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2003-7781 I (Plans)GENERAL NOTES• 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF- WAY. NO FEE WILL BE REQUIRED. 2 774E STRUCTURAL SECTIONS OF ALL PAVEMENT SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS PUBLIC ROAD STANDARDS R VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. J. ALL UNDERGROUND U77LI77ES WITHIN THE STREET RIGHT-OF­ WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 4. THE EXISTENCE AND LOCA77ON OF EXIS77NG UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF 174E AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO 07HER EXIS77NG FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, 174E CONTRACTOR IS REQUIRED TO TAKE PRECAU77ONARY MEASURES TO PR07ECT ANY EXIS77NG FACILITY SHOWN HEREON AND ANY 0774ER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS 5. LOCA77ON AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUC7ION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXIS77NG UNDERGROUND FACIL177ES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF AC77JAL LOCATION OF EXISTING FACILITIES 6. THE CONTRACTOR SHALL N077FY SAN DIEGO GAS AND ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS/HER WORK WITH COMPANY REPRESEN TA 77 VES. ALL ELECTRICAL AND GAS SERVCES WITHIN 774IS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCA77ON OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. TELEPHONE. (800) 422 -4133. 7 174E CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STAR77NG WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS/HER WORK WITH COMPANY REPRESENTATIVES ALL TELEPHONE SERVCES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE PACIFIC BELL. TELEPHONE.- (800) 422 -4133. 8. FOR POWER LOCATION OF CABLES AND APPURTENANCES CONTACT (800) 422 -1433. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR IN THIN EASEMENTS DEDICATED TO 774E CITY OF ENCINITAS CONTRACTOR TO PROVIDE "AS BUILT" DRAWINGS. 9. NO PAVNG SHALL BE DONE UN77L EXISTING POWER POLES ARE RELOCATED OUTSIDE THE AREAS TO BE PAVED. 10. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 11. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC770N (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO 174E STANDARD SPECIFICA77ONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION). 12 ALL LUMINAIRES SHALL PROVIDE TRUE 90' CUTOFF, AND ALLOW NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. 13. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUC7ION OUTSIDE THE PROJECT BOUNDARY. 14. IN ACCORDANCE WITH SECTION 23.24.370 (A) OF THE MUNICIPAL CODE, NO GRADING PERMIT SHALL BE ISSUED FOR WORK OCCURRING BETWEEN OCTOBER 1st OF ANY YEAR AND APRIL 15th OF THE FOLLOWING YEAR UNLESS THE PLANS FOR SUCH WORK INCLUDE DETAILS OF PR07FC77VE MEASURES, INCLUDING DESUIL77NG BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES, OR BOT-I, AS MAY BE DEEMED NECESSARY BY THE FIELD INSPECTOR TO PR07ECT 174E ADJOINING PUBLIC AND PRIVATE PROPERTY FROM DAMAGE BY EROSION, FLOODING, OR THE DEPOSITION OF MUD OR DEBRIS WHICH MAY ORIGINATE FROM THE SITE OR RESULT FROM SUCH GRADING OPERATIONS 15. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO 174E BEST OF OUR KNOWLEDGE THERE ARE NO EXIS77NG UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER. 16. 174E CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PR07ECT ANY EXISTING U77LI77ES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID U77LI77ES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTIL177ES AND NOTIFICATION OF COMMENCEMENT OF WORK. SEWERS - E. S D. (760) 633 -2770 GAS AND ELECTRIC - SOG &E (800) 422 -4133 WATER - 0. M. W. D. (760) 753 -1578 TELEPHONE - PAC BELL (760) 489 -3441 CABLE TV - COX CABLE (760) 943 -9000 UNDERGROUND SERVICE ALERT- (800) 422 -4133 17. CONTRACTOR SHALL N077FY 774E CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT (760) 633 -2770. 18. THE CONTRACTOR SHALL GIVE 24 HOURS N077CE ON CALLS FOR INSPECTION. (760) 633 -2770. ALL WORK PREFORMED W774OUT BENEFIT OF INSPEC77ON WILL BE SUBJECT TO REJECTION AND REMOVAL. DIAL TOLL FREE 1- 800 - 422 -4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA PLANS FOR THE IMPROVEMENT OF THE OF VULCAN AVENUE AND ENCINITAS LP COSTA AVE LEUCADIA W N G 7�1 a y � U OLIVENHAIN LEUCADIA BLVD RD. \ J w o \ NTAs X E Cn 000 SITE o \ ��G�NITAS BLVD o � Z waNITY MAP NOT TO SCALE EROSM CONTRa EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON S1 7E AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY OF ENCINITAS ENGINEER DUE TO ANY INCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT 774E CONCLUSION OF EACH WORK DAY. ALL REMOVABLE PR07FC77VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5 DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %. SILT AND 07HER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFEC77VE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, 774E SLOPES SHALL BE STABILIZED W1774 PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF 774E EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. HYDROMULCH ALL GRADED 2.1 SLOPES PER SPECIFICATIONS. -o INTERSECTION BOULEVARD TOIPOGRAWY, TOPOGRAPHY IS BY TOW2L INC., DATED 1116198, ADDITIONAL TOPOGRAPHY PROVIDED 8119102, SUPPLEMENTED BY A FIELD SURVEY PERFORMED ON 8116102 BY NOLTE AND ASSOCIATES EARNOWK, CUT = 0 C. Y. FILL = 100 C. Y. Val INDEX SHEET NO. DESCRIP77ON 1 777LE SHEET 2 DETAIL SHEET 3 ENCINITAS BOULEVARD IMPROVEMENT PLAN 4 VULCAN AVENUE IMPROVEMENT PLAN 5 SIGNING AND STRIPING PLAN 6 TRAFFIC SIGNAL PLAN KEY SCALE �1�a 00' I NM TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, AND THE FOLLOWING SPECIFICATIONS AND STANDARD DRAWINGS STANDARD SPECIFICATIONS 1. "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2000 EDITION). 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, " (1996 EDITION). 3. STATE OF CALIFORNIA STANDARD SPECIFICA77ONS -JULY 1992. STANDARD DRAWINGS 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -JULY 2000. 2. STATE OF CALIFORNIA STANDARD PLANS -JULY 1992. DESCRIPTION GRADING NO 7E&- EXISTING CONTOURS 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE GRADED SLOPES DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS, THE PROPOSED SPOT ELEVATIONS d SPECIAL PROVSIONS FOR THIS PROJECT, AND THE SAN DIEGO AREA EXIS77NG RIGHT -OF -WAY LINE REGIONAL STANDARD DRAWINGS ANY CHANGES OR RE9SIONS THEREFROM STORM DRAIN (PIPE TYPE AND SIZE PER PLAN) D -60 SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST G -7 & G -9 PCC CURB TO MATCH EXISTING FOR INSPECTION. 6" PCC CURB & GUTTER 2 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO G -5 5" AC PAVEMENT OVER 15" BASE PR07ECT ADJACENT PROPER77ES DURING GRADING OPERATIONS. ANYTHING TYPE B PEDESTRIAN RAMP G -27 DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION with the performance of work on this project excepting liability arising from the sole negligence of design EXIS77NG PRIOR TO GRADING. 1. J. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH E N G I N E E R I N G professional. MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND EXP: 12 -31 -06 REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 4. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL 858.385.0500 TEL 858.385.0400 FAX WWW.NOLTE.COM SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE 2. DATE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND APPROVALS HEALTH STANDARDS, LAWS AND REGULATIONS DATE 5. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE J. SHEET NUMBER OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5. JO P.M. AND 7.