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191 ENCINITAS BOULE WIDENIN SAXONY ROAD TO WESTLAKE ST CMS 96D LEGEND DESCRIPTION DWG. NO. SYMBOL (SDRSD UNLESS NOTED) GENERAL NOTES ° mot x _�� - 2, 7R_ A.C. PAVING .... .. .. . . .. . . . ... PER SHT C- 1................ T _ 3, 2, � L -2 A.C. OVERLAY . .... ..... .... .. .PER SHT C -1. j 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS 13. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL "a °' 6" TYPE 'G' CURB dt GUTTER. . G -2 . . . . . . ENGINEERING SERVICE DEPARTMENT FOR ANY WORK WITHIN ENFORCE SAFETY MEASURES OR REGULATIONS. THE I THE STREET RIGHT —OF —WAY. CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL 4 " <. �< 8" TYPE 'B -1' MODIFIED CURB . . . . . . . . . G -6 . . LU SAFETY DEVICES, AND SHALL BE SOLELY RESPONSIBLE FOR _ ., 8" TYPE 'B -3' MODIFIED MEDIAN CURBS 2. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT— CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY Z Q ' 6 OF —WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED AND HEALTH STANDARDS LAWS AND REGULATIONS. SH1 n ' `r '." 9 �p 6" TYPE 'A' A.C. DIKE . . . . . . . . . . . . . . . G -5 . . . . . . . . . . . . . . . . . PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER o �� , F� AND PAVING. 14. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND ,� ��� P �� R� "? r', P.C.C. SIDEWALK . . . . . . . . . . . . . . . . . . . G- 7,G- 9,G -10. . . . . . . . . . . . COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS 10 ,.tom 3. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, PEDESTRIAN RAMP . . G -27 TYPE 'A',G -32. FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A INCLUDING: SAFETY OF ALL PERSONS AND PROPERTY, AND SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND q,0 r N - J STREET SIGN . .OS - 13. . KNOWLEDGE, THERE ARE NOT OTHER EXISTING FACILITIES NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE T -' " ` r r� �� ✓ STREET LIGHT & PULL BOX W/ANCHOR BASE. E -1,E -2 . . CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY OWNER AND ENGINEER HARMLESS FROM ANY AND ALL �� ��� �',r , �; FOUNDATION, H.P., 250 WATT (POLE HEIGHT 28'12', +_0 MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE " C�1 ' %; — ¢" / T; #, "' �9 0' MOUNTING HEIGHT 30'11') HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING SHOWN ON THESE PLANS. LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE TC� BLVD RCP. STORM DRAIN . D -60 - — — — OWNER OR THE ENGINEER. �� 4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY �� �� CONCRETE LUG . . . . . . . . . . . . . . . . . . . . D -63 — — — J WORK TO BE DONE SHALL BE CONFIRMED BY FIELD 15. CONTRACTOR SHALL REPLACE ALL PAVEMENT AND BERMS . . . . . . . . . . . . . . . . — MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. DAMAGED DURING CONSTRUCTION, IN KIND. TYPE 'A' CURB INLET . . . . . . . . . D- 1,D- 11,D -12 . . . . . . CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND ° LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY 16. CONTRACTOR SHALL REPLACE OR REPAIR IN KIND ALL KEY MAP TYPE 'B' CURB INLET .. .... . .... . .... D - 2,D 11,D - . ... .. ..... ° AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF PROPERTY IMPROVEMENTS, INCLUDING FENCES, TREES, REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION SHRUBS, IRRIGATION PIPING, AND LANDSCAPING DAMAGED OF EXISTING FACILITIES. DURING CONSTRUCTION. 1" = 200' 5. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND 17. THE DEGREE OF ACCURACY OF HORIZONTAL MEASUREMENT TYPE 'J' MEDIAN CURB INLET.... . .... ... D-45,D-11,D-12 . . ... . . . . .. 12 1 SHEET INDEX ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR SHALL BE f0.1 FEET, AS MEASURED BETWEEN COORDINATES. COMPANY FACILITIES AND SHALL COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES. 18. HORIZONTAL AND VERTICAL CONTROL FOR DESIGN WAS SHT. NO. DESCRIPTION TYPE 'A' STORM DRAIN CLEANOUT . . . . . . . . . D- 9,D -11 . . . . . . . . . . . . . . - • BASED ON FIELD AND AERIAL SURVEYS PERFORMED BY: NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS DUDEK & ASSOCIATES, 605 THIRD ST, ENCINITAS, CA, 92024, CIVIL STREET MONUMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROJECT ARE UNDERGROUND INSTALLATIONS. FOR JANUARY 1994, AND SUBSEQUENT FIELD SURVEY BY: ei 1 T -1 TITLE SHEET LOCATION OF ELECTRICAL CABLES AND GAS PIPING SOWARDS AND BROWN, 2187 NEWCASTLE AVENUE, SUITE 103, RIGHT —OF —WAY. — — 2 AND APPURTENANCES, CONTACT THE SAN DIEGO GAS CARDIFF BY THE SEA, CA 92007, AUGUST 1995. 9 2 C -1 TYPICAL CROSS SECTIONS & ELECTRIC CO. TELEPHONE: (800) 422 -4133. S 19. THE ENGINEER PREPARING THESE PLANS WILL NOT BE 3 C -2 PLAN & PROFILE 6. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES SECTION AND DETAIL KEY STARTING WORK NEAR COMPANY FACILITIES AND SHALL TO OR USES OF THESE PLANS. ALL CHANGES TO THESE 4 C -3 PLAN & PROFILE COORDINATE HIS /HER WORK WITH COMPANY PLANS MUST BE IN WRITING AND MUST BE APPROVED BY REPRESENTATIVES. THE PREPARER OF THESE PLANS. 5 C -4 PLAN & PROFILE SECTION OR DETAIL NUMBER NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT 20. THE GEOTECHNICAL REPORTS ENTITLED ENCINITAS 6 & 7 C —SA & B STREET &DRAINAGE DETAILS BOUNDARY ARE UNDERGROUND INSTALLATION. FOR BOULEVARD WIDENING, OCTOBER 1995, PREPARED BY ROBERT PRATER AND ASSOCIATES APPLY TO THESE PLANS DRAWING ON WHICH m 8 C -6 MISCELLANEOUS DETAILS SECTION OR DETAIL LOCATION OF CABLES AND APPURTENANCES CONTACT . PACIFIC BELL. TELEPHONE: (800) 422 -4133 IS LOCATED 21. SAN DIEGUITO WATER DISTRICT IS RESPONSIBLE TO RELOCATE 7. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE ANY EXISTING WATER FACILITIES (FIRE HYDRANTS, METERS, UNDERGROUND INSTALLATION. FOR LOCATION OF CABLES VALVES, VALVE BOXES, ETC.) THAT ARE AFFECTED BY AND APPURTENANCES CONTACT (800) 422 -4133. THIS PROJECT. 8. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL 22. CONCRETE CLASS PER GREEN BOOK STANDARD SPECIFICATIONS BE SHOWN ON THE AS —BUILT IMPROVEMENT DRAWINGS. ALL TABLE 201 -1.1.2 . SH SOURCES EASEMENTS UTILITY OF 23. ASPHALT GRADE PER GREEN BOOK STANDARD SPECIFICATIONS OFF —WAY, OR WITHIN ASEMEN S DEDICATED TO THE CITY BENCHMARK ENCINITAS. TABLE 203- 1.2(A). 9 U -1 ELECTRIC — TRENCH, CONDUIT SAN DIEGO CO. WELL MONUMENT STA. 1 +95.39 SITE & SUBSTRUCTURES 9. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES 24. ALL LUMINAIRES SHALL PROVIDE TRUE 90' CUTOFF, AND DESCRIPTION: BRASS CAP IN WELL MON. Of ° ARE RELOCATED OUTSIDE THE AREAS TO BE PAVED. ALLOW NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. TRAFFIC LOCATION: INTERSECTION SAXONY RD. AND ENCINITAS z Cn BLVD. ON OLD CENTERLINE OF RS 458 -66 x � z 10. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY 25. A PERMIT SHALL BE OBTAINED FROM CALTRANS PRIOR TO 10 TR -1 STRIPING AND SIGNING PLAN a w z MONUMENT OR BENCH MARK WHICH IS DISTURBED OR PERFORMING ANY WORK WITHIN CALTRANS' RIGHT —OF —WAY. ELEVATION: 107.668 FEET cn J ° DESTROYED SHALL BE RE— ESTABLISHED AND REPLACED BY 11 TR -2 SIGNAL MODIFICATION PLAN a a - A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 26. THE CONTRACTOR SHALL NOTIFY CALTRANS ELECTRICAL 12 TR -3 SIGNAL MODIFICATION PLAN CITY� OF J ° SURVEYOR. MAINTENANCE PERSONNEL FOR THE MARKOUT OF ALL EXISTING ENCINITAS CALTRANS FACILITIES. CONTACT PERSON: RAY ANDERLINE 13 TR -4 TRAFFIC SIGNAL AND SAFETY LIGHTING BLVD o 11. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE (619) 746 -2947. n STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION v r ��C�NITP`' (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL 27. THE CONTRACTOR SHALL POTHOLE ALL EXISTING UNDERGROUND TRAFFIC CONTROL 0 PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC FACILITIES TO DTERMINE THEIR EXACT HORIZONTAL AND VERTICAL WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO LOCATIONS PRIOR TO THE START OF ANY CONSTRUCTION. 14 TC -1 TRAFFIC CONTROL STAGE I REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION). 15 TC -2 TRAFFIC CONTROL STAGE II ENCINITAS Q J H 12. THE CONTRACTOR IS HEREBY NOTIFIED THAT ESSENTIAL AND LANDSCAPE REQUEZA ST w PERTINENT INFORMATION REGARDING THE CONSTRUCTION AND 3 COMPLETION OF WORK FOR THIS PROJECT IS CONTAINED IN 16 L -1 IRRIGATION PLAN — MEDIAN THE CONTRACT DOCUMENTS AND SPECIFICATIONS; AND IT IS 17 L -2 PLANTING PLAN — MEDIAN VICINITY MAP HIS RESPONSIBILITY TO READ AND REVIEW THIS INFORMATION TO HIS OWN SATISFACTION PRIOR TO PERFORMING ANY WORK; 18 L -3 IRRIGATION PLAN —SLOPE AND THAT ANY DEFICIENT, INCOMPLETE OR INCORRECT WORK NO SCALE SHALL BE REDONE TO MEET SAID REQUIREMENTS SOLELY AT 19 L -4 PLANTING PLAN —SLOPE THE CONTRACTOR'S EXPENSE. 20 L -5 IRRIGATION DETAILS DESIGNED BY: DATE: 21 L -6 PLANTING /PAVING DETAILS DRAWN BY: SCALE: ASSESSOR'S PARCEL NOs PROJECT MGR.: JOB NO.: UNAUTHORIZED CHANGES & USES: The engineer preparing these plans Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to will not be responsible for, or liable for, unauthorized changes to or assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons 258- 111 -12, 13, 14, 15, 16, 29, 30 ENGINEER OF WORK: uses of these plans. All changes to the plans must be in writing and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction and must be approved by the preparer of these plans. contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection DATE: with the performance of work on this project, excepting liability arising from the sole negligence of design professional. RCE: CALIFORNIA COUNCIL of CIVIL ENGINEERS & LAND SURVEYORS CALIFORNIA COUNCIL of CIVIL ENGINEERS & LAND SURVEYORS _ _ _ _ _ EXP. DATE: . REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY I DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. BENCHMARK: PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR VED� PUBLIC IMPROVEMENT PLANS FOR: 0011 —SI SEE NOTE HEREON HORIZONTAL AS NOTED DATE: STREET AND STORM DRAIN IMPROVEMENTS BY: LOCATION: VERTICAL AS NOTED R.C.E. N0. BY: ENCINITAS BOULEVARD WIDENING T -1 ELEVATION: DATUM: ?�f6�4� ENGINEER EXP. /4. 7 ATE: 7— � — 9 DATE: SAXONY ROAD TO WESTLAKE ST WORK PROJECT NO. CMS 96D TITLE SHEET r SHEET 1 OF 20014 T1.DWC 17 +00 40' - STA. 20 +98.42 TO 25 +75 40'- 35.44' - STA. 25 +75 TO 24 +75 128 _ _ _ _- - - - -- - _ _ 128 132 - -- _ 132 32' - STA. 20 +98.42 TO 24 +75 8' 5' 49' 1 4 . 3 \ 1 _STA. 12 +43.6 TO 20 +58,52 \ TYP. -X•,?� - - 5" 4" 1 MIN. 32' 2.1 \yC 2 REMOVE STA. 15 +40 TO 24 +75.00 2❑ 3 i EXIST. AC PVMT. 2:1 \ 6 10 2 \ 124 - -- _ _. - - - 124 128 -- 0 6 L 1 y 8' - - -- - 128 EXI PVMT. UT 16 +00 -20 +00 16 6 ao ST AC 0 4' 10 L - s 6 2 5" AC (TYPE III B- ARa000) 10 -60 -40 -20 0 20 10 10 \ \ \ TYPICAL SECTION MODIFIED TYPE 18-1 6" CRUSHED AGGREGATE BASE MEDIAN CURB 120 - - - - - -- - _ - _ 6 120 SHOWN AT 23 +00 SEE SDRSD G -6 -60 -40 _20 Q 3 20 TYPICAL SECTION A MEDIAN CURB DETAIL SHOWN AT 17 +00 C1 NO SCALE s " 3 -1/2" MODIFIED TYPE B -3 CONST. MEDIAN CURB PER SDRSD G -6, TYPE B -1 8 8 SEE MED IAN CURB 6 J REMOVE EXIST. PLANTER CURB 5' 49'- STA. 12 +43.65 TO 20 +58.52 116 - 32' w 59' 116 1/2 CONTINUOUS P' 10 1 5' 49'- STA. 12 +43.65 TO 20 +58.52 20' I 3 STEEL BAR o . m EXIST AC PVMT. T 5 G �P�� *" 10 8 21 g - - - -- - - - - -- ; - STA. 12 +40 TO 15 +40 _ - - -- -- - _ 124 - - - " 4' 124 3 _ _ 2 10 5 �1/2" DIA. STEEL DOWELS 2 2 __ 7 2 10 MIN. LENGTH 8 ". _ 6 6 s B MEDIAN CURB DETAIL Cl NO SCALE 11 6 112 1 7 -60 -40 -20 0 20 m ** SEE SHEET C6 5 TYPICAL SECTION % SHOWN AT 20 +00 -60 -40 -20 0 20 TYPICAL SECTION SHOWN AT 13 +00 DISPOSITION NOTES CONSTRUCTION NOTES 24" 1' MIN. 4" 5- 1O CONSTRUCT CURB & GUTTER PER SDRSD G -2 TYPE G. REMOVE 2M- REMOVE EXIST. AC PAVEMENT O2 —CONSTRUCT SIDEWALK PER SDRSD G -7. EXIST. AC PVMT. Z U] —REMOVE EXIST. CURB -GTR do SIDEWALK Q CONSTRUCT MEDIAN CURB PER DETAIL 'A' ON SHT. Cl [E-REMOVE EXIST. AC BERM ®— CONSTRUCT ACCESS RAMP PER SDRSD G -27, TYPE A. SAWCUT 70s P . 5❑ REMOVE EXIST. MEDIAN CURB 5 CONSTRUCT DRIVEWAY APPROACH PER SDRSD G -14. ©— SAWCUT EXIST. AC PAVEMENT CONSTRUCT 5" ASPHALT CONCRETE (TYPE III B- AR4000) EXIST. AC PVMT. ro OS 108 B ASE . - e O7 CRUS GRIND EXISTI G AC PAVEMENT TO DEPTH OF 1-1/2' THEN " \/G CONSTRUCT VARIABLE DEPTH AC PAVEMENT OVERLAY. > o '• 9O— CONSTRUCT ASPHALT CONCRETE DIKE PER SDRSD G -5. s" Ac (TYPE m e- ARaooD) 5 39 ' @5 CONSTRUCT MEDIAN CURB PER DETAIL 'B' ON SHT. Cl ° °• - 2.1 24' - _ _ -- ©— CONSTRUCT MEDIAN CURB PER DETAIL 'C' ON SHT. Cl — — — — _ 6' CRUSHED AGGREGATE BASE \ ODIFED T YPE B -2 \ 1 M MEDIAN CURB EXIST AC PVMT SEE SDRSD G -6 10 104 - 104 C MEDIAN CURB DETAIL 2 —4o - -2Q Q 20 (�+1 NO SCALE 6 TYPICAL SECTION 2 STA. 10 +29.94 TO 11 +14.65 SHOWN AT 11 +00 LIMITS WITHIN CALTRANS RIGHT -OF -WAY NOTE: THESE TYPICAL SECTIONS REPRESENT GENERAL CONFIGURATIONS OF THE PROJECT PLEASE REFER TO PLAN SHEETS FOR SPECIFIC VARIATIONS, TAPERS, ETC. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY Ill DRAWN BY II CHECKED BY APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING N0. 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N a r7Niir.1(>i! r1 �•� ! i_! 1111! ! !i N! !l =SS!! ii S= _i i_ ! i_ !_ !_!_S_!_!_S !_ !i!_ �ii a_!_ a! i- lii! li...ri �. �.!5 �� ��.li iSSi lS !li ii! ! !!!i!� �i �1 S _ !_!_ it•_tJ ! N,i i.l �•� i l !ii !! ! i ! 1111! l!� SS ills/_ i 1_111_1_1_ i_i_ i i_ i 111!_1_ i_i_ 1i i�� i_i_ ii��� -S -.i �y i i_ _i_i_ _ii_i ii i i ii_ i_ ii_i !1111 - �S ! i._IS SS ����- S_i_i_i_i_i_S_iSi SS SS_ Si_i_!!!_ SS !_!MS_i_!_ _!_ l!!_ !_!__ !_ !_ i NoText NoText NoText NoText NoText NoText GENERAL NOTES WORK TO BE DONE POLE SCHEDULE EXISTING POLES REMAINING AS IS NOT SHOWN PED POLE LOCATION 1. THE LOCATION OFR ALL EXISTING UNDERGROUND UTILITIES IS APPROXIMATE. 7. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS CONSTRUCT TRAFFIC SIGNAL AND SAFETY LIGHTING MODIFICATION AS SHOWN STANDARD VEHICLE SIGNAL MOUNTING PPB THE CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL SHALL BE BLANK DURING FLASHING OPERATION. ON THESE PLANS. UMINAIR SIGNAL S.N.S. DETAIL > No. REMARKS UTILITIES INCLUDING THOSE NOT SHOWN ON THESE PLANS AND VERIFY ALL , SIG. LUM. HPSV MAST ARM POLE MTG. 0 QUAD ARROW STATION C JOBSITE CONDITIONS. HAND EXCAVATE FOUNDATIONS UNTIL CLEAR OF ALL 8. CONTRACTOR SHALL PROVIDE ALL NECESSARY TRAFFIC CONTROL DEVICES DURING STANDARD PLANS TYPE M.A. A152 A 29 - - N 50' N 50W R 3 - MAS N SV - - N *SP - - N - - - Colle Magdalena R SUBSTRUCTURES. PROTECT ALL FACILITIES DURING CONSTRUCTION. TRAFFIC SIGNAL INSTALLATION. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS DATED JULY, 1992 1 -A R REL OMPLE ** ** - 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL 9. ALL CONDUIT AND FITTINGS SHALL BE RIGID NON- METALIC 2" MIN. INSIDE DIAMETER ftB - R (R} EXISTING EQUIPMENT OR POLE TO BE REUSED *USE PED HEAD MOUNTING FOR FLASHING BEACON UTILITIES AND AGENCIES AT LEAST 72 HOURS IN ADVANCE OF CONSTRUCTION. UN L ESS STANDARD ED AND C CONFORM TO THE REQUIREMENTS OF THE STATE OF STANDARD SPECIFICATIONS ** LOCATION TO BE DETERMINED BY ENG IN THE FIELD 3. POLE, DETECTOR AND EQUIPMENT LOCATIONS AR APPROXIMATE. THE CITY SHALL CALIFORNIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS DATED JULY, 1992. (N) NEW EQUIPMENT OR POLE . VERIFY EXACT EQUIPMENT LOCATIONS PRIOR TO INSTALLATION. 10. FUSED SPLICE CONNECTORS SHALL BE INSTALLED IN THE POLE HANDHOLE FOR EACH LUMINAIRE. CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF TRAFFIC CONTROLS 4. ALL VEHICLE SIGNAL HEADS/FACES SHALL BE 12" DIAMETER WITH BACKPLATES FOR CONSTRUCTION AND MAINTENANCE WORK ZONES 1990 EDITION. AND GLASS LENSES. PEDESTRIAN SIGNAL HEADS/FACES SHALL BE TYPE "A" 11. LOOP DETECTOR WIRE SHALL BE "TYPE 2 ". LOOP DETECTOR LEAD -IN CABLE, SHALL (MTS MODEL 7090 GLASS OR APPROVED EQUAL). ALL SIGNAL HOUSINGS SHALL BE "TYPE B CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC MANUAL LATEST EDITION. BE ALUMINUM. PLASTIC SIGNAL HEADS, PEDESTRIAN HEADS, VISORS, BACKPLATES, AND PUSHBUTTON SIGNS SHALL NOT BE USED. PEDESTRIAN HEADS AND 12. STREET NAME SIGNS SHALL CONFORM TO THE CALTRANS TRAFFIC SIGN SPECIFICATIONS PUSHBUTTON SIGNS SHALL USE INTERNATIONAL SYMBOLS. STANDARD PLANS AND STANDARD SPECIFICATIONS 5. PROVIDE ANCHOR BOLT NUT COVERS FOR ALL STANDARDS. 6. ALL PULL BOXES AND COVERS SHALL BE CONCRETE. PULL BOX COVERS SHALL HAVE THE MARKING "TRAFFIC SIGNAL ". ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE NOTED. R/W INSTALL FLASHING RED BEACON _ - - - - - ISNS A ; j RR 20 10 0 20 40 4 O O -- - _ - 1"=20' GRAPHIC SCALE DETECTOR - - LUMI - -- _ — 'L i R9 & PED BARRI RR .__ �� 1" PVC NIPPLE —� _ -�- LENGTH AS REQ'D j 26 - 4 -80 _ ~_ _ _- EAD RR 11t TO 1 REDUCER _ _ _ - — — -- RS z �r - - -- _ _ - _ �.� �v 06 ADV. LOOPS FOR SAXONY RD. - - -- v - - SIGNAL, SEE SAXONY RD. - RR VEH. SIGNAL PLA _ _ -- SCALE 1"=20 _ + NSTALL R73 -2 0 t - ` BACKPLATE - _ _ _ _ - - r M,y - .�: RR VEH. HEAD -- _ '� - 11 ` �� �N£CT C << /?O 0 2 - E NCINITAS 0 2 DETAIL E.V.P. DETECTOR ASSEMBLY N.T.S 02 EVP RR 02 �.�-� _ - 3 - ' \'` C £ /^/ C 1 _ t ' PV ?S N TF ,Q p - - EX. R34 -2 - l ��` `�`�� o, TO (/ \ `�� %b � HiyF R i - Mi .4 CT A IA;000 I �2 `_ - _ SO PV IU R/W SPLICE INTO EX. DLC , i� SCHEDULE SPLICE LANE #2,3 LOOPS INTO _ r 1 ^1140 0 EXISTNG DLC. INSTALL 1 DLC FOR O �,\ �2<� ' F'► CONDUC AWG SIZE H CONDUIT SIZE AND RUN LOOPS IN LANE TO CONTROLLER I <�- �' POLE OR 3" " TS E a ��'� 02P 2P A E THRU EXISTING CONDUITS. EX. METERING OR CABLE TYPE S CIRCUIT PEDESTAL � O CB NO 14 CABLE POLE - A X2 2 1 - I ' B ; 1 � SPLICE NEW LOOPS INTO �\. C EX STIN C NDU TORS IV, EXISTING DLC FOR #1 LANE 3 '\ �� �• D EXSTIN3 CONDUCTORS C b b 1 R R � S\ � CONSTRUCTION NOTES 1 TOTAL CABLES -3 CONDUCT. /12 CONDUCT. 2 1 - _ -_ LIGHTING 2 2 2 2 1� EXISTING CONTROLLER AND CABINET ASSEMBLY. 10 2 2 2 2 CONTRACTOR TO PROVIDE AND INSTALL ADDITIONAL DETECTOR AMPLIFIERS 04 (ISNS FOR NEW LOOPS AND OTHER NECESSARY EQUIPMENT PER CALTRANS TRAFFIC SIGNAL R / W CONTROLLER AND EQUIPMENT SPECIFICATIONS LATEST EDITION CALLE SIGNAL SERVICE EX STIN 3 INSTALL EVP AND EVP -DLC TO CONTROLLER. J � MAGDALENA TYPE "B" DLC 1 LOOP LEAD -IN 1 1 1 - EXISTING PHASE DIAGRAM 2 SEE PL N ALL SIGNAL POLES AND EQUIPMENT TO BE REMOVED AND SALVAGED SHALL BE DELIVERED TO CITY OF ENCINITAS SALVAGE YARD ON GROUP A GROUP B 3 - - - - ENCINITAS BLVD. AT VULCAN AVENUE 4 SEE PL N — — — — UNUSED 5 z I 6 3 3 3 - X 7 _ _ _ _ 1 01 02 03 04 8 - - - - N PULL ROPE FOR FLIT I C 1 1 1 1 0 UNUSED UNUSED UNUSED EVP CABLE 2 2 1 1 p ��/ z 05 0 1 1 07 08 EXP. 12 -31 -99 * N0. 0047128 �f�lF C I V I N. o��\e ATTENTION OF ch'.0E All utilities shown on this plan ore based on available ENGINEERS ■ PLANNERS records. It shall be the sole responsibility of the contractor ran t e — c MUNICIPAL CONSULTANTS to verify all existing utilities by contacting utility agencies 424 Summit Street, Suite 120, Oceanside, CA 92054 and to avoid damaging existing utilities during excavation. FOR UNDERGROUND SERVICE ALERT CALL (619)721 -5977 Fax: (619)721 -5975 1- 800 - 422 -4133 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT SA A A APPROVALS CITY (:)F ENCINITAS DRAWING ND. PLANS PR PARED UNDER SUPERVISION OF RECOMM DED A R VE r 00 DATE ' BYE BY' ENCINITAS BLVD AT TR -3 HORIZONTAL 1 "= 20' 4 CALLE MAGDALENA R.C.E, NO, ; 7128 DATE 7-1 & P DATE � - TRAFFIC SIGNAL MODIFICATION PLAN 0010 VERTICAL N/A ALI CAYI 1 -31 -99 t/ SHEET 11 R.C.E. l t � � WORK PROJECT NO. � I OF I8 TS — 010MI 99046S1.DWG CONDUCTOR SCHEDULE AWG SIZE P OMIT SIM & RUN GENERAL NOTES WORK TO BE DONE A POLE OR —3 " " 3 3 3 " OR S 1. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS APPROXIMATE. 7. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS CONSTRUCT TRAFFIC SIGNAL AND SAFETY LIGHTING AS SHOWN ON THESE CABLE TYPE E CIRCUIT 1 2 3 4 THE CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL SHALL BE BLANK DURING FLASHING OPERATION. PLANS. N0 14 CABLE POLE - A - - - - - - O O VE L BSITE CONDITIO S. HAND EXCAVATE FOUNDATIONS UNTIL CLEAR OFALL 8. CONTRACTOR SHALL PROVIDE ALL NECESSARY TRAFFIC CONTROL DEVICES DURING STANDARD PLANS C C B — — — — _ SUBSTRUCTURES. PROTECT ALL FACILITIES DURING CONSTRUCTION. TRAFFIC SIGNAL INSTALLATION. 0 0 C — — _ — _ — CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS DATED JULY, N N _ _ _ 2 . THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL 9. ALL CONDUIT AND FITTINGS SHALL BE RIGID NON- METALIC, 2" MIN. INSIDE DIAMETER 1992• D D D 1 - - - UTILITIES AND AGENCIES AT LEAST 72 HOURS IN ADVANCE OF CONSTRUCTION. UNLESS OTHERWISE NOTED AND CONFORM TO THE REQUIREMENTS OF THE STATE OF U 3 U CALIFORNIA STANDARD SPECIFICATIONS. C C 3. POLE, DETECTOR AND EQUIPMENT LOCATIONS ARE APPROXIMATE. THE CITY SHALL T � 2 T VERIFY EXACT EQUIPMENT LOCATIONS PRIOR TO INSTALLATION. 10. FUSED SPLICE CONNECTORS SHALL BE INSTALLED IN THE POLE HANDHOLE FOR EACH STANDARD SPECIFICATIONS LUMINAIRE. 0 0 4. ALL VEHICLE SIGNAL HEADS/FACES SHALL BE 12" DIAMETER WITH BACKPLATES R R AND GLASS LENSES. PEDESTRIAN SIGNAL HEADS /FACES SHALL BE TYPE "A" 11. LOOP DETECTOR WIRE SHALL BE "TYPE 2 ". LOOP DETECTOR LEAD —IN CABLE, SHALL CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS S S (MTS MODEL 7090 GLASS OR APPROVED EQUAL). ALL SIGNAL HOUSINGS SHALL BE "TYPE B ". DATED JULY, 1992. BE ALUMINUM. PLASTIC SIGNAL HEADS, PEDESTRIAN HEADS, VISORS, BACKPLATES, AND PUSHBUTTON SIGNS SHALL NOT BE USED. PEDESTRIAN HEADS AND 12. LUMINAIRES SHALL BE HIGH PRESSURE SODIUM WITH FULL CUT —OFF LENS, CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF TRAFFIC CONTROLS TOTAL CABLES -3 CONDUCT./12 CONDUCT. 1 — 4 PUSHBUTTON SIGNS SHALL USE INTERNATIONAL SYMBOLS. INTEGRAL BALLAST AND "TYPE IV" PHOTO— ELCTRIC CONTROL. FOR CONSTRUCTION AND MAINTENANCE OF WORK ZONES 1990 EDITION. LIGHTING — 2 2 2 5. PROVIDE ANCHOR BOLT NUT COVERS FOR ALL STANDARDS. 13. INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE "TYPE A" AND CONFORM CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC MANUAL LATEST 10 I.I.S.N.S. — 2 2 — TO THE TRAFFIC SIGN SPECIFCATIONS, STANDARD PLANS AND STANDARD EDITION. SIG. COMMON 2 1 1 1 6. ALL PULL BOXES AND COVERS SHALL BE CONCRETE. PULL BOX COVERS SHALL SPECIFICATIONS. HAVE THE MARKING "TRAFFIC SIGNAL ". ALL PULL BOXES SHALL BE NO. 5 SIGNAL SERVICE — — — — UNLESS OTHERWISE NOTED. TYPE "B" DLC 1 LOOP LEAD —IN 1 1 1 ` — 20 10 0 20 40 2 4 = P PHASE DIAGR GR B 1 " =20' GRAPHIC SCALE 4 FOR FU RE USE 2 2 - - POLE SCHEDULE RG °O�c 5 1 — — — STANDARD VEHICLE SIGNAL MOUNTING PE PPB POLE LOCATION —� FLIT R� 6 3 3 3 \N LUMINAIRE Sill (SIX DUAL - A - ) M z UNUSED C ) 0 / = NO ' SIG. LUM. HPSV qI , 0 2 p F v M.A. M.A. MAST ARM POLE MTG. QUAD ARRO I.I.S.N.S. REMARKS STATION C 7 G A 8 2 2 26 - - 80 45' 15' 250 2 - MAS SV -2 -T SV -1 -P 8 E L - 23 +46.6 2.5' - w ECR 01 02 03 04 - B 19 -3 -80 30' 15' 250 MAS SV -3 -T SV -1 -P 8 W R Encinitas Blvd 24 +27.8 2.5 - G 1 PULL ROPE 1 1 1 ii 29 - 5 - 80 55' 15' 250 2 - MAS 2 SV - 1 - T SV - 2 - P Uff R L - 24 +38.4 6.5' _ , � E.V.P. CABLE 3 2 1 D 1 - A - - - - TV - 2 - T SV - 2 - T L R - 23 +54.7 6.5 - a B - B z UNUSED 18P tiG•• s 05 06 1 07 08 � v gCZ g�. N CP DETAIL "A / uRE 1N 1 E RCON NP FUTURE 04 OR Fv1 alp _ DRIVEWAY 1 a SN r C1N/ -ra s N OvL • G., 2�O�G 2 INSTALL R49 & PED BARRICADE � f � 3 vF'i ` B 0 IV 8P / 2 ASP 8" V P � 0 8 08 E.V.P. g 0 08 4) ro 10" HP f ^ 2 --- 2 g o t +6 E.V.P. 22 INSTALL R73 -2 3op Tp uMR ! 24 0' TO LIMB 5 alY 1 t o p h - - 01 8 >, VCp r INSTALL R73 -2 / �f _ � r ` 02 + 5 E.V.P. 6 - --- ���`°- --- o2 7 06 +1 E.V.P. _� -- 0 2 - _ FO R F NSTALL R49 & PED BARRICADE T V R f iNTERC ' ° _ �� ` - - _ _ _ 0 8P� 4 - - 0 ONNE CABLE 1i 0 1 m 6 INS TgLL " " 2 -DLC, 1 o - - - _ = - - _ - FOR FUTUR E O 5 O E iNT ERC LL ROP - �2P 02P C O NE T C S.D.G.& E. SERVICE PT. - -- DETECTOR E 1 O PULL ROPE PER 0 `~ 5 S.D.G.& . DS INSTALL 2 "C., 2 #10 ° INSTALL 2 "C., 2 -DLC 1" PVC NIPPLE S.D.G.& E. SERVI S. q # 6 LENGTH AS REQ'D FROM POINT S. METERING PED. INSTAL� L �e, F 1W TO 1" REDUCER LANE CONSTRUCTION NOTES: 10' CONSTRUCTION NOTES CONT'D: M1 FURNISH AND INSTALL MODEL 170 CONTROLLER ASSEMBLY (VERTICAL MOUNT 08 — ❑5 REMOVE & SALVAGE EXIST. STREET LIGHT, REMOVE AND DISPOSE OF TYPE) IN MODEL 332 ANODIZED ALUMINUM CABINET NTH INTERNAL LIGHT, ir� FOUNDATION. DELIVER STREET LIGHT TO CITY OF ENCINITAS PUBLIC FRONT AND BACK DOOR SWITCHES AND INTEGRAL DRAWER ASSEMBLY UNDER WORKS YARD AT ENCINITAS BLVD. AND VULCAN AVE.. INSTALL #3 CONTROLLER. CABINET SHALL BE WIRED FOR RED MONITOR AND FULL 8 PULLBOX IN PLACE OF REMOVED POLE. EXTEND EXISTING CONDUITS INTO BACKPLATE PHASE CAPABILITY INCLUDING THE NECESSARY ACCESSORIES TO PROVIDE LUCK '� NEW PULLBOX AND SPLICE LIGHTING CIRCUIT WIRES AS NECESSARY. PLAN PHAS ES 4B. SHO WN ONTROLLER UNIT SHALL BE BE WITH BtTRANS STANDAR CENT R I MODEL 200SA SOFTWARE OR APPROVED EQUAL, ONE MODEL 412C SYSTEM 6 INSTALL 3 EACH 3M MODEL 521 (OR APPROVED EQUAL) EMERGENCY VEHICLE PRE - MEMORY MODULE, MODEL 222 LOOP DETECTOR SENSOR UNITS (I.C.C. OR DRIVE A Y/ EMPTION DETECTOR MOUNTED ON MAST ARM USING THREADED NIPPLE AND EQUAL), ONE MODEL 400 MODEM AND ONE MODEL 225 CONFLICT MONITOR. LOCK WASHERS. MOUNTING HARDWARE AND CABLE SHALL BE FURNISHED DETAIL FOR E.V.P. DETECTOR ASSEMBLY a INSTALL ANODIZIED ALUMINUM TYPE IIIB SIGNAL AND LIGHTING SERVICE PER BY THE CONTRACTOR. S.D.G.& E. REQUIREMENTS. PROVIDE 50A -1P SIGNAL CIRCUIT BREAKER, 30A -1P QROfI:SS /q UNMETERED LIGHTING CIRCUIT BREAKER, AND 15A -1P I.S.N.S. CIRCUIT BREAKER. ' y �� GA SEE STANDARD PLAN ES -2D FOR DETAILS. ATTENTION N/A t2 —�I —ss All utilities shown on this plan are based on available tt NM CD4712 * ENGINEERS ■ PLANNERS records. It shall be the sole responsibility of the contractor s t ans e r4 MOUNT MOUNT SIGNAL HEAD 0 17 HIGH �' MUNICIPAL CONSULTANTS to verify all existing utilities by contacting utility agencies Cil F P �A` (619)721 -5977 Fax: (619)721 -5975 O 424 Summit Street, Suite 120, Oceanside, CA 92054 and to avoid damaging existing utilities during excavation. � � E FOR UNDERGROUND SERVICE ALERT CALL: 1-800-422-4133 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS DRAWING ND. BENCHMARK: CENTERLINE WELL PLANS PRE RED UNDER SUPERVISI ❑N ❑ REC ❑MME D A VE TRAFFIC SIGNAL AND SAFETY LIGHTING FOR: O0� -SI MONUMENT TOP BRASS DISK -y��' ENCINITAS BLVD TR -4 LOCATION A INTERSECTION OF HORIZONTAL AS SHOWN DATE BY: f BY: RECORD F OFFICE OF SDCO T_31 47128 AT LUCKY CENTER DRIVEWAY AS SHOWN R.C.E. N❑. DATE "��7 DATE �1G' QO IO "TS NAVD 88 USGBGS DATUM ELEV 71.386 VERTICAL ENGINEER 12_31_99 EXP, WORK PROJECT N❑. SHEET i2 ❑F �g T%5 - 0/0/v 7.97 3.DWG SAB 7.97 NoText NoText NoText NoText NoText NoText SDG4cE 1 -4' J� h� x, K: co Uz 0 D N '< D � CLIMBING SPACE (PERMANENT) EXIST. C.P. RISER 1 -3" TO BE REMOVED ON W.O. 2512552 DETAIL EXIST. C.P. [� Z129919 L 1 n(D124704] OO OO -' A Oa 4] 3315 H111840 1 -3" 2 -4" l I [H112017] 10 O O O W1 �D 24881] 1 -4" 6 [Z129919] 2r4710] FUSE CA6NET —3421 -PAD &BARRIER POST I MAIN v I — 91 vAN�Es TYPICAL STREET SECTION NO SCALE SAXONY RD. 0 3 N 14—# 1- t -ASE XFRM DitAl N 3421 F'qp 4 4 � n z o 59' 41' 33' MAI N TEMPO Rg2Y AG MEDIAN Exlsi. C�JKg U urfE , AND E'IbE�ryALK New CURB, c?urr�K LAND SIbEVJALK TYPICAL STL'EbT S NO -2'A STA. i25+4(o -W ENGIN ITc1E, BLV, FUSE CAB 2 �,. F D124704 3421 —PAD + ' 2� 4 .... 