OF CALIFORNIA EXISTING TYPE "B" LOOP DETECTOR 6 5 J1U T3 - 1 & 2 O R O I F-� 2+3 "`YYY _I_ -= 2"C, 3DLC I "QUALIFIED PRODUCTS LIST". THE CABINET SHALL BE EQUIPPED WITH \i NE 4 16U T4 - 9 & 10 1 I I it XIr I I THE BEST LOCKS. 4 I6L T4 - 11 & 12 1 < 1 I I <� �i^\ I 5 6 7 O NE 7 J5U T5 - 5 & 6 20 < ❑2 EXISTING 120 240V TYPE III-BF SIGNAL AND LIGHTING SERVICE EXISTING TYPE D LOOP DETECTOR 1 i 19 I / �J 11 NE 7 J5L T5 - 7 & 8 Y 1 I I I �-� 6+7 ENCLOSURE. USE 40 AMP SIGNAL BREAKER, 30 AMP LIGHTING BREAKER Q > 1 NE 6 J2U T3 - 5 & 6 I I I I I III _� ' AND 15 AMP SIGNAL BREAKER FOR LLS.N.S. SIGNAL AND LLS.N.S. EMERGENCY VEHICLE PRE-EMPTION DETECTOR 13 6 J2L T3 - 7 & 8 I I 1 I � I I I `� CIRCUITS SHALL BE 120V METERED AND LIGHTING SHALL BE 120V 14 6 J3U T3 - 9 & 10 ^ I = EXISTING EMERGENCY VEHICLE PRE-EMPTION I ' 15 6 J3L T3 - 11 & 12 G I < 20 j I UNMETERED. DETECTOR 16 NE 6 J4U T5 - 1 & 2 i I <� �� I I <�19\� 1 ❑3 CONTRACTOR TO VERIFY SERVICE LOCATION AND REQUIREMENTS WITH --1---� = PROPOSE SIGNAL HEAD e, er >e n 17 1 11U T2 - 1 & 2 I I I I I �1� I FLASHING OPERATION SHALL BE RED IN ALL PHASES. 36 X36 36 X36 18 1 11L T2 - 3 & 4 1 I i I L SAN DIEGO GAS AND ELECTRIC COMPANY. �> _ EXISTING SIGNAL HEAD 19 8 J6U T5 - 9 & 10 , YA 1 I I I CONSTRUCTION NOTES CONTINUES: ® FURNISH AND INSTALL EMERGENCY PRE-EMPTION DETECTOR ASSEMBLY 2A 8 J6L T5 11 & 12 1 I t I\ 4 ❑9 AT LOCATION E �OPTICOM) ABOVE SIGNAL HEADS AT LOCATIONS SHOWN ON PLAN BY �----m - PROPOSE PED HEAD �T 21 NE 3 15U T4 - 5 & 6 SIMULTANEOUSLY I ' ' ' I Y" SYMBOL. OPTICOM SHALL BE 3M OPTICOM PRIORITY CONTROL ' + ' PPB 2 112U T8 - 4 & COM 6 O I �8 I INSTALL NEW 3 12 (RA,YA,GA) AND 3-12 (R,Y,G) SIGNAL HEADS FOR PHASE 7 AND 4 NA". --- CI7 = EXISTING PED HEAD 1 mS , ( ) SIGNAL HEAD SYSTEM MODEL 521. SEE DETAIL PPB NE 4 112E T8 - 5 & COM 6 � GA I � 03 � 14 RESPECTIVELY ON EXISTING MAST ARM. REINSTALL EXISTING 3-12 R,Y,G I = EXISTING STANDARD PPB NE 6 1130 Ta - 7 & COM 9 12' \ 12 I FROM STANDARD©FOR PHASE 4. . -- [N INSTALL SIGNS ON MAST ARM PER STANDARD PLAN ES-6T DETAIL-U-. R73-5 R73-2 PPB 8 113L T8 - 8 & COM 9 1 I 12, 4 \ 1 _ INSTALL NEW PED HEAD FOR PHASE 4. - - = EXISTING LUMINAIRE EVA 2+5 12U 79 - 4 & COM 6 DETAIL 02+3 & 6+7 I 14 INSTALL R4 ON EXISTING MAST ARM.EVB NE 4+7 13U - 7 M CE, © AT LOCATION OA D = PULL BOX EVC 1+6 12L T9 5 & COM 6 5 SECTIONS \ p� A QO AT LOCATION FO REMOVE AND SALVAGE EXISTING SIGNAL STANDARD AND ABANDON EXISTING EVD 3+8 13L T9 - 8 & COM 9 \ , N� ER INSTALL NEW PED PUSH BUTTON FOR PHASE 4 PER ADA REQUIREMENTS. FOUNDATION. REMOVE AND RELOCATE ALL EXISTING SIGNAL HEADS, PED HEAD, C = EXISTING PULL BOX FLAS ENSE 14U T8 - 10 & COM j.2 1 w, CE O STREET NAME SIGN (IISNS), LUMINAIRE AND EVPE TO LOCATION A' . = PED RAMP Q = BIKE LOOP 7 5 J I L T - ,V ©1 AT LOCATION G -, O o O DETECTOR REMOVE AND REUSE EXISTING 3-12"(R,Y,G) SIGNAL HEAD FROM EXISTING STANDARD. ❑7 