•30 A.M. NOR ENCINITAS FIRE PROTECTION DISTRICT ON SATURDAYS SUNDAYS AND CITY RECOGNIZED HOLIDAYS 4 6. PRIOR TO HAULING DIRT OR CONSTRUC7ION MATERIALS TO ANY PROPOSED CONSTRUCTION SI7F WITHIN THIS PROJECT THE CONTRACTOR SHALL SUBMIT TO AND RECEIVE APPROVAL FROM 774E CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE 5. LOCATION: IN TOP OF CONC. ABUTMENT AT THE N.E. CORNER OF RR BRIDGE NO. CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. ENGINEERING DEPARTMENT 7. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER ]HEIR DIRECTION. 774EY SHALL INTERSECTION OF ENCINITAS BOULEVARD AND VULCAN CMS03E TITLE SHEET AVENUE SD0945 OBSERVE AND TEST THE EXCAVATION PLACEMENT AND 6 COMPACTION OF FILLS AND BACKFILLS AND COMPAC7ON OF TRENCHES. THEY SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS THEY SHALL STATE 7 THAT OBSERVA77ONS AND TESTS WERE MADE BY THEM OR UNDER ]HEIR SUPERVISION AND 774A IN THEIR OPINION, ALL EMBANKMENTS AND EXCAVA77ONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVA77ONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 8 8. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVDE POS177VE DRAINAGE AND PREVENT PONDING OF WATER. THEY SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPER77ES OR TO FINISHED WORK ON THE SI7F AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UN77L SUCH 77ME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 9• 9. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE Wl7H THE SPECIFICATIONS ALL VEGETABLE MATTER AND OBJEC77ONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE 774E CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH THE APPROVED SOILS REPORT. 10. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SM007H SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVA77ONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDI770N. ALL STONES, ROOTS, AND 07HER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE W17H THE GRADING ORDINANCE. 11. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE S17E BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGH7LY DEBRIS. APPROVAL OF LOCA77ON OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. LP COSTA AVE LEUCADIA W N G 7�1 a y � U OLIVENHAIN LEUCADIA BLVD RD. \ J w o \ NTAs X E Cn 000 SITE o \ ��G�NITAS BLVD o � Z waNITY MAP NOT TO SCALE EROSM CONTRa EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON S1 7E AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY OF ENCINITAS ENGINEER DUE TO ANY INCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT 774E CONCLUSION OF EACH WORK DAY. ALL REMOVABLE PR07FC77VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5 DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %. SILT AND 07HER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFEC77VE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, 774E SLOPES SHALL BE STABILIZED W1774 PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF 774E EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. HYDROMULCH ALL GRADED 2.1 SLOPES PER SPECIFICATIONS. -o INTERSECTION BOULEVARD TOIPOGRAWY, TOPOGRAPHY IS BY TOW2L INC., DATED 1116198, ADDITIONAL TOPOGRAPHY PROVIDED 8119102, SUPPLEMENTED BY A FIELD SURVEY PERFORMED ON 8116102 BY NOLTE AND ASSOCIATES EARNOWK, CUT = 0 C. Y. FILL = 100 C. Y. Val INDEX SHEET NO. DESCRIP77ON 1 777LE SHEET 2 DETAIL SHEET 3 ENCINITAS BOULEVARD IMPROVEMENT PLAN 4 VULCAN AVENUE IMPROVEMENT PLAN 5 SIGNING AND STRIPING PLAN 6 TRAFFIC SIGNAL PLAN KEY SCALE �1�a 00' I NM TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, AND THE FOLLOWING SPECIFICATIONS AND STANDARD DRAWINGS STANDARD SPECIFICATIONS 1. "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2000 EDITION). 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, " (1996 EDITION). 3. STATE OF CALIFORNIA STANDARD SPECIFICA77ONS -JULY 1992. STANDARD DRAWINGS 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -JULY 2000. 2. STATE OF CALIFORNIA STANDARD PLANS -JULY 1992. DESCRIPTION SID DWG EXISTING CONTOURS PLANS PREPARED UNDER SUPERVISION OF PROPOSED CONTOURS GRADED SLOPES California COUnCII PROPOSED SPOT ELEVATIONS d DAYLIGHT LINE EXIS77NG RIGHT -OF -WAY LINE of Civil Engineers STORM DRAIN (PIPE TYPE AND SIZE PER PLAN) D -60 4" PCC SIDEWALK G -7 & G -9 PCC CURB TO MATCH EXISTING G -1 6" PCC CURB & GUTTER G -2 6" AC BERM G -5 5" AC PAVEMENT OVER 15" BASE SEE GEN. NOTE 2 TYPE B PEDESTRIAN RAMP G -27 KE EQUAL) RETAINING WALL (SEE SHEET 2) 3" PERFORATED PVC PIPE SIDEWALK UNDERDRAIN PIPE D -27 CURB OUTLET D -25 PIPE COLLAR D -62 12" PVC SLEEVE EXIST CABLE TELEVISION LINE EXIST WATER LINE EXIST SEWER LINE EXIST ELECTRICAL EXIST TELEPHONE EXIST GAS MAIN EXIST STORM DRAIN 69/,Sl I�1� 7r�w - So- - - -So_ 655 /!l�_ k - CTV ---- -- _ W S E - TL G - --= SD =.-� DECLARATIAN OF RESPONSIBLE QHARG'E I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SEC77ON 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. 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 RESPONSIBIL177ES FOR PROJECT DESIGN. NOLTE AND ASSOCIATES INC. PRO��A1c 15090 AVENUE OF SCIENCE, SUI7F 101 SAN DIEGO, CA 92128 �! 858.385.0500 TEL 858.385.0400 FAX Z * Eq 112/31,0 �� OF CI NORMAN L. SAKARA RCE 46166 DATE EXP 12131106 Construction contractor agrees that in accordance with generally accepted construction practices PLANS PREPARED UNDER SUPERVISION OF construction contractor will be required assume sole and complete responsibility for job site conditions during the California COUnCII d course of construction of the project including safety of all persons and property that this requirement shall be of Civil Engineers DATE: �� made to apply continuously and not be limited to normal working hours and construction contractor further agrees 46166 to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection & Land Surveyors - R.C.E. NO: with the performance of work on this project excepting liability arising from the sole negligence of design NORMAN L. SAKARA B E YON o E N G I N E E R I N G professional. EXP: 12 -31 -06 15090 AVENUE OF SCIENCE, SUITE 101 SAN DIEGO, CA. 92128 858.385.0500 TEL 858.385.0400 FAX WWW.NOLTE.COM REVISIONS BY DATE BENCH MARK APPROVALS RECOMMENDED BY DATE APPROVED Y DATE CITY OF ENCINITAS COMMUNITY SERVICES DEPARTMENT SHEET NUMBER DESCRIPTION: BRASS DISK STAMPED "OC 140 1968' ENCINITAS FIRE PROTECTION DISTRICT I Z PLANS FOR THE IMPROVEMENT OF LOCATION: IN TOP OF CONC. ABUTMENT AT THE N.E. CORNER OF RR BRIDGE NO. ENGINEERING DEPARTMENT l Z O INTERSECTION OF ENCINITAS BOULEVARD AND VULCAN CMS03E TITLE SHEET AVENUE SD0945 OF 6 SHEETS A -23 -283 OVER ENCINITAS BOULEVARD. RECORDED FROM: ELEVATION: 77.438 DATUM: MSL NAVD29 JOB NUMBER 7781 -I i� �o i� v O z w z 0 a Ali 07 G 1 In 00 M ry 00 07 00 v 10 DEMOLITION NOTES O PCC CURB AND GUTTER ® PCC SIDEWALK O5 PCC CURB, GUTTER AND PEDESTRIAN RAMP © AC PAVEMENT 0 CONCRETE PAVEMENT 0 TRAFFIC SIGN 10 CURB INLET 11 STORM DRAIN CLEANOUT 12 STORM DRAIN PIPE N CURB DATA N0. BEARING RADIUS DISTANCE REMARKS flC22BEARING N0630 27 W 12 HDPE 25.00' TYPE G CURB AND GUTTER I 23.16' N0558' 31'W 40.56' TYPE G CURB AND GUTTER 9270'09° 30.00' 48.26' TYPE 'G' CURB AND GUTTER STORM DRAIN DATA N0. BEARING DISTANCEI REMARKS N6473 45 W 18.93 12 HDPE SD21 N647345'W I 23.16' 1 18" RCP EASEMENT DATA Qj AN EASEMENT FOR A PIPE LINE OR PIPES LINES AND INCIDENTAL PURPOSES IN FAVOR OF SAN DIEGUITO IRRIGA77ON DISTRICT, RECORDED DECEMBER 20, 1951 IN BOOK 4325, PAGE 434 OF OFFICIAL RECORDS Q AN EASEMENT FOR A PIPE LINE OR PIPES LINES AND INCIDENTAL PURPOSES IN FAVOR OF SAN DIEGUITO IRRIGA77ON DISTRICT, RECORDED MAY 14, 1952 IN BOOK 4467, PAGE 562 OF OFFICIAL RECORDS AN EASEMENT AND RIGHT OF WAY FOR PUBLIC ROAD PURPOSES OVER AND ACROSS ROAD SURVEY NO. 458 ACCORDING TO MAP ON FILE THE Q OFFICE OF THE COUNTY SURVEYOR AND AS GRANTED TO THE COUNTY O QROFESS/ OF SAN DIEGO BY DEED RECORDED MAY 14, 1930 IN BOOK 1778, PAGE d S �Fti 134 OF DEEDS Z No. 46166 Emp. 1 # 2/31/06 ftmmm" z �q CIV% OF CAI l\ GRAPHIC SCALE PLANS PREPARED UNDER SUPERVISION OF 0' 70' 20' 30' 40' 60' 80' DATE: 46166 SCALE I " =20' R.C.E. N0: BEYOND ENGINEERING NORMAN L. SAKARA EXP: 12 -31 -06 15090 AVENUE OF SCIENCE, SUITE 101 SAN DIEGO, CA. 92128 858.385.0500 TEL 858.385.04001" WWW.NOLTE.COM REVISIONS BY DATE BENCH MARK APPROVALS RECOMMENDED BY DATE APPROVED BY DATE CITY OF ENCINITAS COMMUNITY SERVICES DEPARTMENT SHEET NUMBER DESCRIPTION: BRASS DISK STAMPED "OC 140 1568' ENCINITAS FIRE PROTECTION DISTRICT PLANS FOR THE IMPROVEMENT OF LOCATION: IN TOP OF CONC. ABUTMENT ENGINEERING DEPARTMENT AT THE N.E. CORNER OF RR BRIDGE NO. INTERSECTION OF OF 6 SHEETS RECORDED FROM: -23 -283 OVER ENCINITAS BOULEVARD. ENCINITAS BOULEVARD AND VULCAN AVENUE JOB NUMBER ELEVATION: 77.438 DATUM: MSL N VD29 CMS03E VULCAN AVE 8+72.78 TO 4 +38.34 SD0945 7781 -I r3 w 0 O I OD Z M W Z OD 1n O Z Lu L J LLI o � Z W a- ry1 r J i Z- t n 1" 0 �4 t m 0 E v 0 c r 0 D z m �C m z c m UZI 0 0 ❑fI ENCINITAS BOULEVARD 50.00' SIGNING AND STRIPING LEGEND Ol BIKE LANE PAVEMENT LINE PER CAL7RANS STANDARDS PLANS DWG. NO. A20D DETAIL 39 2O BIKE LANE ARROW PAVEMENT MARKING PER CAL TRANS STANDARDS PLANS DWG. N0. A24C O3 BIKE" °LANE" PAVEMENT MARKINGS PER CAL TRANS STANDARD PLANS DWG. NO. A24D ® "BIKE LANE" SIGN PER CAL TRANS REGULATORY SIGN R81 O CROSSWALK PAVEMENT MARKINGS PER CAL7RANS STANDARD PLANS DWG. NO. A24E © TYPE IV(R) ARROW PAVEMENT MARKING PER CAL TRANS STANDARD PLANS DWG. NO. A24A O7 RIGHT LANE TURNS RIGHT AHEAD" SIGN PER CAL7RANS WARNING SIGN W7JA ® RIGHT LANE MUST TURN RIGHT' SIGN PER CAL7RANS REGULATORY SIGN R18 O9 REMOVE POR77ON OF PAVEMENT MARKINGS (SEE NO IF 4) RELOCATED TRAFFIC SIGN a STRIPING AND SIGNING GENERAL NOTES 1. INSTALLATION OF ALL STRIPING, SIGNS PAVEMENT MARKERS SHALL BE 7HE RESPONSIBILITY OF THE CONTRACTOR. 2 ALL STRIPING AND SIGNING SHALL CONFORM TO THE MOST RECENT ADOP7FD ED177ON OF THE FOLLOWING MANUALS.• CAL IRA NS TRAFFIC MANUAL CAL7RANS STANDARD SPECIFICA77ONS J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE CITY ENGINEER PRIOR TO INSTALLA7ON AND /OR REMOVAL. 4. CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPING, PAVEMENT MARKINGS AND LEGENDS BY SANDBLAS77NG AND /OR GRINDING. ANY DEBRIS SHALL BE PROMP7LY REMOVED BY 7HE CON7RACTOR. 5. SIGN POSTS SHALL BE INSTALLED W17H SQUARE PERFORA7FD STEEL TUBING W17H BREAKAWAY BASE PER CITY OF SAN DIEGO STANDARD DRAWINGS, DRAWINGS NUMBER M -45. 6. ANY DEWA77ON FROM THE STRIPING AND SIGNING PLANS SHALL BE APPROVED BY THE ENGINEER OR WORK AND THE CITY ENGINEER PRIOR TO ANY CHANGED BEING MADE IN THE FIELD. 7. ALL SIGNS SHOWN ON 7HE S7RIPING AND SIGNING PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR, EXCEPT FOR EXIS77NG SIGNS SPECIFICALLY INDICATED TO BE RELOCATED OR TO REMAIN. 8. ALL LIMIT LINES /STOP LINES, CROSSWALK LINES, PAVEMENT LEGENDS, AND ARROWS (EXCEPT WI7HIN BIKE LANES) SHALL BE 7HERMOPLAS77C. 9. CON IRA CTOR SHALL NO77FY CITY TRAFFIC ENGINEER AT (760) 633 -2705 A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO AND UPON COMPLE77ON OF S7RIPING AND SIGNING i N I GRAPHIC SCALE 0 10' 20' JO' 40' 60' SCALD 80' No "IN �1. € -- PLANS PREPARED UNDER SUPERVISION OF 7_28_p3 E i i J DATE: �bf NOOM R.C.E. N0: 46166 y NORMAN L. SAKARA 12 -31 -06 ■ E Y O N 0 15090 AVENUE OF SCIENCE, E N G I N E E R I N G SUITE 101 SAN DIEGO, CA. 92128 EXP: 858.385.0500 TEL 858.385.0400 FAX W W W.NOLTEXOM REVISIONS BY DATE BENCH MARK APPROVALS RECOMMENDED BY DATE APPROVED BY DATE CITY OF ENCINITAS COMMUNITY SERVICES DEPARTMENT SHEET NUMBER DESCRIPTION: BRASS DISK STAMPED "OC 140 8" ENCINITAS FIRE PROTECTION DISTRICT PLANS FOR THE IMPROVEMENT OF LOCATION: IN TOP OF CONC. ABUTMENT AT THE N.E. CORNER OF RR BRIDGE NO. ENGINEERING DEPARTMENT INTERSECTION OF ENCINITAS BOULEVARD AND VULCAN CMS03E SIGNING AND STRIPING PLAN AVENUE SD0945 OF 6 SHEETS -283 OVER ENCINITAS BOULEVARD. RECORDED FRO23 M: ELEVATION: 77.438 DATUM: MSL NAVD29 JOB NUMBER 7781 -I I I I PHASE DIAGRAM AL . M. ��- NOT FIL'LD TT " COArAl ION 1 (�) ✓ 2 U USEDI 2 6 ✓ 2 L 02P 3 f I19 1 2 3 4 T5-9 & f0 5 NOT .18 L CJ I 8 ✓ 7 U USED 7 8 J 7 L 77-3 If 4 06P 2 12 a T2 -5 or 6 9 5 6 7 8 EMERGENCY OPERATION - FLASH ALL PHASES RED or/9 T3 -f&2 11 4 I89 T4 -9&10 12 4 16 L T4 —ff a f2 13 4 I Y U X —f If 2 D� SV -1 -T SP -1 -T z I U) �� 2 •' © fflprprprprprprpr PPB 4 112 L T8-5 & C191f 6 PPB 8 IM9 • PPB 8 ��� T8 -8 If COM 9 A RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS EVA 1, 6 ✓ M U ?5 -5 & Cl7Y 6 EVB 8 J M U ?5 -8 & CVJf 9 EVC 2.5 MMWArlArGArlAr 29-4 & C90116 EVD 4 1 Jr 13 L I ?5 -7 of COY 9 PENN MEET SCHEDULED 7ES77NG AND TURN -ON DATES B©©©©©mn 11. 774E SHOWN LOCATION OF ALL EXIS77NG UNDERGROUND U77LI77ES 1S APPROX/MA7F THE CON7RACTOR SHALL BE �/ RESPONSIBLE FOR LOCA77NG THE SUBSTRUCTURES, WHETHER 3'C REMOVE AND SALVAGE POLE 70 B' ❑ Naumann 1 SHOWN HEREIN OR NOT, AND PR07EC77NG 7HEM FROM DAMAGE. G G G THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID 3 3 3 15" VCP 3 S _ S Bevan CITY, ABANDONS COAVO b' REUSE - - ©B© DIG FOUNDA77ONS UN77L CLEAR OF SUBSTRUCTURES, IF - Nauman REQUIRED. TO PR07ECT U77LI77ES, PHONE "UNDERGROUND PED HEADS AND SIGNAL HEADS ❑ 1 -A (EXIST) NONE - Bnneea©© - TV -1 -T SP -1 -T 8 W - - EXIST. MEME RAISE 70 GRADE ON PLAN wwwwwwwa 26 -4 -80 45' 15' 25OW 2 MAS SV-1 -T SP -1 -T 8 MEME aeo© 10' 9.5' NEW INST. EYPES ©BB© Benaeean REJIIOW AND SALVAGE POLE 70 CITY, ABANDONS CaNDIffM REUSE ©©©©©na© FED HEADS AND SIGNAL HEADS ❑E 1 -A - - - - •- 50-1 -T a000 N - - ©Bao 6 IGH EVE � ❑F r - 20' 00000eeo 25OW MAS SV -1 -T - - - - m •a r ao INST. SMMM © ©� - ©ao - - SV -1 -T SP -2 -T 214 S/E - - EXIST. EXIST NO MODIFICA77ON PHASE DIAGRAM AL . M. ��- NOT FIL'LD TT " COArAl ION 1 (�) ✓ 2 U USEDI 2 6 ✓ 2 L 02P 3 f I19 1 2 3 4 T5-9 & f0 5 NOT .18 L CJ I 8 ✓ 7 U USED 7 8 J 7 L 77-3 If 4 06P 2 12 a T2 -5 or 6 9 5 6 7 8 EMERGENCY OPERATION - FLASH ALL PHASES RED E. V.P.E. DETECTOR MOUNTING DETAIL ❑ EVAE. DE7ECTOR im APPROACHING OP7ICOM VEHICLES ATTACH OPIICOM UNIT F_ MASTARM 107H MINI -BRACS OR EQUAL SIGNAL MAST ARM SHOWN ON PLANS STAINLESS S7EEL BAND DETECTOR ASSIGNMENTS AL . M. nj SLOT FIL'LD TT " COArAl ION 1 6 ✓ 2 U T3-5 If 6 2 6 ✓ 2 L T3 -7 & 8 3 f I19 T2 -f&2 4 8 fey T5-9 & f0 5 8 .18 L T5—ff & f2 6 8 ✓ 7 U 77-f et 2 7 8 J 7 L 77-3 If 4 8 2 12 a T2 -5 or 6 9 2 12L T2 -7 &8 10 5 or/9 T3 -f&2 11 4 I89 T4 -9&10 12 4 16 L T4 —ff a f2 13 4 I Y U X —f If 2 D� SV -1 -T SP -1 -T z I U) PPB 2 1129 T8-4 If CVO( 6 PPB 4 112 L T8-5 & C191f 6 PPB 8 IM9 T8- 7&CVAf9 PPB 8 I M L T8 -8 If COM 9 RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS EVA 1, 6 ✓ M U ?5 -5 & Cl7Y 6 EVB 8 J M U ?5 -8 & CVJf 9 EVC 2.5 J M L 29-4 & C90116 EVD 4 1 Jr 13 L I ?5 -7 of COY 9 EXIST CONDUIT - 80 ± EXIST 1'C o STANDARD nj SIGNAL WMATING PP2D Pg L'RVPL' c� PUCIr"hT 1?8AIAR/Y5' TYPO' y'1`rT ' j> VLXICLB' P.#II o ` 4Y/AD PXASr ' g = GLASS LENSES ALL VEHICLE SIGNAL SECTION HOUSINGS, 5' 15' SCALE 1`_- 20' z I J(IN VISORS, AND BACKPLATES SHALL BE METAL. NEW PULLBOX SEE (�IVERAL g NO7E NO. 3 (T)P) r- 6. C Cr 11 J f1 1 ❑ U 1 w w SV -1 -T SP -2 -T 416 EIS 01,06 ❑ �I I I �'ll',f � n ❑B x I 20' 15' 25OW D� SV -1 -T SP -1 -T z I U) S o Encinitas Blvd Cc)- 7' MEW PACE: INST. EYAES SK,yVS �WI 0 9. El I ®v z Q� � 9V I POWER SO RCE PP 21956 I R/W EXIST 1 112 "C 3-3'C EXIST CONTR LLER /S EXIST 2 "C :s 20'x14' ENCINITASPCC ARCH C NOTE.• PROPOSED CONSTRUCTON SHOWN DARK EXIS77NG CONSTRUCTION SHOWN LIGHT OR DASHED R/W POLE AND EQUIPMENT SCHEDULE STANDARD Ay/I" SIGNAL WMATING PP2D Pg L'RVPL' IISNS INSTALL ALL NEW PER PUCIr"hT 1?8AIAR/Y5' TYPO' y'1`rT ' BPS VLXICLB' P.#II PARS 4Y/AD PXASr A g GLASS LENSES ALL VEHICLE SIGNAL SECTION HOUSINGS, 5' 15' SCALE 1`_- 20' SIG J(IN VISORS, AND BACKPLATES SHALL BE METAL. NEW PULLBOX SEE (�IVERAL NO7E NO. 3 (T)P) a cA7/avS 6. PEDESTRIAN INDICATIONS SHALL BE TYPE "G ". Cr ❑A EXIS77NG 35' 15' 25OW MAS SV -1 -T SP -2 -T 416 EIS 01,06 Vulcan Are EXIST. EXIST. INSTALL EWE & SIGNS ONLY ❑B 17 -2-80 20' 15' 25OW MAS SV -1 -T SP -1 -T 6 S ,08 04 Encinitas Blvd 10' 7' MEW PACE: INST. EYAES SK,yVS 9. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLA77ON GUIDELINE ONLY. IT SHALL BE THE CONTRACTORS - - -- - - - ® IOOf EXIST 'C RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS AND R 16HT 7URN HEAD FER REQUIRED FOR THE INTENDED OPERA 770N. 10. CONTRACTOR TO COORDINATE SERVICE START -UP WITH SDG&E TO G G DETAIL ABOVE G MEET SCHEDULED 7ES77NG AND TURN -ON DATES f,� 11. 774E SHOWN LOCATION OF ALL EXIS77NG UNDERGROUND U77LI77ES 1S APPROX/MA7F THE CON7RACTOR SHALL BE �/ RESPONSIBLE FOR LOCA77NG THE SUBSTRUCTURES, WHETHER 3'C REMOVE AND SALVAGE POLE 70 B' ❑ I 1 SHOWN HEREIN OR NOT, AND PR07EC77NG 7HEM FROM DAMAGE. G G G THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID 3 3 3 15" VCP 3 S _ S CITY, ABANDONS COAVO b' REUSE - - DIG FOUNDA77ONS UN77L CLEAR OF SUBSTRUCTURES, IF - - - - - REQUIRED. TO PR07ECT U77LI77ES, PHONE "UNDERGROUND PED HEADS AND SIGNAL HEADS ❑ 1 -A (EXIST) - - - - TV -1 -T SP -1 -T 8 W - - EXIST. EXIST RAISE 70 GRADE ON PLAN ❑ 26 -4 -80 45' 15' 25OW 2 MAS SV-1 -T SP -1 -T 8 W Vulcan Ave 10' 9.5' NEW INST. EYPES D' REJIIOW AND SALVAGE POLE 70 CITY, ABANDONS CaNDIffM REUSE FED HEADS AND SIGNAL HEADS ❑E 1 -A - - - - SV -2 -T 50-1 -T 2 N - - 12' 6 IGH EVE � ❑F EXIS77NG 20' 15' 25OW MAS SV -1 -T - - - - Encinitas Blvd EXIST. EXIST INST. SMMM G 1 -A (EXIST) - - - - SV -1 -T SP -2 -T 214 S/E - - EXIST. EXIST NO MODIFICA77ON REVISIONS BY DATE BENCH MARK DESCRIPTION: BRASS DISK STAMPED "( LOCATION: IN TOP OF CONC. ABUD AT THE N.E. CORNER OF A -23 -283 OVER ENCINII RECORDED FROM: ELEVATION: 77.438 DATUM: ®� C _ – — \ 2- C� SID D �A n ABANDON EXIST 2 "C � a i .1 41 T - 7_ Gc PP uN G X 81 � U N I w W I II 11 1� 4 I II U N � U ILl< h1 4 i °I c� 04 \ n C� ,14 — s n W 14 'AC T h-02 04 1 � I� i� D c� Zj 11 I I QI I I � jj II >� II f II I II I� DISC NNEC AT P. II I } i y 4� APPROVALS RECOMMENDED BY ENCINITAS FIRE PROTECTION DISTRICT GENERAL NOTES 1. ALL WORK, MATERIAL, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA DEPARTMENT OF 7RANSPORTA77ON STANDARD PLANS AND STANDARD SPECIFICA77ONS DA7ED JULY 1992 AND 7HE SPECIAL PROVISIONS FOR THIS PROJECT. N 2. LOOP DE7ECTORS SHALL BE 6' X 6' CEN7ERED IN LANE SPACED 10' APART IN DIREC77ON OF 7RAVEL UNLESS OTHERWISE SHOWN ALL LOOP DETECTORS, EXCEPT LIMIT LINE LOOPS, SHALL BE TYPE "B" INSTALLARONS. LIMIT LINE LOOPS SHALL BE TYPE "D" CONFIGURATION. LOOP WIRE SHALL BY TYPE 72; AND'LOOP DETECTOR LEAD -IN CABLE (DLC) SHALL BE TYPE "B ". ALL NECESSARY STRIPING SHALL BE LOCATED PRIOR TO POS1770NING OF DETECTORS I -�iCFL 31C I M 2'C �W j� o � � v I J 1 v �OO oq v N 6! 5_� S f CONSTRUC77ON N07ES INSTALL MODEL 521 E. VAE DETECTOR 7' FROM END OF MAST ARM. ❑2 INSTALL R733 NO U-TURN. L ❑3 INSTALL R73 -2 TRAFFIC SIGN ON SIGNAL MAST ARM ® INSTALL R73 LEFT 7URN HELD aN YM LEGEND © EAIS77NG PULLBOX p NEW PULLBOX SEE GENERAL N07E NO. 3 10' 12" WH17E (TYP.) 0 5' MIN. a B CROSSWALK TO BE LOCATED IN FIELD, APPROVED BY 7HE ENGINEER ABD DISTANCES o RECORDED BEFORE CUT77NG TYPE "E" PCR LOOPS LOOP FACE OF CURB DETECTORS DETEC OR LOOP AND CROSSWALK DETAIL NOT TO SCALE 10' 12" WHITE (TYP.) A 5' MIN. B CURB = PCR \+ POLE PLACEMENT DETAIL NOT TO SCALE NA K� I� �8 1 �o QFtOFLSS /p S'�Fyc 0 NEW LLBOX SEES z Na 48188 �> PLANS PREPARED UNDER SUPERVISION OF 7407E 740. 3 4< EW, 1W3+/01 * DATE: 1 Z g�3 LLI (� sr Crv1� s R.C.E. No: 46166 000 No= q7`. -OF Cp,UF� BEYOND ENGINEERING �`� ,C NORMAN L. SAKARA EXP: 12 -31 -06 15090 AVENUE OF SCIENCE, SUITE 101 SAN DIEGO, CA. 92128 s�qq 858.385.0500 TEL 858.385.0400 FAX WWW.NOLTE.00M V! O DATE APPROVED BY DATE CITY OF ENCINITAS COMMUNITY SERVICES DEPARTMENT SHEET NUMBER LU Z w LU Lu PLANS FOR THE IMPROVEMENT OF 6 i3 O �' INTERSECTION OF L1 0- ENCINITAS BOULEVARD AND VULCAN AVENUE of 6 SHEETS TRAFFIC 81 ©NAL MODIFICATION PLAN JOB NUMBER CMS03E SD0945 7781 -I J. ALL PULL BOXES SHALL BE NO. 5 UNLESS 07HERNSE N07ED. 4. LUMINARIES SHALL BE FULL CUT -OFF WITH TYPE IV PHOTO ELECTRONIC UNIT. GRAPHIC SCALE 0' 10' 20' 30' 40' 60' 80' 5. ALL NEW VEHICLE HEADS SHALL HAVE BACKPLATES AND 12" GLASS LENSES ALL VEHICLE SIGNAL SECTION HOUSINGS, 5' 15' SCALE 1`_- 20' VISORS, AND BACKPLATES SHALL BE METAL. NEW PULLBOX SEE (�IVERAL NO7E NO. 3 (T)P) 6. PEDESTRIAN INDICATIONS SHALL BE TYPE "G ". Cr ,, PULL BOX IO> 3E ICEMAVED 7. PEDESTRIAN PUSH BUTTON SIZE AND MOUNTING HEIGHT SHALL CONFORM TO 774E AMERICANS WITH DISABIL177ES ACT, ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILIT7ES." GNAL POLf /62.78 / 8. ALL SIGNAL POLE STANDARDS SHALL HAVE ANCHOR BOLT -W TL/Ua*K, SEE'ZaCNERAL DISCONNECT AT P.B. COVERS V32 OTE NO. �F) 9. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLA77ON GUIDELINE ONLY. IT SHALL BE THE CONTRACTORS - - -- - - - ® IOOf EXIST 'C RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERA 770N. 10. CONTRACTOR TO COORDINATE SERVICE START -UP WITH SDG&E TO G G G MEET SCHEDULED 7ES77NG AND TURN -ON DATES f,� 11. 774E SHOWN LOCATION OF ALL EXIS77NG UNDERGROUND U77LI77ES 1S APPROX/MA7F THE CON7RACTOR SHALL BE �/ RESPONSIBLE FOR LOCA77NG THE SUBSTRUCTURES, WHETHER 3'C I 1 SHOWN HEREIN OR NOT, AND PR07EC77NG 7HEM FROM DAMAGE. G G G THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID 3 3 3 15" VCP 3 S _ S SUBSTRUCTURES SHALL BE BORNE BY THE CONTRACTOR. HAND - - DIG FOUNDA77ONS UN77L CLEAR OF SUBSTRUCTURES, IF - - - - - REQUIRED. TO PR07ECT U77LI77ES, PHONE "UNDERGROUND SERVCE ALERT" AT (800) 422 -4133 PRIOR TO CONS7RUC77ON. � — B�TJCEVARD - 747 I -�iCFL 31C I M 2'C �W j� o � � v I J 1 v �OO oq v N 6! 5_� S f CONSTRUC77ON N07ES INSTALL MODEL 521 E. VAE DETECTOR 7' FROM END OF MAST ARM. ❑2 INSTALL R733 NO U-TURN. L ❑3 INSTALL R73 -2 TRAFFIC SIGN ON SIGNAL MAST ARM ® INSTALL R73 LEFT 7URN HELD aN YM LEGEND © EAIS77NG PULLBOX p NEW PULLBOX SEE GENERAL N07E NO. 3 10' 12" WH17E (TYP.) 0 5' MIN. a B CROSSWALK TO BE LOCATED IN FIELD, APPROVED BY 7HE ENGINEER ABD DISTANCES o RECORDED BEFORE CUT77NG TYPE "E" PCR LOOPS LOOP FACE OF CURB DETECTORS DETEC OR LOOP AND CROSSWALK DETAIL NOT TO SCALE 10' 12" WHITE (TYP.) A 5' MIN. B CURB = PCR \+ POLE PLACEMENT DETAIL NOT TO SCALE NA K� I� �8 1 �o QFtOFLSS /p S'�Fyc 0 NEW LLBOX SEES z Na 48188 �> PLANS PREPARED UNDER SUPERVISION OF 7407E 740. 3 4< EW, 1W3+/01 * DATE: 1 Z g�3 LLI (� sr Crv1� s R.C.E. No: 46166 000 No= q7`. -OF Cp,UF� BEYOND ENGINEERING �`� ,C NORMAN L. SAKARA EXP: 12 -31 -06 15090 AVENUE OF SCIENCE, SUITE 101 SAN DIEGO, CA. 92128 s�qq 858.385.0500 TEL 858.385.0400 FAX WWW.NOLTE.00M V! O DATE APPROVED BY DATE CITY OF ENCINITAS COMMUNITY SERVICES DEPARTMENT SHEET NUMBER LU Z w LU Lu PLANS FOR THE IMPROVEMENT OF 6 i3 O �' INTERSECTION OF L1 0- ENCINITAS BOULEVARD AND VULCAN AVENUE of 6 SHEETS TRAFFIC 81 ©NAL MODIFICATION PLAN JOB NUMBER CMS03E SD0945 7781 -I