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6556 PLANS FOR EL CAMINO REAL AND CREST DRIVE IMPROVEMENT GENERAL NOTES : TRAFFIC SIGNAL NOTES : INTHE 1. THE LOCATION OF ALL UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL 1. A NO FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THESE PLANS, FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY. AND VERIFY ALL CONDITIONS ON THE JOB. CITY OF ENCINITAS 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITIES AND 2. THE STRUCTURAL SECTION SHALL BE AS SHOWN ON THESE PLANS. AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. PROJECT N CMS 06B 3. ALL LOOPS SHALL BE 6' DIAMETER TYPE E WITH 10' SPACING THE DIRECTION OF 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL TRAVEL AND CENTERED IN TRAVEL LANE. LOOP SEALANT SHALL BE HOT MELT OR OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. APPROVED EQUAL. SEE STANDARD PLAN ES-5A AND ES-5B FOR DETAILS. LOOP WIRE SHALL BE TYPE 1 WITH TYPE B LEAD IN CABLE. FRONT LOOPS SHALL HAVE 5 TURNS. '\ 4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE ALL OTHER LOOPS SHALL HAVE 3 TURNS. V PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR 4. ALL PULL BOXES ARE NUMBER 5, AND CONDUIT IS 2 INCH UNLESS NOTED OTHERWISE. KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES 5. ALL SIGNAL HEADS SHALL BE TWELVE-INCH IN DIAMETER WITH BACK PLATES AND GLASS TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD LENSES. OR NOT SHOWN ON THESE PLANS. 6. PEDESTRIAN HEADS AND SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS 5. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON SHALL BE TYPE G. PEDESTRIAN PUSHBUTTONS SHALL BE 2-INCH DIAMETER WITH A SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. Sit MAXIMUM FORCE OF 5 FOOT-POUNDS OF PRESSURE AND A MAXIMUM HEIGHT OF 42 INCHES PER ADA REQUIREMENTS. 6. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO LEUCADIA STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH `"" BLVD. 0 7. GALVANIZED CIRCULAR ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL COMPANY REPRESENTATIVES. z X11 s. STANDARDS. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE �T9 ­cP 8. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3-INCH CONDUIT INSTALLED TO UNDERGROUND INSTALLATIONS". FOR LOCATION OF ELECTRICAL < �'' � � �' ,po„ THE ADJACENT N0. 5 PULL BOX. CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. 3a ENCINITAS 9. THE TRAFFIC SIGNAL CONTRACTOR IS RESPONSIBLE FOR THE LAYOUT AND INSTALLATION TELEPHONE: (800) 422-4133 S21 OF LOOP DETECTORS, TRAFFIC STRIPING, PAVEMENT MARKINGS, PARKING REMOVAL AND r~r a SPS t TRAFFIC SIGNING (EXCEPT STREET NAME SIGNS) AS SHOWN ON THESE PLANS. B. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK ` � Fs+ewD: PROJECT NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. - -. .___LOCATION TELEPHONE: (619) 546-3606 �I CREST D. .�- cL 9a. THE TRAFFIC SIGNAL CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE TRAFFIC ci ENGINEERING DIVISION OF THE LOOP LOCATIONS PRIOR TO CUTTING AND THE STRIPING, { ( �l y�y C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK `�' PAVEMENT MARKINGS, PARKING REMOVAL AND SIGN LOCATIONS PRIOR TO PAINTING AND INSTALLATION. NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. sANrA FE DR. vsv,� �` 'r9 /yo 9b. THE TRAFFIC SIGNAL CONTRACTOR SHALL INSTALL PARKING REMOVAL WITH AGENCY NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN `p PO `ct APPROVAL SO THAT ADVANCE NOTICE TO ADJACENT PROPERTY OWNERS CAN BE MADE THE PROJECT AREA TELEPHONE: (760) 633-2709. o, BY THE TRAFFIC ENGINEERING DIVISION. D. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK Ala S9 9c. THE TRAFFIC SIGNAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. 9 - BIRMINGHAM oi� __ y�� CONFLICTING STRIPING AND PAVEMENT MARKINGS BY SANDBLASTING. DRIVE w NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES � � CONTACT COX CABLE TELEVISION COMPANY. TELEPHONE: (800) 422-4133 10. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS 5 fI SHALL BE BLANK DURING FLASHING OPERATION. 7. ALL WORK SHALL BE DINE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC f � VICINITY MAP 11. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE WORKS CONSTRUCTION LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO SIGNING AND STRIPING CONTRACTOR. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION), EudoN NO SCALE 12. ALL SIGNAL AND PEDESTRIAN HEADS SHALL BE LED TYPE. AND THE SPECIAL PROVISIONS FOR THIS PROJECT. I LAG 8. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT-OF-WAY DESIGNATED TO BE REMOVED SHALL S21 BE SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE SIGNING AND STRIPING NOTES : PUBLIC RIGHT-OF-WAY DAMAGED BY THE CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY THE CONTRACTOR. 1. INSTALLATION OF ALL STRIPING, SIGNS AND PAVEMENT MARKERS SHALL BE THE 9. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN RESPONSIBILITY OF THE CONTRACTOR. PLACE. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED WITHOUT PRIOR APPROVAL OF THE CITY. 2. ALL STRIPING AND SIGNING SHALL CONFORM TO THE MOST RECENT ADOPTED EDITION OF THE FOLLOWING MANUALS: 10. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A A. MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) & MUTCD LICENSED LAND SURVEYOR. A CORNER RECORD, CERTIFICATE OF COMPLIANCE OR RECORD OF SURVEY CALIFORNIA SUPPLEMENTS SHALL BE FILED AS REQUIRED BY THE LAND SURVEYOR'S ACT. THE CONTRACTOR SHALL FURNISH, TO THE CITY OF ENCINITAS, PROOF OF RECORDING. ABBREVIATIONS B. CALTRANS STANDARD SPECIFICATIONS 11. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE CONSTRUCTED, C. CITY OF ENCINITAS STANDARD DRAWINGS CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND AC = ASPHALT CONCRETE BCR = BEGIN CURB RETURN PAVING. PVMT = PAVEMENT ECR = END CURB RETURN 3. ALL SIGNING AND STRIPING SHALL BE INSTALLED WITH SQUARE PERFORATED STEEL 12. THE CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE A PRE-CONSTRUCTION MEETING PCC = PORTLAND CEMENT CONCRETE (72.89) = EXISTING ELEVATION TUBING WITH BREAKAWAY BASE AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE FOR SUCH A MEETING. CALL 760-633-2770 LIP = GUTTER LIP PCR = POINT OF REVERSED CURVE X-GTR = CROSS GUTTER VE = RADIAL BEARING 4. ENGINEER OF WORK AND THE CITY ENGINEER PRIOR TO ANY CHANGES BEING MADE IN ANY DEVIATION FROM THE STRIPING AND SIGNING PLANS SHALL BE APPROVED BY THE 13. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE DURATION EP = EDGE OF PAVEMENT VERT. = VERTICAL THE FIELD OF THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SECTION 7-8 TC = TOP OF CURB HORIZ. = HORIZONTAL OF THE STANDARD SPECIFICATIONS. FS = FINISHED SURFACE SDRSD = SAN DIEGO REGIONAL 5. ALL SIGNS SHOWN ON THE STRIPING AND SIGNING PLAN SHALL BE NEW SIGNS PROVIDED FL = FLOWLINE STANDARD DRAWINGS INV = PIPE INVERT EXIST. = EXISTING AND INSTALLED BY THE CONTRACTOR, EXCEPT FOR EXISTING SIGNS SPECIFICALLY 14. THE CONTRACTOR SHALL MAINTAIN A SET OF "AS-BUILT" DRAWINGS ON WHICH ALL CHANGES OR TB = TOP OF BERM READ. = REQUIRED INDICATED TO BE RELOCATED OR TO REMAIN. VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE TO BE RECORDED. A COPY OF SAID "AS-BUILT" BC = BEGIN CURVE PVC = POLYVINYL CHLORIDE PIPE DRAWINGS SHALL BE PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED. EC = END CURVE 6. ALL LIMIT LINE/STOP LINES, CROSSWALK LINES, PAVEMENT LEGENDS, AND ARROWS 15. MATERIAL OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT-OF-WAY WITHOUT POC = POINT ON CURVE (EXCEPT BIKE LANES) SHALL BE THERMOPLASTIC. GB = GRADE BREAK APPROVAL BY THE CITY ENGINEER. 7. CONTRACTOR SHALL NOTIFY CITY ENGINEER AT (760) 633-2705 A MINIMUM OF FIVE (5) 16. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR IS REQUIRED TO WORKING DAYS PRIOR TO AND UPON COMPLETION OF STRIPING AND SIGNING. OBTAIN A PERMIT FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OF EXCAVATIONS WHICH ARE 5 FOOT OR DEEPER AND INTO WHICH A PERSON IS REQUIRED TO DECEND. DECLARATION OF RESPONSIBLE CHARGE QypEESSIp� I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE aP� soy�6 DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE 62562 m BUSINESS ANS PROFESSIONS CODE, AND THAT THE DESIGN IS Exp. 03-31-08 CONSISTENT WITH CURRENT STANDARDS. sT9� OF tAll���~ I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY REPONSIBLITIES FOR THE PROJECT DESIGN. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLAN PREPARED BY ---- ------ DRAWN e ---- LSF LSE ---- - -_-- - APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: CONCRETE MONUMENT SURVEY PLANS PREPARED UNDER SUPERVISION OF RECOMM APP E TITLE SHEET FOR: WELL MONUMENT LOCATION: C/L INTERSECTION OF E.C.R. AND HORIZONTAL N A "" °`_'°" ' °°"=T"°°T'°" E C. BLVD. AT STA 1+00 E.C.R 6060 AV NDAEN W.SV E260 DATE. 1625627 BY. LEROY BOD BY. PETER COTA-ROBLES EL CAMINO REAL AND CREST DRIVE 0062-SI AND 283+56 ENC. BLVD. PER VERTICAL N A ■ R.S. 1802-1 cANSeAO.cA�w mmoos R.C.E. NO. DATE: � d DATE: / CONSULTING 760A76M •FM760.476.9tM ■ wwwRW. DA L WI..SON, PE g�gl�Og - WORK PROJECT NO. CMS 06B ELEVATION: 220.79 DATUM: U.S.C. & G.S. EXP. SHEET 1 OF 3 IMPROVEMENT GENERAL NOTES : 1. A NO FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT PLANS E EL C REAL AND CREST DRIVE FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY. TRAFFIC SIGNAL NOTES : IN THE 1. THE LOCATION OF ALL UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL 2. THE STRUCTURAL SECTION SHALL BE AS SHOWN ON THESE PLANS. DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THESE PLANS, AND VERIFY ALL CONDITIONS ON THE JOB. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL CITY OF ENC INITAS 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITIES AND OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. PROJECT N . CMS 06B 3. ALL LOOPS SHALL BE 6' DIAMETER TYPE E WITH 10' SPACING THE DIRECTION OF 4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE TRAVEL AND CENTERED IN TRAVEL LANE. LOOP SEALANT SHALL L BE HOT MELT OR PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR APPROVED EQUAL. SEE STANDARD PLAN ES-5A AND ES-5B FOR DETAILS. LOOP WIRE KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE SHALL BE TYPE 1 WITH TYPE B LEAD IN CABLE. FRONT LOOPS SHALL HAVE 5 TURNS. PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD ALL OTHER LOOPS SHALL HAVE 3 TURNS. OR NOT SHOWN ON THESE PLANS. 4. ALL PULL BOXES ARE NUMBER 5, AND CONDUIT IS 2 INCH UNLESS NOTED OTHERWISE. 5. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON 5. ALL SIGNAL HEADS SHALL BE TWELVE-INCH IN DIAMETER WITH BACK PLATES AND GLASS SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. LENSES. 6. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO 6. PEDESTRIAN HEADS AND SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS (A STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH s11 SHALL BE TYPE G. PEDESTRIAN PUSHBUTTONS SHALL BE 2-INCH DIAMETER WITH A COMPANY REPRESENTATIVES. MAXIMUM FORCE OF 5 FOOT-POUNDS OF PRESSURE AND A MAXIMUM HEIGHT OF 42 0l a I INCHES PER ADA REQUIREMENTS. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE LEUCADIA �( "UNDERGROUND INSTALLATIONS". FOR LOCATION OF ELECTRICAL T BLVD.- z° ' 7. GALVANIZED CIRCULAR ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE i I' s., P STANDARDS. SAN DIEGO GAS & ELECTRIC COMPANY. 1y\Yq TELEPHONE: (800) 422-4133 w 1 r c� `� `( 8. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3-INCH CONDUIT INSTALLED TO p` THE ADJACENT NO. 5 PULL BOX. B. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. ENCINITAS 9. THE TRAFFIC SIGNAL CONTRACTOR IS RESPONSIBLE FOR THE LAYOUT AND INSTALLATION S21 ' OF LOOP DETECTORS, TRAFFIC STRIPING, PAVEMENT MARKINGS, PARKING REMOVAL AND TELEPHONE: (619) 546-3606 n 9 � TRAFFIC SIGNING (EXCEPT STREET NAME SIGNS) AS SHOWN ON THESE PLANS. PROJECT C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK �r-------..-_i___ _LOCATION j NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. I l CREST pg, . _ 9a. THE TRAFFIC SIGNAL CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE TRAFFIC I ` 4 NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN ENGINEERING DIVISION OF THE LOOP LOCATIONS PRIOR TO CUTTING AND THE STRIPING + t ! ! 6+�'Li t THE PROJECT AREA TELEPHONE: (760) 633-2709. i l�`9S PAVEMENT MARKINGS, PARKING REMOVAL AND SIGN LOCATIONS PRIOR TO PAINTING AND I SANTA FE W. '� INSTALLATION. /4' D. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK o 9b. THE TRAFFIC SIGNAL CONTRACTOR SHALL INSTALL PARKING REMOVAL WITH AGENCY NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. J Po q'`A APPROVAL SO THAT ADVANCE NOTICE TO ADJACENT PROPERTY OWNERS CAN BE MADE NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES of BY THE TRAFFIC ENGINEERING DIVISION. CONTACT COX CABLE TELEVISION COMPANY. 2'a S9 9c. THE TRAFFIC SIGNAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL TELEPHONE: (800) 422-4133 � BIRMINGHAM cail� ;f CONFLICTING STRIPING AND PAVEMENT MARKINGS BY SANDBLASTING. DRIVE id �yg 7. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC O _....__� P WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO Z 5 10. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION), �l,_ �10 SHALL BE BLANK DURING FLASHING OPERATION.� AND THE SPECIAL PROVISIONS FOR THIS PROJECT. VICINITY MAP 11. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE y SIGNING AND STRIPING CONTRACTOR. 8. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT-OF-WAY DESIGNATED TO BE REMOVED SHALL SAN BE SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE � "`"= 12. ALL SIGNAL AND PEDESTRIAN HEADS SHALL BE LED TYPE. PUBLIC RIGHT-OF-WAY DAMAGED BY THE CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY LUJ JO THE CONTRACTOR. LAG S21 9. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN SIGNING AND STRIPING NOTES : PLACE. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED WITHOUT PRIOR APPROVAL OF THE CITY. 1. INSTALLATION OF ALL STRIPING, SIGNS AND PAVEMENT MARKERS SHALL BE THE 10. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH IS DISTURBED RESPONSIBILITY OF THE CONTRACTOR. OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. A CORNER RECORD, CERTIFICATE OF COMPLIANCE OR RECORD OF SURVEY 2. ALL STRIPING AND SIGNING SHALL CONFORM TO THE MOST RECENT ADOPTED EDITION OF SHALL BE FILED AS REQUIRED BY THE LAND SURVEYOR'S ACT. THE CONTRACTOR SHALL FURNISH, THE FOLLOWING MANUALS: TO THE CITY OF ENCINITAS, PROOF OF RECORDING. A. MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) & MUTCD 11. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE CONSTRUCTED, CALIFORNIA SUPPLEMENTS CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. ABBREVIATIONS B. CALTRANS STANDARD SPECIFICATIONS 12. THE CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE A PRE-CONSTRUCTION MEETING C. CITY OF ENCINITAS STANDARD DRAWINGS AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE FOR SUCH A MEETING. CALL 760-633-2770 AC = ASPHALT CONCRETE BCR = BEGIN CURB RETURN 3. ALL SIGNING AND STRIPING SHALL BE INSTALLED WITH SQUARE PERFORATED STEEL 13. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE DURATION PVMT = PAVEMENT ECR = END CURB RETURN TUBING WITH BREAKAWAY BASE OF THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SECTION 7-8 PCC = PORTLAND CEMENT CONCRETE (72.89) = EXISTING ELEVATION OF THE STANDARD SPECIFICATIONS. LIP = GUTTER LIP PCR = POINT OF REVERSED CURVE X-GTR = CROSS GUTTER VE = RADIAL BEARING 4. ENGINEER OF WORK AND THE CITY ENGINEER PRIOR TO ANY CHANGES BEING MADE IN ANY DEVIATION FROM THE STRIPING AND SIGNING PLANS SHALL BE APPROVED BY THE 14. THE CONTRACTOR SHALL MAINTAIN A SET OF "AS-BUILT" DRAWINGS ON WHICH ALL CHANGES OR EP = EDGE OF PAVEMENT VERT. = VERTICAL THE FIELD VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE TO BE RECORDED. A COPY OF SAID "AS-BUILT" TC = TOP OF CURB HORIZ. = HORIZONTAL DRAWINGS SHALL BE PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED. FS = FINISHED SURFACE SDRSD = SAN DIEGO REGIONAL FL = FLOWLINE STANDARD DRAWINGS 5. ALL SIGNS SHOWN ON THE STRIPING AND SIGNING PLAN SHALL BE NEW SIGNS PROVIDED INV = PIPE INVERT EXIST. = EXISTING AND INSTALLED BY THE CONTRACTOR, EXCEPT FOR EXISTING SIGNS SPECIFICALLY 15. MATERIAL OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT-OF-WAY WITHOUT TB = TOP OF BERM READ. = REQUIRED INDI CATED TO BE RELOCATED OR TO REMAIN. APPROVAL BY THE CITY ENGINEER. BC = BEGIN CURVE PVC = POLYVINYL CHLORIDE PIPE 16. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR IS REQUIRED TO EC = END CURVE 6. ALL LIMIT LINE/STOP LINES, CROSSWALK LINES, PAVEMENT LEGENDS, AND ARROWS OBTAIN A PERMIT FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OF EXCAVATIONS POC = POINT ON CURVE (EXCEPT BIKE LANES) SHALL BE THERMOPLASTIC. WHICH ARE 5 FOOT OR DEEPER AND INTO WHICH A PERSON IS REQUIRED TO DECEND. GB = GRADE BREAK 7. CONTRACTOR SHALL NOTIFY CITY ENGINEER AT (760) 633-2705 A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO AND UPON COMPLETION OF STRIPING AND SIGNING. STORM WATER POLLUTION CONTROL NOTES : 1. CONTRACTOR SHALL ESTABLISH A CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, ASPHALT, ETC. INTO THE STORM WATER CONVEYANCE SYSTEM. 2. PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A NEAT AND CLEAN CONDITION, FREE OF LOOSE SOIL, CONSTRUCTION DEBRIS, AND TRASH. STREET SWEEPING OR OTHER EQUALLY EFFECTIVE MEANS SHALL BE USED TO CLEAN THE STREET EXCEPT FOR THE REMOVAL OF FINE MATERIALS NOT OTHERWISE DECLARATION OF RESPONSIBLE CHARGE REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. si I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS DUMPING OF UNUSED MATERIALS OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. �QOP� so � DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE B BUSINESS ANS PROFESSIONS CODE, AND THAT THE DESIGN IS 4. A GRAVEL BAG SILT BASIN OR TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN INLET TO PREVENT SEDIMENT FROM Exp. 03-31-118 CONSISTENT WITH CURRENT STANDARDS. ENTERING THE STORM DRAIN SYSTEM. �M`�EpQ�~ I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY REPONSIBLITIES FOR THE PROJECT DESIGN. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLAN PREPARED BY __..oES1 B? .___.___ _______o _BY__ ___._ _._.__.._._____ APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: CONCRETE STREET SURVEY WELL MONUMENT PLANS PREPARED UNDER SUPERVISION OF RECOMME APP � D TITLE SHEET FOR: HORIZONTAL N/A ^""'"° °E_'°" ' °°"=Ta°°T'°" LOCATION: C INTERSECTION 1 E.C.R. AND DATE: 0/2-/05r- A. BY: BY: EL CAMINO REAL AND CREST DRIVE 0062-SI E BLVD. AT STA 1+00 EC.R 5050 AWNDA EN W,SURE 260 LEROY D PETER COTA-ROBLES AND 283+56 ENC. BLVD. PER VERTICAL N A ■ ■ ■ cAmsBAO.cA�w� Kmo6 R.C.E. NO. 625b2 DATE. p a7 DATE: p Q L R.S. 1802-1 CONSULTING 76OA76PM •FM760A76P • wwwRBFe pq L. M34K P,E 3/31/08 O � WORK PROJECT NO. CMS 06B ELEVATION: 220.79 DATUM: U.S.C. & G.S. EXP. SHEET IA OF 3 CREST DRIVE I I ( I I I � ---, e � scaLE: l =201 ' 20 1 0 20 40 60 3 / 3 SCALE: 1"=20' - - - - - - --1ifW- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --R., ci 8 to CO j t, W c O O U U Lai ____ __- N W N -M n Op j t0 O j 04 z to � M M � � °mom + + g + `c'3U NFL O+ H D t0 D + H + F N � N C+V H FU- to t0 C�0 Nt' Z uj uj N pp pp O N N ^ Cq N H GD N OO N N t6 N = N EL CAMINO REAL 2 N N N N N N V1 N y pp N 4 �I J Wf� U 00 1 v to m N F Z a VI W Q Q ' - J .U.... J All °o $ ^ o ^ Oa 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 2 g 8 d -00 t\i td N M N M J N " w H � n M j N j N j N O Wp 0' _j 6 O ^ Q $ ^ tG N j W m U m O Nj W O W W FU- Q O CO U N 0] C9 j QG/ O O M ^ C-' U U 5 Z U ° I= 8 Oi 1 j N O] to O) d' U N CG O ° '� O ' $ ~ O ~ U j ' " j N W N N M N N d � j N j N N c N t°p 'n O j Q Ld O m •- COO O O+ + W U Um U H V j j N IA j U N 0 7 IY v + R ± N Q t0 N N M OOi O) pp Ofd l''A ' O Lo n 1M + 11A 00 N �-- tp 1- H r + N � p Nf O C O _N O h CIT C4 cn a Q Q ( -- -- -- — --- - -� �— - --- --- T_ C41 to y --- y N --,T._-- 07 - - - - - - -R/WV - - - - - - - -- -I - - - - - - -� I ' �.._ - - v -- - - --- - - - - — - - - - - - - - - - -- �N- - - DEMO NOTES: 1.5" GRIND AND OVERLAY REMOVE AND REGRADE AC PAVING PER PLAN. ( I II REMOVE t2" OF AC PAVING. D REMOVE EXISTING MEDIAN CURB, STAMPED ® ' CONCRETE, AND PORTION OF LANDSCAPING. CREST DRIVE CONSTRUCTION NOTES: 1 CONSTRUCT TYPE 'B-3' CURB PER SDRSD G-6. 2 INSTALL 4" STAMPED CONCRETE. MATCH EXISTING COLOR AND PATTERN. 3 CONSTRUCT CONCRETE APRON AND INSTALL TRUNCATED DOMES AT PEDESTRIAN RAMPS. 4 CONSTRUCT 6" CONCRETE MEDIAN SECTION WITH PEDESTRIAN RAMPS AND TRUNCATED DOMES. 10' 10' 8' 2' 5 REMOVE AND SALVAGE EX. TRAFFIC SIGN AND OBJECT MARKER. m 10' p 10'1 m «a 6 ADJUST TO GRADE. to a. a w + O w a a a c, + D. 17 -tn M to M u7 ,°� i� ® W i7 1°n c°n m ° m ° o i 0. I Alpo m0 (j�, m W J In 4. 1- a + W N � W + W + W W W W C7 x W W DATA TABLE ~ u ~ u W I- �N � ~ W * W II II 0.5 F II 1.5 WIDE ii BEARING/DELTA RADIUS LENGTH TANGENT J ~ F- EX. PAVEMENT U � U F- EX. PAVEMENT EX. PAVEMENT F STAMPED CONCRETE (TYP.) o 1% ~ VARIES 1 180-0050' 10.00 31.42 -- < 2 N00'O6'44 E -- 264.89' -- --------------- - ------------- ---- -- - - - -------- ---- -- -------------------- - ----------------------------------------- - ------- --------- -- ------------------------------ ------------------------------------ -- -------- ---- ATCH EX. SLOPE 3 173'12 02 2.25 6.80 37.87 --------------------------------°----'_"" - --------------------------- 4 06'54 36 500.00' 60.30 30.19 _ - ----------------------------------------------------- - - -- - - ---- - --- - -- - - ---- REMOVE ; Y" -_""--"-`--------------�---� --" FILL-IN AC PAVING ----------------------------------- - ------------------------------------ 5 NOOro6 44 E -- 65.39 -- -" 6 11'18 36 200.00 39.48 19.80 4" STAMPED CONCRETE TO CREATE POSITIVE SLOPE AC PAVING 7 N11'11'51"W -- 21.58' -- 4" STAMPED CONCRETE COLOR AND STYLE T 8 11018'360 200.00 39.48 19.80' COLOR AND STYLE TO MATCH EXISTING CONSTRUCT B-3 CURB TO (REMOVE EX. MED. CURBS ANDI 9 N00006 44 E -- 40.00 -- PREPARED SUBGRADE (90% COMPACTIO MATCH EXISTING EXISTING PAVEMENT SURFACE 10 180'00 00 1.00 LANDSCAPE AND IRRIGATION STAMPED CONCRETE 11 NOO'06 44 E -- 6.24' SECTION A PREPARED SUBGRADE (90x COMPACTIO SECTION B AREA PER SEPERATE1PLAN 12 60*56'20" 30.00' 31.91' 17.65' 13 60'56 09 5.00 5.32 2.94 N.T.S. * = 4" STAMPED CONCRETE TO MATCH EXISTING 14 N00'06'44E -- 10.00 -- N.T.S. 1� 15 N00'06 44 E -- 46.88 -- . I COLOR AND PATTERN 16 NOO'06 44 E -- 211.73 -- a11� SECTION C 17 NOO'06'44"E -- 211.73' -- P�J G N.T.S. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLAN PREPARED BY DESIGNED 9Y DRAM BY APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. s �4 DESCRIPTION: CONCRETE STREET SURVEY PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED MEDIAN IMPROVEMENT PLAN FOR: WELL MONUMENT ff 1 p gNNING ■ 6E91"N ■ CCNBTRU T10N / HORIZONTAL =2O LOCATION: CNC.IBLVD. AT STA01+00 E:R AND DATE: BY; BY. E � 62562 LEROY SODAS PETER COTA-R08LE5 EL CAMINO REAL AND CREST DRIVE 0062-SI AND 283+58 ENC. BLVD. PER VERTICAL N A ■ r ■ ���OM92M R.C.E. N0. R.S. 1802-1 CONSULTING 780AAMw -PAX 70■06Ap■- """IWR DAWN L. WILSON P.E. DATE: DATE: ELEVATION: 220.79 DATUM: U.S.C. & GS EXP, 3/31/08 WORK PROJECT N0. CMS 06B _� . 2 OF 3 CREST DRIVE I g I I � I I SCALE: 1„-20' 20 0 20 40 60 d 3 / \ 3 SCALE: 1 "=20' J - - - - - - -R/W- - - - - - - - — - - - - - - -�. - - - - - - - - - - - - - - - - - - -R/W - - — ........ ........._,_.a....... .,....._.. ,.,......,.,...,, p ` co 2 tai 2 L °O p0 O U O U U ^ _... 2_. __. . . -. W N m c0 M' 0�0 n 2 - 2. '� O 2 INA co ° D D m O ED 0) o o IA 0) 00 F- o O co 00 n � N O + N W - U ry 00 U ~ o ~o F- t-- ^ � ~ n tL N ED 0 N h f0 00 Z X No ELCAMINOREAL 2 aa ¢ o � N � a � a � 1 � mN -< o � N N Ln N N co N co 4 N wm r - 2 14 _ 16 - . \ 69 270 g 4 3 13 .2 6 h -;. LANDSCAPE AND .IRRIGATION' 273 S J J T�7? 10" ,y _ PER S&ERATE PLAN. — ° 00 M In ° 0 \ 11 8 0 ~ . . U 00 \ J f' 2 ~ 9 r 00 M N Dom' N M N rn N L` 15 17 ` \ O n N ^ 2 N 2 N 2 N L0 O O! D: C M ¢ 6 ^cr o Q I oo C> o m : N w m ( m o °o o °o M o 0! v 0a c) 5 ' M °• � rl N m _ m 2 N 00 O O O N °O O �..) I °O p� O_ N v 2 M N L(J 0D 00 O U 2 M — m r z N CO O ~ - 2 Q r 2 N N N N 0- H N 2 N N O— 00 ^ M L� LD Cr N C, U + + O 0 W U U U ¢ U co 2 N 2 U 04 V, h C" CD m 0+0 O 2 _ N V' C6 rl p+ O .;(�.t 00 N M N N Opt 0) 00 m CM N w Il M V N W W 00 ., OL N F co Q Q + N M M m Lo Q C] to o lo- co _ _._ ____ ._.._ _ _ N N N. d) C - _ - - Ln > N -Ic H ¢ .....,...,,. ._y,...�e_,.ti..,..v..�...m.>.-r .,„,s.,d., a a..�..,a._....A..,...n„m...::,. 1— ..................a.,........,...:.�.�.»,m ._,._.......,.:: ........®..,....., ..x.. ... ..-,....,,,.a.:.,,,...�,,.. ...__. ..,....<.. ..,e....,.....<..,.....�.a.,-,.. . . - -... .,..:w..,_..b.,.,...._a.. -m—..,...,.-,...,. ..=..mvm�:.......-. ;:..:x.,.. ....,...:.._...,:...:..,�...v,-,,..; :: ...�µ.`-m, ..m. .®s:._:�..,,. N. uj I 3 / 3 DEMO NOTES: 1 .5" GRIND AND OVERLAY REMOVE AND REGRADE AC PAVING PER PLAN. REMOVE t2" OF AC PAVING. D REMOVE EXISTING MEDIAN CURB, STAMPED ® ' CONCRETE, AND PORTION OF LANDSCAPING. CREST DRIVE CONSTRUCTION NOTES: O1 CONSTRUCT TYPE 'B-3' CURB PER SDRSD G-6. O2 INSTALL 4" STAMPED CONCRETE. MATCH EXISTING COLOR AND PATTERN. Q3 CONSTRUCT CONCRETE APRON AND INSTALL TRUNCATED DOMES AT PEDESTRIAN RAMPS. 4 CONSTRUCT 6" CONCRETE MEDIAN SECTION WITH PEDESTRIAN RAMPS AND TRUNCATED DOMES. 10' 10' 8' 2' 10' 1p't 55 REMOVE AND SALVAGE EX. TRAFFIC SIGN AND OBJECT MARKER. ° o 0 o © ADJUST TO GRADE. o ,°n I CD of 0 a a d i w of w w + a CL 0- P7 Lo C7. N M O L � M LL � mU m ° Om ® alb m ° m0 t + w t w + t Q w Li CL w a w CL w d r } r w } w F w * r DATA TABLE ~ w ~ w X W N U F- w W u 1 .5' WIDE u (�IQ BEARING/DELTA RADIUS LENGTH TANGENT J ~ w EX. PAVEMENT ° c.) EX. PAVEMENT EX. PAVEMENT J r STAMPED CONCRETE {TYP. ) 1% 1% VARIES - 1 180 000'00" 10.00' 31 .42' -- 2 N00°06'44"E -- 264.89' -- "__ �> > L .� - -- - ------- 3 173° 12'02" 2.25' 6.80' 37.87' -- "-""- -- "- -- ------------------------- ------------"----------"--- --- MATCH EX. SLOPE--------------------- -"------"---"-"----" ----"----"-- -- "-- - - -- --------------------- 4 O6°54'36" 500.00' 60.30' 30. 19' ----- - - -------------------------------------------------- 5 N00 006'44"E -- 65.39' -- ---------------------"---------------- --------- ____ ____ --- ---------------------------------------- -- "----- --- ---------------------- -------------------------------- -----------"------"----"--- " FILL-IN AC PAVING --" "--- REMOVE t2" 6 11° 18'36" 200.00' 39.48' 19.80' TO CREATE POSITIVE SLOPE INSTALL MOIS URE BARRIER AC PAVING 4" STAMPED CONCRETE 30" BELOW TC) (TYP. ) 7 N11° 11 '51 °W -- 21 .58' -- 4" STAMPED CONCRETE COLOR AND STYLE TO ( 8 11° 18'36" 200.00' 39.48' 19.80' COLOR AND STYLE TO MATCH EXISTING CONSTRUCT B-3 CURB TO REMOVE EX. MED. CURBS AND 9 NOO°06'44"E -- 40.00' -- PREPARED SUBGRADE (90% COMPACTION) MATCH EXISTING EXISTING PAVEMENT SURFACE LANDSCAPE AND IRRIGATION STAMPED CONCRETE 10 180 000'00" 1 .00' 3. 14' -- 11 N00006'44"E s.24' SECTION A PREPARED SUBGRADE (90% COMPACTION) SECTION B AREA PER SEPERATE PLAN -- -- 12 60°56'20" 30.00' 31 .91 ' 17.65' 13 60056'09" 5.00 5.32 2.94' N.T.S. * = 4" STAMPED CONCRETE TO MATCH EXISTING 14 N00 006 '44"E -- 10.00' -- N.T.S. Q COLOR AND PATTERN 15 Noo°06 '44"E -- 46.88' -- SECTION C 16 N00 006 '44"E -- 211 .73' -- Q1 17 N00 006 '44"E -- 211 .73' -- ` , N.T.S. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLAN PREPARED BY --- eY___-- I---------°RA -eY-- -=------ --- ------__ APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING N0. DESCRIPTION: CONCRETE STREET SURVEY WELL MONUMENT p"""G oES G" ■ �aN=r""�r,o" PLANS PREPARED UNDER SUPERVISION OF RECQM APP VE MEDIAN IMPROVEMENT PLAN FOR: LOCATION: CA INTERSECTION OF E.C.R. AND HORIZONTAL 1��=20' DATE �F h'O T BY: BY: ENC. BLVD. AT STA 1+00 E.C.R EL CAMINO REAL AND CREST DRIVE 0062-SI AND 283+56 ENC. BLVD. PER VERTICAL N/A • ■ ■ sowaverron'Claws,sAmus LEROY B D PETER COTA-ROBLES cnrdseno,ca'rorww szooe R.C.E. N0. 625b2 R.S. 1802-1 CONSULTING 760A76 MI -PAX 750.a76.9 • wwwA�F.. Da LWLSORPF_ DATE: 4 / o DATE: Q//q/p � WORK PROJECT NO. CMS 06B ELEVATION: 220.79 DATUM: U.S.C. & G.S. EXP, 3131/08 SHEET 2 OF 3 POLE SCHEDULE STANDARD LUMIINNAAIR `PLACEMENT SIGNAL MOUNTING PED PUSH BUTTON IISNS •PHASE SEQUENCE DIAGRAM No TYPE HEIGHT SIG. M.A. LUM. M.A. B E C VEH MA PED PHASE POLE QUAD CONDUCTOR SCHEDULE �S (F'26-4-100 30' 40' 12' 250W - 14.2' 3' SV-1-T 2-MAS - - _ Crest Dr VEHICLE AND PEDESTRIAN } POLE OR CONDUIT RUN B 1-A 10' - - - - 15.4' 3' TV-1-T SP-1-T 4 S - NOT NOT , NOT I �� �- USED 8 USED USED AWG Q C 26-4-100 30' 40' 12' 250W – 15.4' 3' SV-1–T 2–MAS SP-1–T 4 S Crest Dr MOVEMENTS CIRCUIT Q ® 0 ® 0 • POTHOLE POLE LOCATIONS PRIOR TO ORDERING POLES. NEMA PHASE DESIGNATION 1 2 3 *4 5 6 7 8 _POLE – A – 1 1 * SEE POLE LOCATION DETAIL SEQUENCE WITH 3 CSC POLE - CALLS ON 1+6+OLA 2+6+OLA 8+OLA 4P POLE - C 1 1 1 1 1 1 kA l SIGN LEGEND ALL PHASES II F� ■ PHASE DIAGRAM FOR PHASING OPERATION AT EL CAMINO REAL AND SHOPPING 12 CSC CENTER ENTRANCE, SEE FILE NO. TS-050 FOR SIGNAL LAYOUT. EXISTING CURB AND GUTTER TOTAL CABLES – 3 CON 12 CON – 1 1 a 1 1 2 3 2 3 * = NEGATIVE OVERLAP PROPOSED STRIPING STOP R1 R R3-4 RIGHT #12 IISNS 2 2 2 2 (EXISTING) TURN R41 #10 LUMINAIRES 2 2 2 2 ONLY j EXISTING STRIPING SIGNAL INTERCONNECT CABLE 1 1 C LEFT NUMBER 1 1 1 1 1 NE WAY R6-1 0� R4-7 TURN R10-12A CONDUIT SIZE SIZE 3" 3" PM INSTALL PAVEMENT MARKING – TYPE AS YIELD CREST DRIVE NOTED ON PLAN SB REMOVE EXISTING STRIPING BY GRINDING. ALL DEBRIS TO BE REMOVED AT THE END MAST ARM MOUNTED SIGNS OF EACH WORK DAY, R41 IS "STOP" (TYP.) IS INSTALL SIGN – TYPE AS NOTED ON I PM I R3-18 CB PLAN CONNECT CONDUIT TO EXISTING PULL BOX EX. R1 PM 8" YELLOW' POLE – AQ EX. 2"C, SIC 2"C WITH SIC TO TRAFFIC CONTROLLER 4 SPRING RD. (SEEEDWG TS-062) O O 2 4 5 1 - - - - - - - W - - - - - - - - - - 2C, SIC 2#12 (IISNS) ------------------------- ----- --------------_-------- --- --------- ----- - EX. - - - - - - - - - - - - - CB TO EXISTING METER I OLA, 04i�.,, _ ...... :.. . ....... 5 5' S y , n SB � � � �— � — — — — — — — „ C: ,210 ,(LIGHTING) r 2 . , 6 PM 31 1 CB 14' 12" WHITE 14' 12' LA+PV — _ R4-71S 3 12' 3 0, R4-7g]\ R3-4 IS E L C A M I N 0 REAL TYPE IV(L) ARROW v 12 OLA+PV IS NP' i 12' PAINT MEDIAN NOSE YELLOW TYP. R10-120 PM "SIGNAL AHEAD" 4'-6" 12" WHITE PM �, e = 27F 2 — — + — 269 —."F. — 272 18' � 276 12' 12' H 12 8 WHITE PM I ., - - - - - - — - - .- - - - - - - - - - - - - A B _: SB PAINT MEDIAN NOSE YELLOW A .,,. . 1 1 IS 2 — 12" WHITE PM 5 4 14' 4' ' I 1 -.., .,._ F - ;1 i!4.. W41 IS 04P e f'ry_ fr i L II f C } EX. R1 I . x I IS R41 CONSTRUCTION NOTES 1❑ EXISTING 170 CONTROLLER WITH 233 LOCAL INTERSECTION CONTROL PROGRAM TO BE MODIFIED TO NEW CREST DRIVE SHOPPING CENTER PHASING PER PHASING DIAGRAM ON THIS SHEET. ® REMOVE AND SALVAGE EXISTING VEHICLE HEAD. INSTALL PROGRAMMED VISIBILITY (PV) HEAD. ® INSTALL MAST ARM MOUNTED SIGN. MOUNTING DETAIL ES-6T, DETAIL "U", STANDARD PLANS. SIGN TYPE EcR �V(, AS NOTED ON PLAN. SEE "MAST ARM MOUNTED SIGN" DETAIL THIS SHEET. IMPORTANT NOTICE c ® REMOVE EXISTING STREET LIGHT. E SECTION 4216-4217 OF THE GOVERNMENT POLE / �/► CODE REQUIRES A DIG ALERT IDENTIFICATION ►\t� ® INSTALL INTERNALLY ILLUMINATED DUAL FACE SIGN. SEE EQUIPMENT SCHEDULE FOR LEGEND. USE NUMBER BE ISSUED BEFORE A UPPER AND LOWER CASE LETTERS. "PERMIT TO EXCAVATE" WILL BE VALID. ® INSTALL TYPE I PEDESTRIAN BARRICADE PER STANDARD DETAIL ES-7P WITH R96B & R96C SIGN. FOR YOUR DIG ALERT ID NUMBER CALL \, UNDERGROUND SERVICE ALERT BcR TOLL FREE 1-800-227-2600 FACE OF CURB TWO WORKING DAYS BEFORE YOU DIG. �° �- POLE LOCATION DETAIL 20 O 20 IS 401"_20 s0 SCALE: 1"=20' n REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLAN PREPARED BY DESIGNED BY DRAWN BY APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING N0. 8-15-08: UPDATED PLAN PER DESCRIPTION: CONCRETE STREET SURVEY FIELD AS-BUILT, AND WELL MONUMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED TRAFFIC SIGNAL PLAN FOR: HORIZONTAL 1"°20' ■ 009.0N • CONSTRUCTION 0062-SI PERRY ELECTRIC MARKUP - d Z LOCATION: C CL INTERSECTION OF E.C.R. AND PFP�MNINS DATE, BY` BY` EL CAM1N0 REAL AND CREST DRIVE E C. BLVD. AT STA 1+00 E.C.R AND 283+56 ENC. BLVD. PER VERTICAL NSA ■ °0°DA�" 81°0 62562 ROBERT A. BLOUGH PETER COTA—ROBLES R.S. 1802-1 QAR�ICQNFMA■2001 R.C.E, N0. DATE: DATE: ®®��TS CONSULTING 700AM s -rAX70on■s■■. .w .ean DAWN L. WILSON, P.E. 3/31/08 . WORK PROJECT NO. CMS 06B ELEVATION: 220.79 DATUM: U.S.C. & G.S. EXP. SHEET 30F 3 I