1 T 3 2 —DB4" t ' PRI f I ` 3315 HH H111840 SC F_ 0 40 N TRENCH, CONDUIT & SUBSTRUCTURES THE ANIMAL KEEPER 1 -D64 _ PRI 6 5 PRI STUB ON VERSION DIS7Ft1 T I .0 U U . G . G I LI MITS 2 - n - - - - -- EXIST. STA. EXIST I 289 -184 I I T ._ F 1 I + 2� 4 .... 1 T 3 t ENCINITAS BL .................. I 1 —DB4 7 EXIST. STA. — — - — — I 289 -93 — Z224683,�, TA. r \\ 289— 94 L P29912 D124881 8 \ RM 1t-RMIT 3425 PADS \\ I XIST. MTR. PEC f21=QU12�D J tK VIG ....... (7..7 -_ 70... .. ' SID ENCINI TA S BLVD. 20A CONVERSION NOTES: - MAINTAIN, IF POSSIBLE, A MIN. OF 5' SEPARATION WHEN PARALLELING WET UTILITIES AND 6" WHEN CROSSING. OTHERWISE, i' WHEN PARALLELING AND 6" WHEN CROSSING. WHEN IN CONFLICT, FIELD CONDISIONS WILL PREVAIL - EXIST. UTILITIES INDICATED ARE APPROXIMATE LOCATIONS ONLY. VERIFY THE EXISTANCE AND LOCATION OF ALL UTILITIES BEFORE DIGGING. - EXIST. ELECTRIC UNDERGROUND FACILITES INSTALLED ON W.O.'3 #5120600, #5833620 - THIS JOB MUST BE COORDINATED AND WORKED TOGETHER WITH PENDING W.O. #2512555. - MAINTAIN 5' CLEARANCE BETWEEN ALL PADS AND ANY VEHICULAR TRAFFIC. IF CLEARANCE CAN NOT BE MAINTAINED, TRAFFIC BARRIERS WILL WILL BE REQUIRED. - ANY SINGLE PHASE TRANSFORMER OR SECONDARY HANDHOLE MAY BE USED AS STREET -LIGHT SERVICE POINT. - LOCATION OF NEW UNDERGROUND FACILITIES HAVE BEEN DESIGNED WITH CONSIDERATION TO FUTURE ALIGNMENT OF SAXONY RD. AND CALLE MAGDALENA. 15 3314 -HH H112017 PrZ Ci P7ciE tJ STORIV U<AIN 2 —DB4" COORDINATE AND / NSTALL WITH W.O. 2512555 / FUSE CABINET D123754 COORDINATE AND INSTALL WITH W.O. 2512555 16 2 —DB4" PRI EXIST. FUSE CABINET D3201868226 COORDINATE AND REMOVE WITH W.O. 2512555 - -- � EXIST. CABLE POLE ." Z129918 TO BE RELOCATED ON L7 4 "�R, e FUTURE JOB. i 0 TL( 0' m 0 z c o w I co m r 000 D v z p�z O =� IV m O 00 ED z m�LA 0nR° >� D OS 9zm Z 0 0 w °> m A O 1 Z 1 c � C (P z 0 O O z (!J 00 O W F•1 NA Z O O ( n V ' � O 2 m O W C 0011 -51 1`l % F, 2 ro r 9 x T ._ F f + 2� 4 .... 1 T 3 t ENCINITAS BL .................. I 1 —DB4 7 EXIST. STA. — — - — — PRI 289 -93 — Z224683,�, TA. r \\ 289— 94 L P29912 D124881 8 \ RM 1t-RMIT 3425 PADS \\ I XIST. MTR. PEC f21=QU12�D TRAFFIC SIG. I \\ EXIST. I 2 -DB4" 9 \ 2 -DB4" STUBS HUNGRY I SERVICE SERVICE HUNTER 1 #305 I I I I - ENCINI TA S BLVD. 20A CONVERSION NOTES: - MAINTAIN, IF POSSIBLE, A MIN. OF 5' SEPARATION WHEN PARALLELING WET UTILITIES AND 6" WHEN CROSSING. OTHERWISE, i' WHEN PARALLELING AND 6" WHEN CROSSING. WHEN IN CONFLICT, FIELD CONDISIONS WILL PREVAIL - EXIST. UTILITIES INDICATED ARE APPROXIMATE LOCATIONS ONLY. VERIFY THE EXISTANCE AND LOCATION OF ALL UTILITIES BEFORE DIGGING. - EXIST. ELECTRIC UNDERGROUND FACILITES INSTALLED ON W.O.'3 #5120600, #5833620 - THIS JOB MUST BE COORDINATED AND WORKED TOGETHER WITH PENDING W.O. #2512555. - MAINTAIN 5' CLEARANCE BETWEEN ALL PADS AND ANY VEHICULAR TRAFFIC. IF CLEARANCE CAN NOT BE MAINTAINED, TRAFFIC BARRIERS WILL WILL BE REQUIRED. - ANY SINGLE PHASE TRANSFORMER OR SECONDARY HANDHOLE MAY BE USED AS STREET -LIGHT SERVICE POINT. - LOCATION OF NEW UNDERGROUND FACILITIES HAVE BEEN DESIGNED WITH CONSIDERATION TO FUTURE ALIGNMENT OF SAXONY RD. AND CALLE MAGDALENA. 15 3314 -HH H112017 PrZ Ci P7ciE tJ STORIV U<AIN 2 —DB4" COORDINATE AND / NSTALL WITH W.O. 2512555 / FUSE CABINET D123754 COORDINATE AND INSTALL WITH W.O. 2512555 16 2 —DB4" PRI EXIST. FUSE CABINET D3201868226 COORDINATE AND REMOVE WITH W.O. 2512555 - -- � EXIST. CABLE POLE ." Z129918 TO BE RELOCATED ON L7 4 "�R, e FUTURE JOB. i 0 TL( 0' m 0 z c o w I co m r 000 D v z p�z O =� IV m O 00 ED z m�LA 0nR° >� D OS 9zm Z 0 0 w °> m A O 1 Z 1 c � C (P z 0 O O z (!J 00 O W F•1 NA Z O O ( n V ' � O 2 m O W C 0011 -51 1`l % F, 2 ro r 9 x