AT LOCATION B@ �-� = = EXISTING BIKE LOOP TYPICAL POLE PLACEMENT REMOVE AND RELOCATE EXISTING SIGNAL STANDARD WITH ALL SIGNAL EQUIPMENT EXISTING PED RAMP 1 PVC NIPPLE INSTALL NEW 5-12 (R,Y,G,YA,GA) SIGNAL HEAD FOR PHASE 6+7. INSTALL NEW PED HEAD / �xy = EXISTING CONTROLLER LENGTH AS REQUIRED FOR PHASE 6 AND PUSH BUTTON FOR PHASE 4. TO LOCATION B' ON NEW FOUNDATION. ABANDON EXISTING FOUNDATION. - - = EXISTING PED FENCE �� 1 02 AT LOCATION HO °-- - = CONDUIT w_ = EXISTING SERVICE POINT' 10� 1-1/2" TO 1" " ® AT LOCATIONUD CHANGE EXISTING 3-SECTION SIGNAL LENSES TO 3-12 (RA YA,GA) FOR PHASE 3. INSTALL ------ = EXISTING CONDUIT �� = EXISTING METER POINT REDUCER INSTALL NEW 3-12"(RA,YA,GA) SIGNAL HEAD WITH TV-1-T MOUNTING FOR PHASE 7 A NEW PED HEAD FOR PHASE 4 AND PUSH BUTTON FOR PHASE 6. ON EXISTING STANDARD. "°'° i 03 AT LOCATI ON"A " AS—BUILT _L__ S m INSTALL NEW TYPE 19-3-70 SIGNAL STANDARD WITH 30' MAST ARM ON NEW FOUNDATION. 6Q (PING PROVIDED BY MAYERS AND ASSOCIATE- NOTE REINSTALL EXISTING S19[4& HEADS, PED HEAD, STREET NAME SIGN (IISNS), LUMINAIRE AND ��` p 8 TRAFFIC SIGNAL PLAN BY: CONTRACTOR SHALL POTHOLE AND FIELD VERIFY °/2 0l ( SIGNAL HEAD EVPE FROM LOCATIONUAA . INSTALL NEW PUSH BUTTON FOR PHASE 6 PER ADA REQUIREMENTS. C", q�� N SYSTEMS ASSOCIATES, INC. HORIZONTAL AND VERTICAL LOCATION OF ALL "' SCALE: 1"=20' HOUSING INSTALL NEW R34 ON MAST ARM. 4 Z 15 9N DIEGO,RCA 92123, (858)SUITE 60-4911 EXIST. U1ILRIES IN ADVANCE OF CONSTRUCTION b� < A/2 or < a,OREW P. SCHLETLI - R.C.E. #15964 C P,E. EXP. DATE AND NOTIFY ENGINEER OF WORK IN THE EVENT a B.C.R. 0 70 20 D AT LOCATION EXP. .1 OF CONFLICTING UTILITY CROSSINGS TO ALLOW LOOP BACKPLATE-- REINSTALL EXISTING TYPE 1-A SIGNAL STANDARD ON NEW FOUNDATION WITH ALL EXISTING REVIEWED BY: SUFFICIENT TIME FOR REDESIGN SO AS NOT TO B �— E.V.P.E. DETECTOR SIGNAL HEAD, PED HEAD AND PUSH BUTTON. INSTALL NEW 5-12 (R,Y,G,YA,GA) SIGNAL HEAD , CAUSE DELAYS IN CONSTRUCTION. FOR PHASE 6+7 AND CHANGE MOUNTING TO TV-2-TB. / 0 NOTE C: EXACT LOCATION BY CITY ENGINEER ASSEMBLY ®f ..-.-- 15. REWIRE ENTIRE INTERSECTION SEE CONDUCTOR SCHEDULE. NOTE: THIS PLAN SHEET ACCURATE FOR ELECTRICAL WORK ONLY P. SCHLAEFLI — R.C.E 115964 DATE INIVECTOR DATE DETAIL "A" FOR STRIPING AND SIGNING SEE PLANS BY OTHERS _ RIDVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT ° MV °�` Br �" S BY APPROVALS CITY OF EN C I N ITAS ENGINEERING DEPARTMENT DRAWING NO. ADDED DUALLEFT FROM 5' 'b DESCRIPTION: TOP OF BRASS DISK IN WELL PLANS PREPARED UNDER SUPERVISION OF EB TO NB AND LOOP DETECTORS RECOMMENDED BY: APP VED 1 TRAFFIC SIGNAL MODIFICATION PLAN FOR: TM 94-086 MONUMENT. HORIZONTAL I" = 20' DATE: 3/ ®/ LOCATION: STA 64+24 EL CAMINO REAL BY: ,V M C BY: LEUCADIA BLVD. AND TOWN CENTER PLACE sss�—I ---` RECO ELEVATION: FROM-S.D.0. O CO. VERT. CONTR IL.PG.105 VERTICAL ANDREW P �H � R.C.E. N0: 1�� DATE: 3�q1 o DATE: