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8251WORK TO BE DONE A. GENERAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOST RECENT EDITION), THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (MOST RECENT EDITION). ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 3. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTION REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO THE SATISFACTION OF THE ENGINEER AT NO COST TO THE CITY. 4. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHIG"i IS DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REESTABLISHED AND REPLACED BY A STATE OF CALIFORNIA REGISTERED CIVIL ENGINEER OR A STATE OF CALIFORNIA LICENSED LAND SURVEYOR TO THE SATISFACTION OF THE ENGINEER AND AT NO COST TO THE CITY. 5. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 6. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 4:00 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 7. THE STRUCTURAL SECTION OF ALL RESURFACING SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS ENGINEERING STANDARDS, AS SHOWN ON THESE PLANS, AND AS APPROVED BY THE CITY ENGINEER. 8. APPROVAL OF THESE IMPROVEMENT PLANS DOES NOT CONSTITUTE APPROVAL OF ANY WORK OUTSIDE THE PROJECT BOUNDARY 9. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED, AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER, AND PAVING. 10. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM A BASE UTILITY MAP AND A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITIES SHOWN HEREON AND OTHERS WHICH ARE NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 11. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS (POTHOLING) AND LOCATE ALL EXISTING UNDERGROUND FACILITIES IN THE PROJECT AREA SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 12. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL, COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 800 - 422 -4133 (DIG ALERT) B. THE CONTRACTOR SHALL NOTIFY THE AT &T COMMUNICATIONS COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 619 - 546 -3606 C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK NEAR COMPANY, FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1 -760- 633 -2709 D. THE CONTRACTOR SHALL NOTIFY THE COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 800 - 422 -4133 (DIG ALERT) E. THE CONTRACTOR SHALL NOTIFY THE SAN ELIJO JPA COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES (RECLAIMED WATER) AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 760 - 753 -6203 (EXT. 32) 13. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN PLACE AND THAT ARE NOT CALLED OUT TO BE REMOVED ON THESE PLANS. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED PRIOR TO APPROVAL OF THE CITY. 14. EXCEPT WHEN WORK IS BEING DONE ON DRIVEWAYS, THE CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE DRIVEWAYS AT ALL TIMES. 15. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY DESIGNATED TO BE REMOVED SHALL BE SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT OF WAY, THAT ARE NOT DESIGNATED TO BE REMOVED, THAT ARE DAMAGED DURING CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE CITY. 16. THE CONTRACTOR SHALL NOTIFY IN WRITING AND OBTAIN APPROVAL OF THE CITY ENGINEER OF WORK PRIOR TO MAKING CHANGES IN THE FIELD. 17. NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES IN CASE OF CONFLICT. 18. THE CONTRACTOR SHALL MAINTAIN AN UP TO DATE SET OF AS -BUILT DRAWINGS ON WHICH ALL CHANGES OR VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE RECORDED. A COPY OF SAID AS -BUILT DRAWINGS SHALL BE PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED. 19. MATERIAL OF DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT OF WAY WITHOUT APPROVAL BY THE CITY ENGINEER. 20. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR IS REQUIRED TO 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 DESCEND. B. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS ENCINITAS SANITARY DIVISION B. GAS & ELECTRIC SAN DIEGO GAS & ELECTRIC C. WATER - SAN DIEGUITO WATER DISTRICT (800)422 -4133 DIG ALERT D. TELEPHONE - AT &T E. CABLE TV - COX CABLE F. RECLAIMED WATER - SAN ELIJO JPA 2. THE CONTRACTOR SHALL GIVE 48 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (1 -800- 422 -4133) NOT LESS THAN TWO (2) WORKING DAYS PRIOR TO CONDUCTING ANY EXCAVATION WORK ON THIS PROJECT. THIS REQUIREMENT SHALL EXTEND TO EXCAVATION WORK CONDUCTED WITHIN THE PUBLIC RIGHT -OF -WAY AND EXCAVATION WORK CONDUCTED ON PRIVATE PROPERTY. PROJECT PLANS FOR THE IMPROVEMENT OF SANTA FE DRIVE NORTH SIDEWALK CITY OF ENCINITAS WORK TO BE DONE (SPECIFICATIONS &STD DWG) THE IMPROVEMENTS CONSISTS OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, AND THE FOLLOWING SPECIFICATIONS AND STANDARD DRAWINGS. STANDARD SPECLFICAIIONS 1. GREENBOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOST RECENT EDITION) 2. STATE OF CALIFORNIA STANDARD SPECIFICATIONS - MOST RECENT EDITION. 3. CALIFORNIA DEPARTMENT OF TRANSPORTATION, MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" (MOST RECENT EDITION). STANDARD DRAWWGS 1. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS - MOST RECENT EDITION. 2. STATE OF CALIFORNIA STANDARD PLANS - MOST RECENT EDITION. C. GRADING 1. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SMALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 2. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE 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 92 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER, AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 3. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER 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 WITH THE GRADING ORDINANCE. 4. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED AND HAULED OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS ALL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 5. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE DURATION OF THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SECTION 7 -8 OF THE STANDARD SPECIFICATIONS. D. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHIELDS AT (760) 633 -2778. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. CONTRACTOR SHALL PROVIDE A 24 -HOUR TELEPHONE NUMBER AND NAME OF PERSON RESPONSIBLE FOR EMERGENCY WORK. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN FOR EROSION CONTROL SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE EROSION CONTROL DEVICES AS NECESSARY. 8. ALL EROSION CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ONSITE AND TO SAFELY DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL BE INSTALLED WHEN THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. 9. TEMPORARY EROSION CONTROL DEVICES WHICH INTERFERE WITH WORK SHALL BE RELOCATED OR MODIFIED AS THE WORK PROGRESSES AS RECOMMENDED BY THE ENGINEER OF WORK AND AS APPROVED BY THE CITY ENGINEER. 10. EROSION CONTROL SYSTEMS SHALL BE SERVICED AND MAINTAINED TO PROVIDE CONTINUOUS CAPACITY AND ADEQUACY TO FUNCTION AS DESIGNED. AFTER PRECIPITATION EXCEEDING ONE - QUARTER (1/4) INCH IN ANY 12 -HOUR PERIOD OR UPON THE DIRECTION OF THE CITY ENGINEER, SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS. I I I I Ij I �z SEE SHEET 3 14 SEE SHEET 4 Io WI Flo ik i I -- - _ ? -_ 1k.. _. T_- I I� U KEY MAP NO SCALE SHEET INDEX SHEET 1 - TITLE SHEET /SHEET INDEX SHEET 2 - NOTES, DETAILS SHEET 3 - SANTA FE DRIVE (STA. 5 +75 TO 9 +00) SHEET 4 - SANTA FE DRIVE (STA. 9 +00 TO 14 +00) SHEET 5 - STREET SECTIONS SHEET 6 - STREET SECTIONS SHEET 7 - SIGNING & STRIPING PLAN SHEET 8 - SIGNAL MODIFICATIONS SHEET 9 - SIGNAL MODIFICATIONS SHEET 10 - STREET LIGHTING SHEET 11 - STREET LIGHTING NOTE TO CONTRACTOR THE LOCATIONS AND SIZES OF THE EXISTING UTILITIES SHOWN HEREON HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR THE BENEFIT OF THE CONTRACTOR. ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY TO TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL UNDERGROUND AND OVERHEAD STRUCTURES WHETHER SHOWN OR NOT ON THESE DRAWINGS. D. EROSION CONTROL CONT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS INTO AREAS WHERE IMPOUND WATER CREATES A HAZARDOUS CONDITION. NECESSARY PRECAUTIONS MAY INCLUDE, BUT NOT BE LIMITED TO, APPROPRIATE PERIMETER FENCING OR A 24 -HOUR GUARD PREVENTING UNAUTHORIZED PERSONS FROM ENTERING THE BASINS. 12. 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 STREETS EXCEPT FOR THE REMOVAL OF FINE MATERIAL NOT OTHERWISE REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS. 13. STANDBY CREWS SHALL BE ALERTED BY THE CONTRACTOR FOR EMERGENCY WORK DURING RAINSTORMS. 14. GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. A STANDBY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. 15. ALL UTILITY TRENCHES SHALL BE BACK FILLED WITHIN 24 HOURS AND MUST BE BACK FILLED BEFORE THE END OF WORK DAY IF A 40 PERCENT, OR GREATER, CHANGE OF RAIN IS PREDICTED. 16. A GRAVEL BAG SILT BASIN OR TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. VICINITY MAP NO SCALE SPECIAL CONDITIONS 1. THE CITY OF ENCINITAS WILL NOT USE FUNDS FROM THIS PROJECT FOR UTILITY WORK OR RELOCATION. THE UTILITY POLES IN THE PROJECT AREA ARE BEING REMOVED AS A PART OF THE CITY OF ENCINITAS' ONGOING UNDERGROUNDING PROGRAM, SANTA FE DRIVE FROM 1 -5 TO EVERGREEN DRIVE, AND WILL BE REMOVED PRIOR TO THE CONSTRUCTION PHASE OF THIS PROJECT. 2. TRAFFIC CONTROL WILL INCLUDE UTILIZING THE STRIPED CENTER MEDIAN AREA TO KEEP ONE LANE OF TRAFFIC OPEN IN EACH DIRECTION AND TO KEEP A DESIGNATED AREA FOR PEDESTRIANS TO TRAVEL SAFELY THROUGH THE PROJECT. 3. ACCESS TO THE HOMES WILL BE MAINTAINED DURING CONSTRUCTION. WHEN THE DRIVEWAY APRON TO EACH HOME IS BEING RECONSTRUCTED, IT CAN BE CONSTRUCTED IN SEGMENTS SUCH THAT HALF OF IT IS CONSTRUCTED AT A TIME, ALLOWING ACCESS OVER THE OTHER PORTION OF THE DRIVEWAY WHILE THE CONCRETE SETS. LOCAL PARKING WILL BE AVAILABLE THROUGHOUT THE CONSTRUCTION PHASE. 4. THERE ARE SEVERAL SERVICE STATIONS AND WHERE PETROLEUM HYDROCARBONS HAVE BEEN INTRODUCED INTO THE SOIL AND GROUNDWATER ALONG SANTA FE DRIVE WITHIN THE PROJECT LOCATION. HOWEVER, THEY APPEAR EITHER NOT TO INTERFERE WITH THE PROPOSED CONSTRUCTION, OR HAVE BEEN PREVIOUSLY MITIGATED. THEREFORE THEY ARE CONSIDERED A LOW POTENTIAL WITH REGARD TO ENCOUNTERING HAZARDOUS WASTE ISSUE /MATERIALS ON THE PROJECT. 5. IF ROADWAY STRIPING OR PAVEMENT MARKING ARE PRESENT, REMOVED BY THEMSELVES WITHOUT ASPHALT, AND ARE LEAD BASED, THEY SHALL BE HANDLED BY QUALIFIED PERSONNEL, AND PROPERLY DISPOSED DURING CONSTRUCTION. 6. THOUGH THE POTENTIAL FOR ENCOUNTERING HAZARDOUS WASTE ISSUE /MATERIALS ARE LOW, PROPER PRECAUTIONS MUST BE TAKEN TO MINIMIZE WORKER EXPOSURE TO AND MITIGATE UNKNOWN HAZARDOUS WASTE ISSUE /MATERIALS, IF ENCOUNTERED. A SITE SAFETY PLAN SHALL BE PREPARED AND IMPLEMENTED PRIOR TO CONSTRUCTION ACTIVITIES WITHIN THE PROJECT BOUNDARIES TO MANAGE HEALTH AND SAFETY HAZARDOUS WASTE ISSUES TO THE WORKERS AND THE PUBLIC. A SITE SPECIFIC HAZARDOUS WASTE RELATED MANAGEMENT PLAN SHALL BE PREPARED THAT ADDRESSES THE POSSIBILITY OF ENCOUNTERING LOCALIZED AREAS CONTAINING ELEVATED CONTAMINANTS AND SHALL ADDRESS MONITORING OF EXCAVATED SOIL, COMMUNITY AND WORKER HEALTH AND SAFETY, SOIL HANDLING, STOCKPILING, CHARACTERIZATION, ONSITE REUSE, EXPORT, AND DISPOSAL PROTOCOL. 7. CARE SHOULD BE EXERCISED IN THE INSTALLATION OF ALL IMPROVEMENTS TO AVOID DAMAGE TO EXISTING VEGETATION AND IRRIGATION EQUIPMENT LOCATED ADJACENT TO THE PROJECT AREA. ALSO, THE CITY RIGHT -OF -WAY SHOULD NOT BE UTILIZED FOR PURPOSES OF MOBILIZATION OR CONSTRUCTION STAGING. IF THE PROPOSED SCOPE OF WORK IS REVISED, OR UNANTICIPATED IMPACTS OCCUR TO THE EXISTING VEGETATION AND /OR IRRIGATION IMPROVEMENTS, THE LOCAL AGENCY SHOULD BE NOTIFIED TO PROVIDE A REVIEW OF THE PROPOSED CHANGES AND INITIATE GUIDANCE FOR ANY RESULTING MODIFICATIONS. LEGEND SYMBOL PROPOSED CURB & GUTTER - - - - - - - - - - - - - PROPOSED CONCRETE SIDEWALK - - - L ` PROPOSED CONCRETE DRIVEWAY - - - - - - - - AaF' ' ' 1' ` '4 PROPOSED TYPE B STORM DRAIN INLET in PROPOSED 18" RCP STORM DRAIN - - - - - - - PROPOSED SAWCUT LINE PROPOSED AC OVERLAY PROPOSED RELOCATED WATER METER wm PROPOSED PLANTER AREA - - - - - - - - - - - - - - - PA PROPOSED PVC SLEEVE, SIZE /QTY /PVC SCH. PER PLAN ======= PROPOSED RECLAIMED WATER METER - - - - - - - - - - - - - - - - - - - - - 0 RWM SAN DIEGUITO WATER DISTRICT SAN ELIJO JOINT POWERS AUTHORITY a r Z Underground Service Alert NO. 71461 Dig Alert EXP. 12 -31 -15 ,pA9TF I A FO��\P CALL TOLL L FREE F C APPROVE BY DATE APPROVED BY DATE sw roc wva � sw aR REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY i DRAWN BY II CHECKED BY APPROVALS CITY OF ENCINITAS L NGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR VE TITLE SHEET FOR: SEE SHEET 2 HORIZONTAL NONE DATE: :; /2014 - IMPROVEMENT PLANS SANTA FE DRIVE NORTH SIDEWALK 0098 -SI ° VERTICAL NONE � ,J� R.C.E. NO. 71461 BY: BY: ��• DATE: Z/LO IL011L DATE: EXP. 12/31/2015 WORK PROJECT NO. CS078 HSIPL 5446 018 R.C.E. NO.: 46x71 R.C.E. NO.: 51274 ( ) SHEET 1 OF 11 0 lk WORK TO BE DONE (CONY.) E. IMPROVEMENTS 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY AT NO COST TO THE CONTRACTOR. 2. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY AT NO COST TO THE CONTRACTOR. 3. ALL UNDERGROUND UTILITIES WITHIN THE RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 5. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE REMOVED FROM WITHIN THE AREAS TO BE PAVED. F. IMPROVEMENTS 1. THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES AS APPROVED BY THE CITY ENGINEER, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. 2. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONUMENTATION AND /OR ANY BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION SET BY A STALE OF CALIFORNIA LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE STALE OF CALIFORNIA LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER, AS REQUIRED BY THE LAND SURVEYORS ACT. 4. THE LOCATION OF EXISTING BUILDINGS SHOWN ON THESE PLANS ARE APPROXIMATE. 5. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE AND LOCALE ALL EXISTING SUBSURFACE UTILITIES, PRIOR TO THE START OF DEMOLITION OR CONSTRUCTION. ANY EXISTING UTILITIES THAT REQUIRE REMOVAL OR RELOCATION SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY AGENCY PRIOR TO THE BEGINNING OF CONSTRUCTION. IF DURING POTHOLING THE CONTRACTOR DISCOVERS A POTENTIAL CONFLICT BETWEEN PROPOSED UTILITIES AND EXISTING UTILITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY. THE CONTRACTOR SHALL ALLOW AMPLE TIME FOR REVISIONS TO BE MADE TO THE PLANS TO AVOID CONFLICTS PRIOR TO THE START OF UTILITY INSTALLATION. 6. THE CONTRACTOR SHALL REQUEST MARKOUT OF EXISTING UNDERGROUND UTILITIES BY CALLING THE LISTED REGIONAL NOTIFICATION CENTER FOR AN INQUIRY IDENTIFICATION NUMBER, AT LEAST (2) DAYS PRIOR TO START OF ANY CONSTRUCTION. TRAFFIC CONTROL NOTES 1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 7 -10 OF THE STANDARD SPECIFICATIONS, AND APPENDIX "A" OF THE SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS (MOST RECENT EDITION). 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN CONFORMANCE WITH APPENDIX "A" OF THE SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS AND THE APPROVED TRAFFIC CONTROL PLAN DURING THE WORKING HOURS OF 7:30 AM TO 4:00 PM, MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AUTHORIZED, NO WORK THAT OBSTRUCTS NORMAL TRAFFIC FLOW WILL BE ALLOWED DURING THE HOURS OF 4:00 PM TO 7:30 AM AND AT ALL TIMES SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS. THE PROJECT SPECIFICATIONS AND /OR CONDITIONS OF TRAFFIC CONTROL PLAN APPROVAL MAY FURTHER LIMIT WORKING HOURS. 3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 4. ALL TRAVEL LANES WILL BE A MINIMUM OF 12 -FEET WIDE UNLESS OTHERWISE SHOWN. 5. TRENCH PLATES TO BE PROVIDED WITH SKID RESISTANT SURFACE. 6. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF THE PROPOSED POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO COMMENCING WORK. THE PROJECT SPECIFICATIONS MAY CONTAIN ADDITIONAL NOTIFICATION REQUIREMENTS THAT SHALL SUPERSEDE THIS REQUIREMENT. 7. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES DURING PROJECT CONSTRUCTION. BASIS OF COORDINATES AND ELEVATIONS NAD 83 (1991.35 EPOCH) 1047 1048 CADT 11 -DC ENC -48 3 -1/2" CALTRANS ALUMINUM DISC STAMPED "STA. 2 -1/2" CITY OF ENCINITAS BRASS DISC STAMPED 11 -DC, 19931N THE SIDEWALK OVER THE SOUTHEAST "ENC 48 LS 7322" IN NORTHWEST CORNER OF CONC. END OF THE NORTHEAST ABUTMENT OF MACKINNON DROP INLET AT THE NORTHEAST RETURN INTO AVE. BRIDGE OVER INTERSTATE 5. SCRIPPS MEMORIAL HOSPITAL. N 1956319.791' N 1958415.809' E 6246846.538' E 6245055.513' ELEV. 231.691' (NAVD 88) EL. 173.376' (NAVD 88) RECORD OF SURVEY 18416 RECORD OF SURVEY 18416 CONSTRUCTION NOTES O1 DEMOLISH EXISTING IMPROVEMENTS O2 UTILITY POLE TO BE REMOVED. CITY UNDER GROUNDING PROJECT- NOT A PART O3 RELOCATE ®CONTRACTOR TO REMOVE FENCE AND REPLACE IN KIND ON PRIVATE PROPERTY. CONTRACTOR /CITY TO OBTAIN WRITTEN PERMISSION TO ENTER FROM PROPERTY OWNER ORELOCATE /ADJUST TO GRADE WATER METER PER "WAS" WS -03. CONTRACTOR TO RECONNECT CUSTOMER SIDE PLUMBING. © PROTECT IN PLACE EXISTING IMPROVEMENTS O7 PROPOSED STREET LIGHT PER LIGHTING PLAN. ® CONNECT TO EX. LANDSCAPE DRAIN AND DISCHARGE THROUGH CURB, SCH. 80 PVC O9 CONTRACTOR /CITY TO OBTAIN WRITTEN PERMISSION TO ENTER FROM PROPERTY OWNER. 10 ADJUST TO GRADE 11 INSTALL 3 -3" SCH 80 PVC SLEEVES, LENGTH PER PLAN 12 INSTALL 2" RECYCLED SERVICE WITH CATHODIC PROTECTION AS PER "WAS" WS -02, WC -17, INCLUDING METER BOX UP TO THE ANGLE STOP. 13 COLD PLANE EX. AC PAVEMENT AND OVERLAY TO REACH FINAL GRADES AS PER PLAN OSAWCUT, REMOVE EX. PAVEMENT, AND RECONSTRUCT 4" AC OVER 6" CLASS II BASE OVER 14 12" SUBGRADE SCARIFIED AND RECOMPACTED AT 95% RC 15 JOIN EXISTING PAVEMENT WITH GLASSGRID, OR EQUAL. 10' MIN COLD PLANE FOR SMOOTH TRANSITION, TYP. 16 CONSTRUCT CONCRETE SIDEWALK AS PER SDRSD G -7. FINISH AND INTEGRAL COLOR "SOUTHERN BLUSH" BY DAMS COLORS OAE, WITH RETARDANT FINISH BY RINCON OAE, ETCH CODE 3, OR AS REQUIRED BY THE ENGINEER. 17 REPLACE IMPACTED TRAFFIC LOOPS 0 CONSTRUCT CONCRETE DRIVEWAY APRON AS PER MODIFIED SDRSD G -14. FINISH AND 18 INTEGRAL COLOR TO MATCH SIDEWALK. CONTRACTOR TO INSTALL 41y2 SCH. 40 PVC H - C 2'l2" SGH• 140 PJC SLEEVES AT 18" DEPTH BENEATH EACH DRIVEWAY FOR IRRIGATION Y OTHERS. 19 GAS VALVE COVERS TO BE ADJUSTED TO GRADE BY S.D.G.& E., CONTRACTOR SHALL PLACE ID LOCATORS. QCONSTRUCT CURB AND GUTTER OVER 6" CLASS II BASE AS PER SDRSD G -2, COLOR STANDARD GRAY. 21 CONSTRUCT 6" CONCRETE CURB AS PER SDRSD G -1, COLOR AS PER SPECIFICATIONS. ®CONSTRUCT PEDESTRIAN RAMP AS PER SDRSD G -27 TYPE W. FINISH AND INTEGRAL COLOR TO MATCH SIDEWALK. © INSTALL 4 -2, SCH. 40 PVC SLEEVES AT 18" DEPTH. 4E1. 2')2 ScH.4o PvC ®REMOVE EXISTING AND INSTALL NEW AIR RELEASE AND AIR/VACUUM VALVE AS PER "WAS" WA -02. RECONNECT AIR RELEASE TO EXISTING LATERAL TO THE SATISFACTION OF THE SEJPA. CONTRACTOR TO COORDINATE SUBMITTALS AND WATER OUTAGES WITH SEJPA. 1 -1/2" COLD PLANE 1 -1 2 A.C. OVERLAY (TYPE III C2 -PG 64 -10) BOTH SIDES TRENCH WIDTH SEE SPECS. WHEN NEXT TO GUTTER, THEN TO LIP OF GUTTER COMPACTION. 3/4" MAX. CRUSHED ROCK 4" r 4" AC 8 " -12" TYP. BOTH SIDES III C2 -PG 64 -1 (EXCEPTING COVER REQ.) NOTE: FOR DEPTHS UP TO 5' NO TRENCH SUPPORT IS REQUIRED UNLESS WET, UNSTABLE, OR RUNNING SOIL IS ENCOUNTERED. FOR DEPTHS EXCEEDING 5', SHORING OR SOLID SHEATHING IS REQUIRED. WHERE WET, UNSTABLE, OR RUNNING SOIL IS ENCOUNTERED, SHORING OR SOLID SHEATHING IS REQUIRED TRENCH DETAIL - STORM DRAIN UNDER ASPHALT CONCRETE NO SCALE TO MEET ADJACENT GRADE, AS PER CITY ENGINEER. EXISTING GROUND R/W TC 2% PLANTER AREA, 30' MAPPED C/L 20' R/W 30' 1 EXIST. TC /TB /EP VARIES / MIN. 1.5" ------ /----- - -� - -- EXIST. ASPHALT PAVEMENT TYPICAL STREET SECTION - NONCONTIGUOUS SIDEWALK SANTA FE DRIVE LOOKING EAST STATION: 7 +00 TO 12 +50 NO SCALE DETAIL A- I SCALE 1" = 5' NOTE: CENTERLINES, RIGHT -OF -WAY LINES, PROPERTY LINES AND EASEMENT LINES SHOWN HEREON WERE ESTABLISHED FROM AVAILABLE RECORD MAPS AND ASSESSOR'S MAPS. NO TITLE REPORTS WERE REVIEWED FOR THIS PROJECT. SELECT RECORD MONUMENTS WERE TIED INTO THE PROJECT COORDINATE SYSTEM TO QofESS /pN ORIENTATE RECORD MAPS. BEARINGS AND DISTANCES TAKEN FROM THIS DRAWING REPRESENT A BEST FIT COMPILATION OF RECORD DATA. THESE CENTERLINES, RIGHT -OF -WAY LINES, PROPERTY LINES AND EASEMENT Underground Service Alert LINES ARE INTENDED TO BE USED FOR A GRAPHIC REPRESENTATION ONLY. _ Q z Dig Alert w W i �' C11L �Pq6 YW N0. 71461 D � NEXP. 12- 31 -15* CALL TOLL FREE �l9rE FICA 811 (0��\P Iwo xa�c wxe � smr me DESIGNED BY DRAWN BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE APPROVALS CI TY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. ' n e SEE ABOVE HORIZONTAL NONE VERTICAL NONE NONE c PLAN PREPARED UNDER SUPERVISION OF DATE: 2/20/2014 { R.C.E. N0. 71461 EXP. 12/31/2015 RECOMMENDED APPROVED r" f BY: _ DATE: 2/20/2014 DATE: 2/20/2014 R.C.E. NO.: 46x71 R.C.E. NO.: 51274 DETAIL SHEET FOR: SANTA FE DRIVE NORTH SIDEWALK IMPROVEMENT PLANS WORK PROJECT NO. CS07B HSIPL 5446 018 � ) 0098 -SI SHEET 2 OF 11 PROFILE SCALES VERT. 1"=4' HORIZ.1 " =20' PLAN HORIZ. 1"=20' C r 20' 0 20' 40' GRAPHIC SCALE 1 INCH = 20 FT. I REVISIONS I APPROVED I DATE � . o?0 � � PMP REFERENCES DATE BENCHMARK SEE SHEET 2 SCALE HORIZONTAL 1 " =20' VERTICAL 1 " =4' 5 +00 - m-c 7 +00 U CURB DATA TABLE NO. DELTA /BEARING RADIUS I LENGTH 1 6655'28" 6.00' 7.01' 2 N01'56'20 "E IMPROVEMENT PLANS 4.70' 3 91'57'03" 1 20.00' 32.10' 4 N89'59'17 "E 1 1 267.15' ULwIWvcu OT umm"11 or �nL�N�W DT APPROVALS no 9 +00 w z �� w �w o� 0 ow ow +UD 0 H U) NOTE: C_ J CONTRACTOR SHALL INSTALL 4— SCH. 40 Underground Service Alert PVC SLEEVES BENEATH ALL PROPOSED Dig Alert UTILITY CABINETS WITHIN PLANTER AREAS. e,T,, YOU M SLEEVES TO BE PLACED AT AN 18" DEPTH. CALL TOLL FREE 811 CITY OF EN CI Ind I TAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: DATE: 2/20/2014 i SANTA FE DRIVE NORTH SIDEWALK QO9 $- SI BY: BY: IMPROVEMENT PLANS R.C.E. N0. 71461 DATE: 2/20/2014 DATE: 2/20/2014 SHEET 3 OF 11 EXP. 12/31/2015 R.C.E. NO.: 48971 R.C.E. NO.: 51274 WORK PROJECT NO. CS07B HSIPL 5446 018 0 0 1 , I'dr -�. -- ZIA 'I 4 5 U I 14 10 +00 X - — —_- REVISIONS ss r N2J3.:,3, DETAIL 'A' 1 .2u SCALE: 1"=20' 658 -660 SANTA FE DR. I x x tLA. a _(UN °AVN Uk� I `. iFavd7) 11+00 O CURB DATA TABLE N0. DELTA BEARING RADIUS LENGTH 4 N89 °59'17 "E I i 267.15' 5 82°25'55" 20.00' P l 90 °43'53" ♦L� _ 31.67' f� N89'59'1 7"E LOCATION IN PLANTER 267.52' 8 87 °37'19" 20.00' 30.59' 9 NO2°21'58 "E w 17.13' 10 N01 °21'59 "E O W¢ O 32.86' 11 91'22'42" tJdl ttj 39.87' 12 M 6 EX WALL 10.00' 13 45°00'00" 5.00' 3.93' 14 L T'9 � 19.14' 15 45'00'00" 5.00' 3.93' 16 . �-- 26.90' w _ w } ,� � - - - - - x �c 19 O V1 ' - - _.zz_ -- O W i O Imo-. -, I�1 - �tl; R4 'tr?St'u 5`y ag \ia�`5U �" j.t'Y Ad YA `lF.� ' - .f...'t -� J NOTE: Z rt CONTRACTOR SHALL INSTALL 4—V SCH. 40 PVC SLEEVES BENEATH ALL PROPOSED UTILITY CABINETS WITHIN PLANTER AREAS. SLEEVES TO BE PLACED AT AN 18" DEPTH. REVISIONS ss r N2J3.:,3, DETAIL 'A' 1 .2u SCALE: 1"=20' 658 -660 SANTA FE DR. I x x tLA. a _(UN °AVN Uk� I `. iFavd7) 11+00 O CURB DATA TABLE N0. DELTA BEARING RADIUS LENGTH 4 N89 °59'17 "E I i 267.15' 5 82°25'55" 20.00' 28.77' 6 90 °43'53" 20.00' 31.67' 7 N89'59'1 7"E LOCATION IN PLANTER 267.52' 8 87 °37'19" 20.00' 30.59' 9 NO2°21'58 "E w 17.13' 10 N01 °21'59 "E O W¢ O 32.86' 11 91'22'42" 25.00' 39.87' 12 N89 °59'17 "E 6 EX WALL 10.00' 13 45°00'00" 5.00' 3.93' 14 L N44°59'17 "E � 19.14' 15 45'00'00" 5.00' 3.93' 16 N89°59'17 "E �-- 26.90' I 670 SANTA FE DR. 0 0 21- 04 20' 0 20' 40' I I I GRAPHIC SCALE 1 INCH = 20 FT. APPROVED DATE REFERENCES DATE BENCHMARK _=�H SEE SHEET 2 12 +00 t s zt2:.23'i2ilvl" N 3' <5 c°>I 2 2.15'FL CA I DETAIL 'B' i SCALE: 1"=20' -y' ; OF PVC SLEEVES WITH SWEEP \ � (U'vPA,VEDj I i } 20' 0 20' 40' I I I GRAPHIC SCALE 1 INCH = 20 FT. APPROVED DATE REFERENCES DATE BENCHMARK _=�H SEE SHEET 2 12 +00 t s zt2:.23'i2ilvl" N 3' <5 c°>I 2 2.15'FL CA I DETAIL 'B' i SCALE: 1"=20' -y' ; SCALE HORIZONTAL 1 " =20' VERTICAL 1 " =4' iC I / I I 6. 1-;;;L z ,�t (L i0 II" I I 13+00 I 1 LO +. . j d N k II, � i n '9 Z III Be I J a OF PVC SLEEVES WITH SWEEP \ 680 SANTA FE DR. U d } POTHOLE O LOCATE SDG &E 5,3�� w 692 SANTA FE DR. a PROPOSED AIR VAC. 00 Z w Z H LOCATION IN PLANTER In ¢ a LU Ld t U Q_ w � L X w w 0 z < m ¢ H w Z U) r � 0 o Zn K d O w 3 TRAFFIC S d O W¢ O SEE SIGNA _J O¢ wf/ 0 6 EX WALL 0 N w i x /n 6`d E 4 Z N + � m � \ ICI �� j ° d �. e0x._ t �-- w _ SCALE HORIZONTAL 1 " =20' VERTICAL 1 " =4' iC I / I I 6. 1-;;;L z ,�t (L i0 II" I I 13+00 I 1 LO +. . j d N k II, � i n '9 Z III Be I J a w U Z U d } POTHOLE O LOCATE SDG &E 5,3�� w ? of a OIN EX. 30 "RCP 00 Z w Z H U In ¢ a LU Ld t U Q_ w � L X w w 0 z < m ¢ H w Z U) r � 0 o Zn K d O w d d O W¢ O y w _J O¢ wf/ 0 I Em 14 +00 w 1� z r rn ?Z w K) W O '0J0 + Z rdi M m N CO T T rk __ r f 7 PiM , T tira AIR , dEN'5 � Vj °.WYE 5ti G DETAIL A -3 NO SCALE I Al r I ih h� u �II 3. li i., jl I yL i'uL y Underground Service Alert r. II I I SCALE: 1 " =20' I 11< Dig Alert j I CU BUM YOU m I CALL TOLL FREE 811 II III, I ; It2 ;I. vw mac DAB > = me DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: DATE: 2/20/2014 f - BY.� SANTA FE DRIVE NORTH SIDEWALK 0098 -SI BY. ... IMPROVEMENT PLANS R.C.E. NO. 71461 DATE: 2/20/2014 DATE: 2/20/2014 EXP. 12/31/2015 WORK PROJECT NO. CS07B HSIPL 5446 018 R.C.E. NO.: 48971 R.C.E. NO.: 51274 � ) SHEET 4 OF 11 21.76' pRO t 8 RCP POTHOLE O LOCATE SDG &E 5,3�� w AND OIN EX. 30 "RCP 00 W/ CONCRETE LUG. b s N N DETAIL A -2 vi ir Za 00 NO SCALE _J O¢ wf/ 0 N w J ww Ujm Z W Z N + ~ m 2 w O CO T T rk __ r f 7 PiM , T tira AIR , dEN'5 � Vj °.WYE 5ti G DETAIL A -3 NO SCALE I Al r I ih h� u �II 3. li i., jl I yL i'uL y Underground Service Alert r. II I I SCALE: 1 " =20' I 11< Dig Alert j I CU BUM YOU m I CALL TOLL FREE 811 II III, I ; It2 ;I. vw mac DAB > = me DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: DATE: 2/20/2014 f - BY.� SANTA FE DRIVE NORTH SIDEWALK 0098 -SI BY. ... IMPROVEMENT PLANS R.C.E. NO. 71461 DATE: 2/20/2014 DATE: 2/20/2014 EXP. 12/31/2015 WORK PROJECT NO. CS07B HSIPL 5446 018 R.C.E. NO.: 48971 R.C.E. NO.: 51274 � ) SHEET 4 OF 11 5 +00 6 +75 7 +75 ® DWY T - - - - 8 +50 i _ -- 204 - --�-- � - - - �. 204 208 $ � - - 208 21.2 - r 212 o z.o %S qq p�j I ( �� ( / I N 2'• 2. �' / /� % O� O W � N / / 212 - _ - -_ .-� ____- N - � _� .�-. - 212 � -_ -- (CONTIGUOUS SW) _ -_ 1 - -- � - 208 - 40 rc -20 0 -- - - -- 20 - m - 40 204 204 208 m 200 200 - - - -.. I, T 1 -40 -20 0 20 40 60 -40 -20 0 20 40 -40 -20 0 20 40 60 6 +50 8 +40 @ DWY o 4 +75 206 - - -- - - - -- - - - - - - -N 206 7 +55 ®DWY 212 - - -- -- - 212 204 -- - -- -- r- -- - -- - 204 ° w 2.6 .. 2.j% c - - M �{ N 2.0%3 -- I �I i I (CONTIGUOUS SW) 212 -- - - - 212 _40 - - -- -20 0 20 40 NN - - - -- - - - -- -- - _ r a I 204 - - - - -- -- -� -- -- - -- - - -- - 204 NI - Im /� I% oU - 1 m UJ a - -- _ I - __.._l -40 -20 0 20 40 60 o g� i \ 2001 _.'am _ » - - 200 28 i'v 2• % 1 N m Q 208 L o ,ss�I - J� -- - - -- -- 1 ,ss -- 8 +32 ® DWY -40 -20 0 20 40 50 6 +25 —40 —20 0 20 40 4 X F 206 J b j - 2VV 212 - W -N 212 Qqm r ° 26 � 2. % H 4 +50 -- — $ 208 .9 ry -= 7 +50 �I - -- 3 J 3.0 1. 65 - - 208 - - -- ml� � N 204 - - - - -- -� -_ 'c 204 212 212 -40 -20 0 20 40 20011 F -- a - 200 - 1 P c / " I r mm -40 -20 O 20 40 60 � _ 26 8 +25 206 208 1_196 � 1961 N -40 20 D 20 40 -40 -20 D 20 40 60 212 ___ LL 3\4N -26 _- __. -_. �__.__— - L- - _ W __ - -__ - 212 e — - -— - -- - - -T -- j mJm F 6 +00 F 1 1 X I J Ci J T 4 +25 W G Oi N N _ ---- - - - - -- z r v CROSS N -. ..... L__ WALK 200 ( -- - - - - - -- -- - 200 - -1- 208 m 1. ( ( c 2. N 2 g 1 -40 -20 0 20 - / 204 — ,max 1 - 204 7 +34 ® DWY K1 1 OJ / J K 3.07 F J X Ilm N n - - - _ _ m -40 -20 0 20 40 60 rc $ o $ 1 -.ern m ___. -_ ._.. -___-_ - -- -� 196 i < - N - 2. 2. % T - 208 ------ - -- -- 208 -40 -20 0 20 40 -40 -20 0 20 40 60 a 5 +75 7 +25 4 +00 ~ N Imi Hy N i H 4 V (f 4 - a 204 " - m n! __ - , 1 204 N _ 26 N 2. % _ _ _ 8+ 00 m oJ� v� �- -- co mm r - 2 - -- -- -- - - 20 - --- - - -- ----- -- 208 -1-Y. a < N O. - �" 1961& o - -- - .- .___- _.._.— _� I c z 31.._ - ' • 8 y mni _. -a.. m - - -- 196 1 ' 4� rc - _.� 212 - -- 212 -4D -2D D 2D 4D $ 2.611 N 2 % Lim i -40 -20 D 20 40 60 2DD - — - 200 -40 -20 0 20 40 60 1 208 -- - m - -- 266 -40 -20 0 20 40 3 +75 7 +23 ® DWY 196 -- - - - - - - -- -- �— 196 5 +50 - -- U J U 11//11 m FLL 6 - Z Z h n LL 28 - 1 208 il- %� N 1 1 208 1 m 2041 I ° '�z` 204 _ 192 - - - - - - .- ... - -- - - -- - - - -- - _. 192 ; - 1-' 1 J2) m -40 -20 0 20 40 60 1 ° a 5 c /I m _. ____ - Nm N / -40 -20 0 20 40 7 +95 ® DWY J K 2001 J- -_ - 200 212 - n - ° T - -1 212 3 +50 -40 -20 0 20 40 60 +n 00 R g Eyee Q � h •aai q�q T< iV O 2.8 N 2. % O _ - N N- - —_ —_ - ___� __ m � _ � � a 208 - L -- 208 0 0 ° 192 m m 1 m� 192 �3 208 ¢_ - —__�- - 208 - - - - m - -i- - -40 -20 0 20 40 5 +25 -40 -20 1 0 40 - - - - -- -' -40 -20 0 20 40 60 'I �d -- T- -- - z io n 6 0 m1 1 N N 3 +25 2041 - - ! - - -- - - 204 U < VERT 'RO E J f li nN�91 � �y SCALES R Z.11 "H O - - 0' Underground Service Alert 192 192 -- I �+ a r r Dig Alert J — — - - -- - -- 200 -- - -- -- - -- 200 m - -- - -- - -- - - - -+ — - -- - - -- -- 1 I 1- N0. 71461 c u YOU ma - - �E (P. 12 -31 -15 * CALL TOIL FREE CIV if 188 - 60 -40 -20 0 20 40 - - 1- - -- - - - - 1 - -- 168 N -- - - - -- - -- slgTF o�A�r 811 -40 -20 0 20 40 60 OF CALF »a eon wre esaQ rw u0 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: Q SEE SHEET 2 HORIZONTAL 1 " =20' DATE: 2/20/2014 E3 Y. f f% BY � SANTA FE RIVE NORTH SIDEWALK 0098 —SI VERTICAL u ' °= IMPROVEMENT PLANS __e__, 1 " =4' � R.C.E. N0. 71`1.61 - "ti EXP. 12/31/2015 DATE: 2/20/2014 DATE: 2/20/2014 R.C.E. NO.: 48971 R.C.E. NO.: 51274 WORK PROJECT N0. CSO7B HSIPL 5446 (018) SHEET 5 OF 11 12 +50 1 W m J J � 11 +00 220 ^ 220 R X I tV Nm —1- m . 216 216 1 0 +00 216 m — 216 r ! r 2 -40 -20 0 20 40 -40 -20 0 20 40 60 -� - -40 -20 0 20 40 14 +00 ® DWY 10 +91 ® DWY J 12 +25 ® DWY b - — _-- - -- J ~ K n N Ol 0 W N m N n 3 9 +75 H m a — 220 X n ^ 220 220 220 ^ N I 220 ® 46 W N 216 216 ` -20 0 __- 20 40 216 216 s -- 1. -. - -_ — - _ = a -- - ---- - - -- 216 -- �-- — - - - -r V1 I I -40 -20 0 20 40 -40 -20 0 20 40 218 \ i 212 -- - --- - - - - ---- - --- 212 -40 -20 0 20 40 13 +75 CROSS J � 17w " x 5x 10 +75 12 +00 LL - 5X � .. pry • 0 9 +50 ¢ _ ml a n .60R '7i 1 o pin - yy1 220 - -�n pp - - - 220 220 - F N 220 p M N 16 1.57 i ^n "s 2. r 2 —X 216 216 --. — - -20 _— 0 20 4_ 0 -40 212 77AT.' 77717 _ _ –_ —_ - - - -- J 212 -� -A 216 — - --a 216 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 13 +50 ® DWY V. 0 J j in y N 3 ~ u LL y 3 9 +25 y�® DWY o 10 +70 ® DWY 11 +75 220 W N 0 - Nla _— -- ( -� 220 N I2 N O m � F - - 3• X _-- / - � _ — N W N n ® � —i 22 I 220 7717 R / -20 - -- 0 _ 20 40 _ 6 J 0 •� N ^ ^ -40 IA 216 212 212 216 -40 -20 0 20 40 _ - -- 216 - - - -- - - - --- 216 -40 -20 0 20 40 -40 -20 0 20 40 13 +25 a m F n n a m 9 +00 220 "_ 220 CR n r L2.Q LL N ri - -- ---- 10 +50 11 +59® DWY ' 3 X 212 212 ^ -40 -20 0 20 40� h R N- z _ J - _ 216 -� -20 0 20 40 60216 216 2t 6 216 �._.._3 ._i _. _: — �\ �� —� 216 � —40 —20 0 20 40 631 -40 -20 0 20 40 F J O m 8 +75 W 13 +00 J J F- csi F F N -- - 11 +50 - -- N lWV 220 - N 3X OI O R Ya 1.4R' n OX _ --- - 220 _ N N T_� (p 212 p N 212 -- _-- I - Y M ^ p 1 _ 10 +25 —_ _--- A 216 Iv - -. 216 216 (' _ ( —� 216 216 - ___ __ —_� 216 —40 -20 D 20 40 � F Z "' � -40 —20 0 20 40 —40 —20 D 20 40 60 I 2 —40 —20 0 20 40 H J 11 +25 12 +75 N gi ^ WW p m 10+11 ® DWY 220 - - - - - -- -- - - ---- 220 220 N 3. X - - - - - -- - - -- ALL 220 < n b N LL 1, & 2.9X m 0.5X � 1. 2.$X q 216 ---_ __-___ �- f... -Yl -___ -T __- _q-_._ _ _-_- _ -- 216 !\I ^.__ - •- ..____ -- _ -_ - __ _— ___-_ ____.__ -__—__- ____ -_ —_ -- _-_ ___ _ -NF ___ 3.8 LL _Y -� v - N jX N N Z 2• X m — I - -- - - - F :v J - - -� - -- -L - - - -- -- -40 -20 0 20 40 Tao -20 o zo 40 -40 -zo 0 20 40 so QROFESS /ON QED �� Jy 9�F 0_ f a ��_ � Underground Service Alert VERT. 1 4 Di Alert ~N N0. 71461 SCALESHORIZ.1 " =20' EX°. 12 -31 -15 CALL TOIL FREE C10, 9jFor CAUFO� REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNEE77=1 DRAWN BY 1 CHECKED BY APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING N0. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: SEE SHEET 2 HORIZONTAL 1 " =20' DATE: 2/20/2014 SANTA FE DRIVE NORTH SIDEWALK 0098 —SI 1 '_ VERTICAL _ 4 R.C.E. NO. 71461 BY: BY: `�' IMPROVEMENT PLANS 4 � �� DATE: 2/20/201 4 DATE: 2/20/2014 EXP. 12/31/2015 WORK PROJECT NO. CS07B HSIPL 5446 018 R.C.E. NO.: 46971 R.C.E. NO.: 51274 � ) SHEET 6 OF 11 REGAL ROAD GARDENA ROAD 1 40' (11') (22') (11') (15) (VAR) o CD ¢ F= z R9 -3 E W4 -2 W R4 -1 SR56 (CA) R5 -2 E a W + "' � mmm H w mmm R8 -3 Rp1B (CA) ARCADIA ROAD I 1 I � i R1 -1 MI NARDO ROAD 25 MPH I 121 {17') R81A (CA)u � R7 -9a IS R7 -9a IBS � 10' 1 P {I( 1 -I RP 100' \� _ - 1t-- -- -=-4 - -- - _ _ _ _ _ _ _ 3 50 ��, J +00 )+ 0}00 8+5U 1 9+00 - - 10+00 , 4ie 10 +50 11 +W^ - 11 +50 _ 12+ _ 1 13100 —lo- - }- 11 11' 11' 11' 25' GAP 1 ' 13 -- - - - - - -- - - - - - -- - H ~ 11' ° 13 6 675' 10 10 - - - - Rjw 3 65' +\ E h LI S W24 -1 (CA) SR4-1 (CA) E 11 1 SANTA FE DRIVE R25 (CA) 35 MPH (20) (VAR) s � I + H N m m U +W - -- 14 - - - -- - - - - -- 1135) (33 r,(l 11 - 1+00 5) ) (10') MACKINNON AVENUE 35 MPH 2' CONSTRUCTION NOTES Q INSTALL DOUBLE YELLOW STRIPE PER CALTRANS STANDARD PLAN A20A DETAIL 22. 1. ALL NEW AND REPLACEMENT SIGNAGE SHALL BE 3M DIAMOND GRADE SHEETING. 0 INSTALL YELLOW TWO -WAY LEFT TURN LANES PER CALTRANS STANDARD PLAN A20B DETAIL 32. ❑3 INSTALL 8" WHITE CHANNELIZING LINE PER CALTRANS STANDARD PLAN A20D DETAIL 38. ® INSTALL 6" WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D DETAIL 39. E] INSTALL 6" WHITE INTERSECTION BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D DETAIL 39A. © INSTALL 4" WHITE RIGHT EDGELINE PER CALTRANS STANDARD PLAN A208 DETAIL 27B. SIM F7 INSTALL WHITE PAVEMENT MARKING BIKE LANE ARROW PER CALTRANS STANDARD PLAN A24A AS SHOWN ON PLAN. ® INSTALL WHITE PAVEMENT MARKING WORDS "BIKE LANE" PER CALTRANS STANDARD PLAN A24D AS SHOWN ON PLAN. Q9 INSTALL 12" WHITE CROSSWALK OR LIMIT LINE LINE PER CALTRANS STANDARD PLAN A24E AS SHOWN ON PLAN. iIx L 10 REMOVE EXISTING "SIGNAL AHEAD" PAVEMENT MARKING AND INSTALL NEW "SIGNAL AHEAD" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D AS SHOWN ON PLAN. R7 -9a LUM 11 INSTALL WHITE PAVEMENT MARKING TYPE IV(L) ARROW PER CALTRANS STANDARD PLAN A24A AS SHOWN ON PLAN. - REMOVE STRIPING & MARKINGS 12 INSTALL WHITE PAVEMENT MARKING WORDS "STOP" PER CALTRANS STANDARD PLAN A24D AS SHOWN ON PLAN. EXISTING STRIPING & MARKINGS 13 INSTALL 12" YELLOW CROSSWALK LINE PER CALTRANS STANDARD PLAN A24E AS SHOWN ON PLAN. PROPOSED STRIPING & MARKINGS 14 INSTALL RED PAIN TO CURB. EXISTING EDGE OF PAVEMENT 40 0 40' _80' E❑ EXISTING TO REMAIN. REMOVED CURB RP REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING OR ARROW AS NOTED, INCLUDING RAISED PAVEMENT EXISTING CURB GRAPHIC SCALE MARKERS. 1 INCH = 40 FT. QROFESS /p4 - - - -- PROPOSED CURB IS INSTALL SIGN ON NEW POST AS NOTED. Qi� M• / �� P�' n EXISTING SIGN RS REMOVE AND SALVAGE SIGN(S) AND POST AS NOTED. " Underground Service Alert r0 7 -� PROPOSED SIGN Dig Alert RL RELOCATE EXISTING SIGN(S) TO NEW POST AS NOTED. * EXP. 1 -31 -15 =, MDIG FROG fI�TE CI VI CALL TOLL FREE 811 m ■oa®cc MB fl o nu DIG REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. STACK TRAFFIC CONSULTING PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: HORIZONTAL N/A FFIG 2796 LOKER AVE. WEST #102 DATE: 2- 13 -2o1a SIGNING & STRIPING QyL 10 -J1 CARLSBAD, CA 92010 BY: BY. - SANTA FE DRIVE VERTICAL NSA SULTI1t1Cie Inc- (760) 602 -4290 R.C.E. NO. 74667 2 -2D -2014 2 -20 -2014 WWW.STACKTRAFFIC.COM EXP. 12 -31 -2015 DATE: DATE: R.C.E. NO.: 60204 R.C.E. NO.: 51274 WORK PROJECT No. cs07e SHEET 7 OF 11 POLE SCHEDULE No. STANDARD LED ♦ SNS SIG MTG PPB POLE LOCATION 03 TYPE HEIGHT SIG. M.A. LUM.M.A. VEHICLE RED PHASE A B 05 LUMINAIRE 07 REMARKS OA 24 -4 -100 30' 25' 12' 139W Nardo 2MAS SV -1 -T SP -1 -T 4 5.0' 7.0' - T5 -1 &2 (N) (N) (N) (N) (N) (RL) (N) (N) (N) (N) 112U T8- 4 &COM6 PPB Q 1 -A 7' - - - - - - TP -1 -T 6 4.0" 7.0' - T9- 4 &COM6 (N) (N) 1 11 3U T9- 7 &COM9 EVPE C 1 & 6 J1 2L T9- 5 &COM6 (N) (N) J1 3L T9- 8 &COM9 © 17 -2 -70 30' 20' 12' 139W Sonta Fe 1 -MAS T S SV -1 -T -1- (R) SP -2 -T 6 & 8 EXISTING - 2 2 - 2 - -- (N) #6 SERVICE (R) (R) - - OD 1 -A 10' - - - - - TV -1 -T SP -2 -T 6 & 8 5.0' 5.5' - 02 (N) (N) - I (N) (N) (N) OE 19 -4 -70 30' 30' 12' 139W 0-Nar o 2 -MAS SV -1 -T SP -2 -T 2 & 8 EXISTING - 06 1 (N) 3 3 - (N) (N) 3 OF 24 -3 -70 30' 35' 15' 139W Santa Fe 2 -MAS SV -2 -T SP -2 -T 2 & 4 EXISTING - 1 4 1 5 1 1 (N) 3 #20 EVP - (N) (N) 1 2 1 - * ALL EQUIPMENT IS EXISTING UNLESS NOTED (N) =NEW, (R)= REMOVE, (RL)= RELOCATED, OR (M)= MODIFY. ♦ BETA /CREE LED LUMINAIRES PART #STR- LWY- 5M- HT- 08- D- UL -SV- 700 -43K. EXISTING PHASE DIAGRAMIJ NO. PHASE fl NOT USED 1 01 02 03 04 2 12L T2 -7 &8 3 2 —� o NOT USED 4 I 05 06 07 08 F A OT ° Ip CL O AC4 �C4 D I y , EX. POLE (P) 7 EX. POLE `JJ 7 14 B g #6 6 1 x x 5 @ #5 C 5+ j x rkn � ° SINS -� O C xa l�l � a• � 331 —+� !— _ \ � _ — — — _ _ — -- — — 3x � cox Fl- -- WCam, E F E O E EO— 1bE Or�� o— U 9 CF �°s ---1 't®-� =� -1 Ov 1 01 � � n w�io 2 moo 02+ 5 EVPE -- cox - - - -, eux - -- rox cox ccx - - -- —cox x ----- cox- - —cox 1 + x Tr P O ' l -- - ~ —c' w n W Y i 13 +00 G R3 -z I\ I 01 +06 DETECTOR ASSIGNMENT NO. PHASE SLOT FIELD TERM. 1 2 12U T2 -5 &6 2 2 12L T2 -7 &8 3 2 14U T4 -1 &2 4 5 J1U T3 -1 &2 5 4 18U T6 -5 &6 6 6 J2U T3 -5 &6 7 6 J21- T3 -7 &8 8 6 J4U T5 -1 &2 9 1 11 U T2 -1 &2 10 8 J8U T7 -5&6 PPB 2 112U T8- 4 &COM6 PPB 4 112L T8- 5 &COM6 PPB 6 113U T8- 7 &COM9 PPB 8 113L T8- 8 &COM9 EVPE A 2 & 5 J1 2U T9- 4 &COM6 EVPE B—I 4 1 11 3U T9- 7 &COM9 EVPE C 1 & 6 J1 2L T9- 5 &COM6 EVPE D 8 J1 3L T9- 8 &COM9 2 "C, 4- DLC(NEW) SANTA FE DRIVE 35 MPH - -- �� 2DL1L /.!,— _..... � E ._. auuc 14 +00 — -I =EX. 2 "C, 2= DLC(NEW) CONDUCTOR SCHEDULE AWG OR CABLE CIRCUIT CONDUIT RUNS QQps �OB POLE A 01,06,06P,06PPB - - - - POLE B 04P,04PP8 - -- -- 12CSC POLE C 08 1 -_ 1 -- -- /3CSC POLE D 05,06P,08P,06PPB,08PPB 1 1 1 1 1 POLE Q) 02,05,02P,08P,02PPB,08PPB - - _ _ 1 POLE Q) 01,04,02P,04P,02PPB,04PP6 - .- "- TOTAL 12CSC /3CSC 1 2 4 3 4 1 1 - #10 LUMINAIRES 2 2 2 - 2 - -- 4 #6 SERVICE -- - - - -- 2 2 01 1 1 1 1 02 - - 3 04 DLC 05 06 1 3 3 3 - - 3 08 1 1 TOTAL 2 4 1 4 1 5 1 1 10 3 #20 EVP - 1 2 1 2 1 - 1 - 4 ENCOM ETHERNET RADIO NETWORK CABLE - - -- - I - - 1 CONDUIT SIZE (INCHES) 3" 3" 4" 4" 2" 3" 2" 1-4- CONDUIT FILL (q) 12 22 20 21 1 20 19 2 21 ALL CONDUITS AND CONDUCTORS ARE NEW UNLESS NOTED: (E) = EXISTING. 7 EX. 2 "C, 1- DLC(NEW) _44:-_ 16 INSTALL RADIO AT SANTA FE /WINDSOR. 5 CONDUIT SHALL BE INSTALLED TO WINDSOR RD WITHIN PROPOSED SDGE TRENCH DURING POWER POLE UNDERGROUNDING N 2 2 x AIR -. , 15 vEwrs EX. 2 "C, 1 -D C(NEW) EX. 2 "C, 2 -DLC(I EW) R W - X -._ -_ ._X _ 6 �7 i EX: 2 "C, 2#6(SERVICE) I ./ i 2 3 4 T, 02P CONSTRUCTION NOTES EX. 2-C, 2#6(SERMCE), 2- D LC(NEW) U < $ S BC EX. 2-C, 2#6(SERMCE), 4- DLC(NEW) 1 8 ❑1 EX. 332 CABINET CABINET WITH EX. MODEL 170E AND 200CA FIRMWARE. ®EX. DIMENSIONS MODEL 28M11 -WBE BATTERY BACKUP 16 RS EX. WI ELESS RADIO SYSTEM AND BATTERY BACKUP BATTERIES (4). ® EX. 210 EDI CONFLICT MONITOR. FURNISH AND NEW MODEL 2010 ECLIP CONFLICT #6 6 (2) 14 (10; MONITOR. ®EX. GP5 DETECTOR CARDS. FURNISH AND INSTALL NEW RENO MODEL 1101 SS DE CTOR CARDS. Ej EX. M -262 OPTICAL #5 C (2) 1 " DETECTOR CARD. FURNISH AND INSTALL ETHERNET EQUIPPED OPTICOM 764 PHASE SELECTOR. ES EX. ENCOM 5100 WIRELESS a EX. 1 Q C. 1 -D C(NEW) INTERCONNECT CARD. FURNISH AND INSTALL NEW ENCOM WIRELESS INTERCONNECT CARD. FURNISH AND INSTALL DIGI SERIAL CONVERTER. BC x Q '- FURNISH AND INSTALL HARDENED SWITCH FOR CABINET CONNECTIVITY. r , I Cox cox o ❑2 EXISTING SERVICE METER. REPULL SERVICE CONDUCTORS INTO CONTROLLER. W x I m f Q FURNISH & INSTALL BATTERY /UPS CABINET COMPATIBLE WITH EXISTING BBS SYSTEM AS SHOWN ON PLAN. INSTALL FOUNDATION e I� o ROUND CORNERS TO COMPLETE. j REDUCE WEAR OF � LOOP WIRES d ' ®RL EXISTING DIMENSIONS (SENSATA SYSTEM) BBS SYSTEM FROM EXISTING CONTROLLER CABINET TO NEW BATTERY /UPS CABINET. R5 FURNISH AND INSTALL 2" CONDUIT WITH PULL ROPE FOR FUTURE SIC.. - -- i a ; ' POLE LOCATION DETAIL x � 1 EL ; R6 FURNISH &INSTALL NEW PULLBOX AS SHOWN ON PLAN. O I o N ' ( i �� ,i DIRECTION DI A OF ,� rn POLE LOCATION ❑7 RS EXISTING TRAFFIC SIGNAL POLE AND ALL SIGNAL EQUIPMENT AS SHOWN ON PLAN. REMOVE FOUNDATION COMPLETE. "��+ O ® INSTALL RELOCATED SIGN FROM EXISTING POLE ®AS SHOWN ON PLAN. I I _ EC -A I NOTES: % 9 AB Q �A l CENTER I CUTTER 3 16' ❑ ❑ EXISTING LOOPS. B , A -A 41O - 10 FURNISH & INSTALL TYPE E LOOPS AS SHOWN ON PLAN. O 11 FURNISH & INSTALL MODIFIED TYPE E LOOPS (PER DETAIL "A ") AS SHOWN ON PLAN. R3-4 5�P 20' 0 20' 40' MODIFIED TYPE E FRONT DETECTOR 12 H EXISTING VEHICLE HEAD. m LOOP FOR BICYCLES SAWCUT AND WINDING 13 RS ❑ EXACT LOCATION BY ENGINEER DETAIL "A" GRAPHIC SCALE ❑ EXISTING PEDESTRIAN HEADS AND PEDESTRIAN PUSH BUTTONS. IN THE FIELD 1 INCH = 20 FT. 14 FURNISH &INSTALL POLARA PUSH BUTTON ASSEMBLY OR APPROVED EQUAL. RS ®EXISTING PUSH BUTTON SYSTEM IF APPLICABLE. QVVESS /pN hp 15 FURNISH & INSTALL NEW COUNTDOWN TIMER PEDESTRIAN HEAD. EXISTTNG PEDESTRIAN HEAD IF APPLICABLE. '� Underground Service Alert 16 FURNISH AND INSTALL ENCOM ETHERNET WIRELESS RADIO OR APPROVED EQUAL. ?46%,° ' o Dig Alert EXP. 12 -31 -15 CU eTOI my me 17. CLEAN OUT ALL EXISTING PULL BOXES. MANDREL ALL CONDUIT AFTER EXISTING WIRES /CABLES ARE REMOVED. fl9jf FICA�E�� CALL TOLL FREE 611 18. CONDUIT FOR SIC SHALL BE INSTALLED WITHIN SAME TRENCH AS PROPOSED STREET LIGHTING (APPROXIMATELY FROM STATION 6 +50 TO STATION 10 +75). tm "ItIm DAW maw my me REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING N0. `.STACK TRAFFIC CONSULTING PLANS PREPARED UNDER SUPERVISION OF COMMENDED D PUBLIC IMPROVEMENT PLANS FOR: HORIZONTAL N/A ;.2796 LOKER AVE. WEST #102 DATE: 2 -13 -2014 BY: BY: SIGNAL MODIFICATIONS 0099 -5-1 FFIC , (760)602, GA 92010 3 - 2� r `i SANTA FE DRIVE VERTICAL N/A �Ut.TING31nc, (760) 602 -4290 R.C.E. No. 74667 DATE: .. 1 DATE: /,e� WWW.STACKTRAFFIC.COM EXP. 12 -31 -2015 2 l o R.C.E. NO.: OLO R.C.E. NO.: BIZ %`/ WORK PROJECT NO. CSO76 SHEET 8 OF 11 D GARDENA ROAD ARCADIA ROAD E., w � h 0 I w O ti w��>t MACKINNON A VENUE FURNISH & INSTALL AMERON VICTORIAN STYLE OR APPROVED EQUAL STREET LIGHT WITH #5 PULL BOX PER DETAIL 3 ON SHEET 11. FURNISH & INSTALL 2" CONDUIT. ® FURNISH & INSTALL NEW PULLBOX AS SHOWN ON PLAN. ® RS EXISTING STREET LIGHT. 0-0 PROPOSED STREET LIGHT WITH PULL BOX ® PROPOSED IRRIGATION CONTROLLER �w �o I ow (LIGHTING) GRAPHIC SCALE 1 INCH = 20 FT. n FURNISH & INSTALL CALSENSE ET2000e IRRIGATION CONTROLLER WITH 8 STATIONS, INTERNAL GPRS MODEM, /QVgvESS /p� INTEGRATED RADIO REMOTE RECEIVER BOARD, HEAVY -DUTY STAINLESS STEEL ENCLOSURE WITH RADIO STUBBY ANTENNA, AND COMMAND CENTER WATER MANAGEMENT SOFTWARE OR APPROVED EQUAL IRRIGATION CONTROLLER PER CITY OF ENCINITAS IRRIGATION CONTROLLER DETAIL 1 ON SHEET 11. Underground Service Alert Dig Alert © FURNISH & INSTALL 30 -AMP CIRCUIT BREAKER FOR STREET LIGHTING IN EXISTING TRAFFIC SIGNAL SERVICE PEDESTAL. s 41 EXP. 1 -31 -15 7f =mmyoum SEE DETAIL 4 ON SHEET 11 FOR SERVICE PANEL CIRCUIT BREAKER INFORMATION. sl CIVIC CALL TOLL FREE ❑7 FURNISH & INSTALL 15 -AMP CIRCUIT BREAKER FOR IRRIGATION IN EXISTING TRAFFIC SIGNAL SERVICE PEDESTAL. SEE 9TfOF CAUE�� DETAIL 4 ON SHEET 11 FOR SERVICE PANEL CIRCUIT BREAKER INFORMATION. nro eo�c nexs sou ac REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY DRAWN BY CHECKED BY APPROVALS „ CI TY OF EN CI N I TAS ENGINEERING DEPARTMENT I DRAWING NO. STACK TRAFFIC CONSULTING HORIZONTAL N/A K 2796 LOKER AVE. WEST #102 FFIC CARLSBAD, CA 92010 VERTICAL N/A 4Uj.T1Nro,1mo =;(760) 602 -4290 WWW.STACKTRAFFI C.COM PLANS PREPARED UNDER SUPERVISION OF I RECOMMENDED VF/D / I PUBLIC IMPROVEMENT PLANS FOR: DATE: 2 -13 -2014 1 BY: R.C.E. N0. 74667 EXP. 12 -31 -2015 DATE: — R.C.E. NO.: DATE: ®r &/ R.C.E. NO.: �-/Z 7y WORK PROJECT NO. CS07B STREET SANTA LIGHTING FE DRIVE 0098 -si SHEET 10 OF 11 0 0 I I e U N LEGEND .1L J WE �1L FROT O PRE — ASSEMBLED CONTROLLER & STAINLESS STEEL ENCLOSURE. O GFI OUTLET & SWITCH. 3O #6 AWG GROUND WIRE — CONNECT TO GROUND LUG. ® 120 VAC JUNCTION BOX. 50 PVC SLEEVE FOR GROUND ROD. �6 5/8" X 8' COPPER GROUNDING ROD. Q 26" X 24" X 8" CONCRETE BASE. ® 2 -1/2" SCH. 40 ELEC. SWEEP ELL FOR STATION WIRES. O 1 -1/7' SCH. 40 ELEC. SWEEP ELL FOR PHONE LINE. 10 1" SCH. 40 ELEC. SWEEP ELL FOR 120 VAC POWER. 11 FINISH GRADE. 12 3/4" SCH. 40 ELEC. SWEEP ELL CONDUIT FROM FLOW SENSOR NOT SHOWN FOR CLARITY. SEE CITY STD. DETAIL I -1B FOR LOCATION. Q 3/4" SCH. 40 ELEC. SWEEP ELL CONDUIT FROM MASTER VALVE NOT SHOWN FOR CLARITY. SEE CITY STD. DETAIL I -1B FOR LOCATION. REV: 12/15/09 CONTROLLER 38" Parks & Recreation Depar D: \DETAILS \ENCINITAS DETAILS \I -ta L DETAIL "1" N.T.S NO SCALE I -1a PANEL: "SANTA FE" VOLTAGE: 120/24OV, 1 0 3 W BUS SIZE: 100A. MAIN: 100A, 2P LOC: SEE RR PLANS MOUNTING: SURFACE AIC RATING: 22,000 FEED: TOP El BOTTOM CIRCUIT CODE: blank or N : NON — CONTINUOUS L : LONG — CONTINUOUS R : DEMANDABLE RECEPTABLES K : KITCHEN ITEM �CODq BKR I # I I # I BKR fCODd ITEM .75' -1" 3-1/2" O.D. (4) 3/8" x 6" ZIP 0 1 FLAT HEAD SCREWS SERVICE DISCONNECT L 2 POLE TOP GA. 5 -1/8" 2 01 L SERVICE DISCONNECT 4° LG. " I 3 5" OA CAST ALUM. TOP COLLAR PAINTED FLAT BLACK (P1) 4 VIEW A *STREET LIGHTING L 5 6 501 L SIGNAL *IRRIGATION (4) 3/8" x 1 -3/4" STEEL 15 1 7 8 COUPLINGS O 90' O.C. 0_k2w j 10 DIA. :,; 12 301 L LIGHTS HOLE 4197 VIEW A POLE TOP DETAIL Z 14 p x 112" CLEAR COVER (TYP.) z 16 e+ g 18 * = NEW CIRCUIT BREAKER DETAIL "4" SERVICE PANEL r: F} `'y c, r POLE HEIGHT 1901 LUMINAIRE PER - DESIG— CONFIGURATION REQUIREMENTS BG_T . 0ND. UNE * SEE DETAIL 2" (THIS ,SHEET) CAST ALUMINUM TV TENON GRADE T� ALUM. ALLY 356 —T6 WEIGHT INTERNAL SHIELD PER PLANTED FLAT BLACK (P1_ in. MANUFACTURE, RESIDENT SIDE. (REPLACEMENT P /N# 40080EP1A) VBF -4.7 .75' -1" 3-1/2" O.D. (4) 3/8" x 6" ZIP 15.000 500 FLAT HEAD SCREWS ON 3 -1/2' B.C. POLE TOP GA. 5 -1/8" 4° LG. " I 5" OA CAST ALUM. TOP COLLAR PAINTED FLAT BLACK (P1) VIEW A ? (4) 3/8" x 1 -3/4" STEEL COUPLINGS O 90' O.C. 0_k2w j a DIA. :,; (4) 3/8' x 12" HOLE ANCHOR BOLTS VIEW A POLE TOP DETAIL Z p 112" CLEAR COVER (TYP.) z a ,COVER ( TYP. o g (8) 7 MM PRESETRESSING STEEL WIRES ASTM A -421 -3/8" 36 1 WALL (TYP ) #12 GA. SPIRAL HAND HOLE STEEL WIRE AT 3° PITCH FRAME ASTM A -82 SPUN, PRESTRESSED #8 GA. x 6" #11 GA. LONGITUDINAL CONCRETE POLE BARE COPPER STEEL WIRE WELDED TO GROUNDWRE SPIRAL WIRE 'ASTM A -82 4X6" HH FRAME WARE CLAMP & COVER O 0' POLE SECTION w-- -7' DIA. GROUND UNE 9.1' O.D. AT)TACHHMENT SCREWS ' " T O.D. 4" x 6" HANDHOLE W/ CAST ALUM. FRAME & COVER O 0' r 13" O.D. GROUT GROUND UNE 3" NOM. (4) 1" DIA. BY HOLES O 90' OTHERS r 3 -1/2' + 1/4" ;. (4) 3/4" x 24' x 4 "+GALV. STEEL 160 BOLT ANCHOR BOLTS W/ HEX NUTS 14" SQ. x 1" CIRCLE &'HASHERS ASTM A -307 c, SSTTEEEEL BASE PLATE =O WMM MOUNTING SETUP DETAIL PLATE A -36 * CONCRETE DEPTH MUST BE A MINIMUM OF 42° DEEP, 22° IN DIA. IS RECOMMENDED. CONCRETE DEPTH WILL ALSO DEPEND ON SOIL CONDITIONS AND FROST AREA LINE IN YOUR AREA. AMERON LIG -nNG POLE AND RXTURE N.T.S. INSTALLATION DETAL DETAIL "3" N.T.S POLE HEIGHT ULTINATE - DESIG— ABOVE BG_T . 0ND. UNE NATION GRADE 'CIRCLE' MOMENT WEIGHT ' ft. —in. in. R. —Iba (Iba.j VBF -4.7 .75' -1" 18" 15.000 500 re14' Underground Service Alert 7 Dig Alert EXP. 1 —31 -15 * o ceu. rov mn Jj C10- CALL TOLL FREE OF CAUE�� 811 em ess®m nets sewse tov mn REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. STACK TRAFFIC CONSULTING PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED V PUBLIC IMPROVEMENT PLANS FOR: HORIZONTAL N/A �'- 12796 LOKER AVE. WEST #102 �q FFIG CARLSBAD, CA 92010 DATE: 2 -13 -2014 BY: BY: STREET LIGHTING 2 ' 6 -s i VERTICAL N/A $ULTIIVfa, idn•; (760) 602 -4290 R.C.E. NO. 746672.Z/y SANTA FE DRIVE WWW.STACKTRAFFIC.COM EXP. 12 -31 -2015 DATE: DATE: R.G.E. NO.: R.C.E. NO.: 3717`/ WORK PROJECT NO. CS076 SHEET 11 OF 11 ®R NOTE TO CONTRACTOR THE LOCATIONS AND SIZES OF THE EXISTING UTILITIES SHOWN HEREON HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR THE BENEFIT OF THE CONTRACTOR. ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY TO TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL UNDERGROUND AND OVERHEAD STRUCTURES WHETHER SHOWN OR NOT ON THESE DRAWINGS. WORK TO BE DONE 1.THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM A BASE UTILITY MAP AND A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITIES SHOWN HEREON AND OTHERS WHICH ARE NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 21OCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS (POTHOLING) AND LOCATE ALL EXISTING UNDERGROUND FACILITIES IN THE PROJECT AREA SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. A.THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL, COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 800 - 422 -4133 (DIG ALERT) B.THE CONTRACTOR SHALL NOTIFY THE AT &T COMMUNICATIONS COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 619 - 546 -3606 C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 760 - 633 -2709 D. THE CONTRACTOR SHALL NOTIFY THE COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 800 - 422 -4133 (DIG ALERT) E. THE CONTRACTOR SHALL NOTIFY THE SAN ELIJO JPA COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES (RECLAIMED WATER) AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 760 - 753 -6203 (EXT. 32) 3.THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN PLACE AND THAT ARE NOT CALLED OUT TO BE REMOVED ON THESE PLANS. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED PRIOR TO APPROVAL OF THE CITY. 4.THE CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE DRIVEWAYS AT ALL TIMES. 5.ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY DESIGNATED TO BE REMOVED SHALL BE SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT OF WAY, THAT ARE NOT DESIGNATED TO BE REMOVED, THAT ARE DAMAGED DURING CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE CITY. 6.THE CONTRACTOR SHALL NOTIFY IN WRITING AND OBTAIN APPROVAL OF THE CITY ENGINEER OF WORK PRIOR TO MAKING 'CHANGES IN THE FIELD. 7.NOTES AND DETAILS ON THE PLANS SHALL TAKE, PRECEDENCE OVER THESE GENERAL NOTES IN CASE OF CONFLICT. &THE CONTRACTOR SHALL MAINTAIN AN UP TO DATE SET OF AS -BUILT DRAWINGS ON WHICH ALL CHANGES OR VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE RECORDED. A COPY OF SAID AS -BUILT DRAWINGS SHALL BE PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED. 9.MATERIAL OF DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT OF WAY WITHOUT APPROVAL BY THE CITY ENGINEER. NOTIFICATIONS 1.THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: 2.THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTOES LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: (800)422 -4133 DIG ALERT A. SEWERS ENCINITAS SANITARY DIVISION B. GAS & ELECTRIC SAN DIEGO GAS & ELECTRIC C. WATER - SAN DIEGUITO WATER DISTRICT D. TELEPHONE - AT &T E. CABLE TV - COX CABLE F. RECLAIMED WATER - SAN ELIJO JPA 3.THE CONTRACTOR SHALL GIVE 48 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 4.THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (1 -800- 422 -4133) NOT LESS THAN TWO (2) WORKING DAYS PRIOR TO CONDUCTING ANY EXCAVATION WORK ON THIS PROJECT. THIS REQUIREMENT SHALL EXTEND TO EXCAVATION WORK CONDUCTED WITHIN THE PUBLIC RIGHT -OF -WAY AND EXCAVATION WORK CONDUCTED ON PRIVATE PROPERTY. EROSION CONTROL NOTES 1.IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHIELDS AT (760) 633 -2778. 2.EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 1CONTRACTOR SHALL PROVIDE A 24 -HOUR TELEPHONE NUMBER AND NAME OF PERSON RESPONSIBLE FOR EMERGENCY WORK. 4.THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER RUN -OFF PRODUCING RAINFALL. 5.THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6.ALL REMOVABLE PROTECTIVE DEVICES SHOWN FOR EROSION CONTROL SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE EROSION CONTROL DEVICES AS NECESSARY. &ALL EROSION CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ONSITE AND TO SAFELY DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL BE INSTALLED WHEN THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. 9.TEMPORARY EROSION CONTROL DEVICES WHICH INTERFERE WITH WORK SHALL BE RELOCATED OR MODIFIED AS THE WORK PROGRESSES AS RECOMMENDED BY THE ENGINEER OF WORK AND AS APPROVED BY THE CITY ENGINEER. 10.EROSION CONTROL SYSTEMS SHALL BE SERVICED AND MAINTAINED TO PROVIDE CONTINUOUS CAPACITY AND ADEQUACY TO FUNCTION AS DESIGNED. AFTER PRECIPITATION EXCEEDING ONE- QUARTER (1/4) INCH IN ANY 12 -HOUR PERIOD OR UPON THE DIRECTION OF THE CITY ENGINEER, SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS. LANDSCAPE &IRRIGATION PLANS FOR SANTA FE DRIVE NORTH SIDEWALK CITY OF ENCINITAS 9 2� ° a MELBA RD. IRRIGATION PLAN SHEET I I IRRIGATION PLAN SHEET 15- d o SAN 16- LANDSCAPE o SHEET ° I LANDSCAPE a °¢ o DIEGU1 rO z w ° a a ACADEMY a w o e z 1 s < o' m i o � w a w � � . _ SANTA FE DR,. F TH AVE.- j O vi � w a m VICINITY MAP W � NO SCALE 5 NOTE • TH1 P\F AFF NO PFINQNG FOUNfAIN5 OF P�516NAtb OUTPOO? WING AI?�A5 ON 11 -115 51t. SHEET EX SHEET 12-- TITLE SHEET (LS & IRRIG) SHEET 13- IRRIGATION PLAN SHEET 14-- IRRIGATION PLAN SHEET 15- IRRIGATION PLAN SHEET 16- LANDSCAPE PLAN SHEET 17 - LANDSCAPE PLAN I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGES OVER THE IRRIGATION DESIGN OF THIS PROJECT AS DEFINED IN THE BUSINESS AND PROFESSIONS CODE AND THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF ENCINITAS AND THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. Michael Elliott 637 Arden Drive, Encinitas, CA 92024 (760) 9,4�4 - 84(63 BY: WAG 1 Lz �I 71 DATE: C-,° ' 2i I+ REGISTRATION NO: 1011 EXPIRATION DATE: SAN DIEGUITO WATER DISTRICT RECYCLED WATER NOTES 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE "RULES AND REGULATIONS FOR RECYCLED WATER SERVICE WITHIN THE SAN DIEGUITO WATER DISTRICT". 2.13EST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE PONDING, RUNOFF, OVERSPRAY, AND MISTING. 3.HOSE BIBS ARE STRICTLY PROHIBITED. 4.ON -SITE CROSS CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 5.NO SUBSTITUTION FOR PIPE MATERIALS WILL BE ALLOWED WITHOUT THE APPROVAL OF THE DISTRICT. 6.HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10 P.M. TO 6 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYLCLED WATER MAY BE MODIFICED BY LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYLCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. 7.BURIAL OF ALL WIRING AND PIPING SHALL BE PER DISTRICT RULES AND REGULATIONS. 8. NON -DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER WINDBLOWN OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DEISGN, CONSTRUCTION PRACTED, OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 9.IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER- SPRAYING ON SIDEWALKS, STREETS, AND NON - DESIGNATED USE AREAS. 10. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER DISTRICT RULES AND REGULATIONS. 11. ALL RECYCLED WATER APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC) SHALL BE COLOR CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 12. ALL IRRIGATION PIPES SHAL BE STENCILED WITH THE WARNING "NON- POTABLE OR RECYCLED WATER ", COLOR -CODED PURPLE AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER DISTRICT RULES AND REGULATIONS. 13. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND SHALL MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 14. IF A CONSTNT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE PER DISTRICT RULES AND REGULATIONS. 15. CONTRACTOR SHALL CONDUCT A CROSS- CONNECTION TEST AS DIRECTED BY THE DISTRICT AND THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECYCLED WATER. 16. THE REQUIRED CROSS- CONNECTION INSPECTION SHALL BE DONE BY EITHER THE DISTRICT AND /OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 17. THE DESIGN AND LOCATIONS FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. 18. AN ON -SITE WATER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THE INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW /CROSS - CONNECTION PROTECTION, THE DISTRICT RULES AND REGULATIONS, AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. IN CASE OF EMERGENCY CONTACT: MIKE WELLS AT PHONE NUMBER 760 - 633 -2747 AFTER HOURS CONTACT: MIKE WELLS AT PHONE NUMBER 760 - 815 -0888 19. ALL PUBLIC AND PRIVATE POTATBLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WIHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 20. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND /OR DESIGNATED EATING AREAS ON THE SITE. 21. EDUCATE MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HANDWASHING, CLEANING OF TOOLS, ETC. 22. PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS, OR OTHER APPROVED METHODS. SIGNAGE NOTES. 1.THE FOLLORWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLWER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8 �1h" X 11" SIZED SIGN. COLOR PURPLE BACKGROND WITH BLACK LETTERING. GUIDELINES FOR RECYCLED WATER USE 1.IRRIGATE BETWEEN THE HOURS OF 10 PM AND 6 AM DAILY. WATERING OUTSIDE THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2.IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN -OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPACTIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORETION. 3.ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS, AND LOTS, STEEPS, AND SIDEWALKS. 4.MONITOR AND MAINAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FILUE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRS AS SOON AS THEY BECOME APPARENT. 5.EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTNUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING PURPOSES, HANDWASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSAPE CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6.013TAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON -SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7.ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. a.TAGS SHALL BE WEATHERPROOF PLASTIC 3" X 4 ", PURPLE IN COLOR, WITH THE WORDS, "WARNING - RECYCLED WATER- DO NOT DRINK" IMPRINTED ON ONE SIDE AND "NO TOME EL AGUA" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAG AS MANUFACTURED BY CHRISTY ENTERPRISES OR EQUAL. b.ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: I. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE -WRAP, OR H. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE -WRAP, OR M ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. &ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS 9.EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS, "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERONNEL UTILIZING THE EQUIPMENT. C -1 Ln C j V) [_Y I PLAN PFEPAF�P AGU5T 25, 2014 670 SANTA FE DR 0 \J z S CQ G _ 1211 b /211 GI —1/411 680 SANTA FE DR. 4 - 2-1121, PVC 5L�FVF5 UNn�,P Al bPIVMAY5 ANP UTI ITIF5 (TYPICAL -13Y OTHFp5) X15f, MAIN5 ( 3) i l a ....,......., PVC 51, M5 WITH \MIU5 (13Y OTHPP5) 692 SANTA FE DR. COMCr NMFIM IN TWO AnJAC�Nf PLANT F5 WITH TOFF FUNNY PIPF THFOUGH CONPUIT TOVIPR2. LMfL 130TH M25 WITH APPP,002 NON -POTAM MAPKIN65 PFOP05�P AI P, VAC LOCKON IN PLAMP OY OTHFP15) 1211 I �X15TING MA50NP,Y WALL ) N I 1 0 0 3" 51,FM5 ( 13Y Off P,5) a ®'d . a P ® d PY OTHFp5) '4 A W +� 5 F LE D R �l E C_ \._..j L_ 1 -ij L YYY R 1_ �'r 4 1195 GARDENA RD. 4 - 2" 5L�M5 @ 1811 PrIPTH (13Y 0TH 5) --- 511ZPfT LIGHT AN17 PULL PDX III 2Tr- - ` 211 5LFM5 @ 18" bFpiN ( COY OTH- 1?5) HEAT BRAND ALL BOXES WITH 2" HIGH LETTERING: O RN — ALL BOXES, INDICATING RECYCLED WATER. OAV or QCV — ANGLE VALVE or QUICK COUPLER VALVE. O MV, FM, RCV, or BV — MASTER VALVE, FLOW METER, REMOTE CONTROL VALVE, or BALL VALVE. O4 VALVE STATION NUMBER (FOR RCV°s ONLY) VALVE BOX MARKING 622 -624 SANTA FE DR. 5TIN6 MA50NPY WALL 628 SANTA FE DR. '112'' \-1 -1 / 4" \, III \� 3/ 4 FF DRPVE 1O FINISH GRADE/TOP OF MULCH O VALVE BOX WITH PURPLE COVER: RAIN BIRD VB —STOP 33 30 —INCH LINEAR LENGTH OF WIRE, COILED WATERPROOF CONNECTION: SPEARS DS -100 W/ DS -300 SEALANT CONDUIT TO CONTROLLER. SEAL END OF t7, CONDUIT WITH NON— HARDENING PUTTY. ID TAG MASTER CONTROL VALVE PER LEGEND © PVC SCH 40 MALE ADAPTOR Og SCHEDULE 40 PVC MAINLINE PIPE 1Q BRASS OR COPPER PIPE FROM METER 11 0 3 —INCH MINIMUM DEPTH OF 3/4 —INCH WASHED GRAVEL ✓TASTER VALVE DETAIL Pipe Sixlnp Chnrt �I F.N. Upstream Downstream Size Length Length 1. 10, 5. 1.251 123" 6.25° Calsense Controller VALVE BOXES WITH PURPLE COVER: Biue- RAIN BIRD VB -STDP . White — Master Vatve--\ N 0 W+F 5 Black Wire Harness — Waterproof Electrical \ Connectors \ (do not use pre -flUed \ \\ type connectors) 13 3/ /111 >v O z S IRRIGATION LEGEND I CONTROLLER — CALSENSE ET2000e- 8— GR —RRe— SSE —R— COMM -5YR MASTER VALVE — HUNTER IBV -101 G —FS —R BRASS BALL VALVE — WATT FBV- 3C —SS. LINE SIZE ANGLE VALVE BUCKN ER— SUPERIOR VBM —NPH (NON— POTABLE PURPLE CROSS HANDLE) LINE SIZE ® FLOW METER — CALSENSE FM-1B © YARDNEY MCS2 BASKET STRAINER -40 MESH, W/ PRESSURE REGULATOR IN V.I.T. STRONG BOX SBBC -40SS ENCLOSURE ® PRESSURE REGULATOR — 1 -1/2" ZURN— WILKINS 500XL —HLR @75 psi, IN ENCLOSURE WITH BASKET STRAINER ® QUICK COUPLER VALVE — BUCKNER — SUPERIOR QB44NPAT10 CONTROL VALVE — HUNTER IBV -101 G —FS —R DRIP CONTROL VALVE ASSEMBLY — HUNTER IBV -101 G —FS —R WITH RAIN BIRD PRB QKCHK -100 PRESSURE REGULATING BASKET FILTER NOTE: ALL VALVE BOXES TO BE RAIN BIRD VB SERIES WITH NON— POTABLE (PURPLE) LIDS. HUNTER PROS— 04— PRS40 —CV —R POP —UP BODY WITH PCN -50 BUBBLER NOZZLE. (Flow: 0.50 GPM) S RECYCLED WATER "DO NOT DRINK" SIGN. --- NETAFIM TLRW9 -18 DRIPLINE FOR RECYCLED WATER. 9 GPH EMITTERS © 18" SPACING. INSTALL 4 -6" DEEP. INSTALL PER MANUFACTURER. IRRIGATION MAINLINE — SCHEDULE 40 PVC NP 'PURPLE'. 18" DEPTH BELOW TOP OF SIDEWALK. IRRIGATION LATERAL SCHEDULE 40 PVC NP 'PURPLE'. 12" DEPTH BELOW TOP OF SIDEWALK. ®115V POWER TO IRRIGATION CONTROLLER FROM ELECTRICAL PEDESTAL LOCATED ON THE SOUTH SIDE OF SANTA FE DRIVE, ABOUT 100' WEST OF THE CENTERLINE OF MACKINNON AVE. 15AMP BREAKER MARKED "IRRIGATION' (BY OTHERS) [R] 2" RECYCLED WATER METER (85 PSI STATIC PER SDWD) 3 Underground Service Alert CONTROLLER Dig Mort AU61d51" 25, 2014 IRRIGATION NOTES VALVE BOX LABELING 1. ALL VALVE BOXES SHALL BE HEAT BRAND MARKED WITH "RW" TO INDICATE THE USE OF RECYCLED WATER: WITH BV, AV, CV, OR QCV TO INDICATE VALVE TYPE; AND, CONTROL VALVE BOXES SHALL BE BRANDED WITH THE STATION NUMBER. 2. CONTROL VALVES SHALL BE TAGGED WITH THE STATION NUMBER USING CHRISTY'S PURPLE VALVE TAGS. CONTROL WIRE / CONDUIT 1. ALL CONTROL WIRES TO BE IN CONTINUOUS CONDUIT FROM THE VALVE BOX TO THE CONTROLLER. 2. CONDUIT FOR CONTROL VALVE WIRES TO BE 1 -1/2" SCHEDULE 40 WITH CONDUIT SWEEPS AT ALL TURNS. 3. EXTRA WIRES: 1 EXTRA CONTROL WIRE SHALL BE RUN INTO TO VALVE BOXES #1, 1 TO VALVE BOX #4, AND 1 TO VALVE BOX #6. EXTRA WIRES SHALL BE LOOPED INTO EACH CONSECUTIVE CONTROL VALVE BOX WITH A COILED 36" LOOP OF WIRE. ONE EXTRA COMMON WIRE SHALL BE LOOPED INTO EACH CONSECUTIVE CONTROL VALVE BOX WITH A COILED 36" LOOP OF WIRE. 4. CONTROL WIRE TO BE OF #14AWG. WIRE COLORS: STATION WIRES - BLACK COMMON WIRE - WHITE EXTRA COMMON - WHITE WITH STRIPE EXTRA STATION WIRES - ORANGE MASTER VALVE - BLUE 5. WIRES FROM FLOW METER TO CONTROLLER TO BE ONE BLACK AND ONE RED OF #14AWG. FLOW METER WIRES ARE TO BE IN SEPARATE 1" SCHEDULE 40 CONDUIT WITH CONDUIT SWEEPS AT ALL TURNS. 6. ALL WIRE CONNECTIONS TO BE MDE WITH SPEARS DS -100 DRI- SPLICE CONNECTORS AND DS -300 SEALANT (OR APPROVED EQUAL). 1 ;TTATAIKeRs CONTRACTOR SHALL MAINTAIN A CLEAN SET OF PLANS MARKED LEGIBLY WITH DIMENSIONS SHOWING THE ACTUAL LOCATION OF MAINLINE AND OTHER FEATURES AS REQUIRED BY, AND TO THE SATISFACTION OF, THE OWNER'S REPRESENTATIVE. AS -BUILT DRAWINGS SHALL BE KEPT CURRENT AND SHALL BE PRESENTED TO THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO BACKFILLING MAINLINE OR OTHERWISE COVERING ANY ITEMS REQUIRED TO BE RECORDED. AS -BUILT DRAWINGS SHALL BE TURNED OVER TO THE OWNER'S REPRESENTATIVE PRIOR TO ACCEPTANCE FOR THE START OF MAINTENANCE. TURN -OVER ITEMS CONTRACTOR SHALL TURN OVER THE FOLLOWING ITEMS TO THE OWNER'S REPRESENTATIVE PRIOR TO ACCEPTANCE FOR THE START OF MAINTENANCE: 2 EA. QB44KAT10 QUICK COUPLER KEYS. 1 EA CALSENSE RADIO REMOTE MODEL RRe TRAN. THESE ITEMS MAY BE USED BY THE CONTRACTOR PRIOR TO TURN -OVER PROVIDED THEY ARE KEPT IN "LIKE NEW" CONDITION, TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. 1 12" MAXA a" uee. QUICK COUPLER VALVE NOTES r 2" IN SHRUB AREAS, FLUSH IN LAWN AREAS. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL, E7 e 1; PRESSURE LOSS Sta.4 - 14 GPM Hunter PCN -50 Bubbler Static pressure (Per SDWD) 2" Water Meter (Recycled) Mainline ball valve WattFBV -3C -SS Yardney MCS2 basket strainer Pressure regulator 1.5" Zurn - Wilkins 500XL -HLR MV Hunter IBV- 101G -FS -R (1 ") FM - Calsense FM -1 B Mainline ball valve WattFBV -3C -SS Mainline 1 -1/4" (640 I.f. - Schd 40 PVC - 14 GPM) Manifold angle valve - 1" Buckner - Superior VBM -NPH Control valve IBV- 101G -FS -R (1 ") 1 -1/4" lateral (14 I.f. - Schd 40 PVC - 12 GPM) 1" lateral (32 Lf. - Schd 40 PVC - 10 GPM) 3/4" lateral (100 I.f. - Schd 40 PVC - 8 GPM) 1/2" lateral (40 I.f. - Schd 40 PVC - 4 GPM) Pressure loss subtotal 20% fitting loss Total system loss Pressure required at head Residual 85.00 00.40 00.03 02.00 03.50 03.00 00.50 00.01 07.49 00.50 03.00 00.12 00.76 05.12 02.23 28.66 05.73 34.39 40.00 10.61 O1 FINISH GRADE/rOP OF MULCH 5 8 O 8 9 O VALVE BOX WITH PURPLE COVER RAIN BIRD VB -STDP O 30 -INCH LINEAR LENGTH OF WIRE, COILED ® WATERPROOF CONNECTION: SPEARS 90�0 DS -100 W/ DS -300 SEALANT O5 CONDUITS IN SERIES FROM CONTROLLER TO EACH VALVE BOX. © ID TAG REMOTE CONTROL VALVE: PVC SCH 40 MALE ADAPTOR LATERAL PIPE 10 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 11 PVC SCH 40 ELL 12 PVC SCH BO NIPPLE (2 -INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL 13 PVC SCH 40 TEE 14 MAINLINE PIPE 15 3 -INCH MINIMUM DEPTH OF 3/4 -INCH 8 WASHED GRAVEL CONTROL VALVE DETAIL 2" IN TURF AREAS (D SHRUB /GROUND COVER. 4° IN SHRUB AREAS 2 e y 7 $ @ FINISH GRADE /TOP OF MULCH 1 /2" @ ANGLE VALVE PER LEGEND. O POP -UP SPRAY OR ROTOR NOTES @6' MIN. DEPTH WASHED GRAVEL ° 2" IN SHRUB AREAS, FLUSH IN LAWN AREAS. SPRINKLER (2)MAINLINE FITTING. Elbow or Tee HUNTER 1/2" SWING JOINT SJ512 @PVC Pipe to Control Volve manifold and /or QCV. @COMPACTED EARTH. OR 3/4" SWING JOINT SJ712 AS REQUIRED TO MATCH SPRINKLER INLET SIZE. s �✓ PVC SCH. 40 S X S X T TEE OR S X T ELL FITTING - LATERAL X SPRINKLER INLET SIZE. r°o PVC LATERAL PIPE. �T GRASS. LJ WALK OR CURB 4 5 6 @ UNDISTURBED SOIL. 1® ANTI-DRAIN VALVE AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. POP -UP DETAIL DRIP CONTROL VALVE ASSEMBLY (a) FINISH GRADE/TOP OF MULCH O2 VALVE BOX WITH PURPLE COVER: RAIN BIRD VB -STDP O 30 -INCH LINEAR LENGTH OF WIRE, COILED ® WATERPROOF CONNECTION: RAIN BIRD DB SERIES O CONDUITS IN SERIES FROM CONTROLLER TO EACH VALVE BOX. © ID TAG O REMOTE CONTROL VALVE: PRESSURE REGULATING QUICK CHECK OBASKET FILTER: RAIN BIRD PRB -OKCHK -100 O PVC SCH 40 FEMALE ADAPTOR 10 LATERAL PIPE 11 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 12 PVC SCH 40 ELL 13 PVC SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL 14 PVC SCH 40 TEE 19 MAINUNE PIPE 16 3 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL (DID" ROUND VALVE BOX: RAIN BIRD VB- 10RND -B WITH V13- 10RNDP -L PURPLE COVER. HEAT BRAND 'AV ONTO LID. ® FINISH GRADE/TOP OF MULCH. @ ANGLE VALVE PER LEGEND. ®BRICK SUPPORTS. 4 REQUIRED. NOTES @6' MIN. DEPTH WASHED GRAVEL ° 2" IN SHRUB AREAS, FLUSH IN LAWN AREAS. e@ PVC MAINLINE PIPE (Depth per specs.). (2)MAINLINE FITTING. Elbow or Tee USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. @PVC Pipe to Control Volve manifold and /or QCV. @COMPACTED EARTH. ANGLE VALVE "DO NOT DRINK" SIGN (TYPICAL) RECLAIMED 1 5v� T 5[FIFN-F FffP3L WATFr MAINUN� �2" POTABLE MAINLINE CROSSING SIDEWALK- - "�`-.- -METER SOX NTH METE CURB 4" APPROX. B" POTABLE SERWGE LINE 12' N NIMUM 1O' MINIMUM WATER IRRIGATION MAINLINE WITH SLEEVE RECLAIMED WATER IRRIGATION MAINLINE WATH SLEEVE NOTE, VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PM OF A POTABLE WATER LINE, INSTALLATION OF RECLAIMED WATER IIIOATION MAINLINE 24" FROM FACE O; SIDEWALK WILL PROMDE THE NECESSARY 1D' HORIZONTAL CLEARANM FROM THE POTABLE MAINLINE IN W STREET. POTABLE SERVICE LINE CROSSING * 0 II AUGU5T 25, 2014 67n gAKITA FF nR 0 z s a , . ao a 680 SANTA FE DR. A . �Xl5f, WAIN5 C 3) 692 SANTA FE DR. 516K-PbTANC� M. a. d a �a. L�\ A; FE DRIVE L 6 NP AUGU5T 25, 2014 L. CIFNP D PALM VHF D p001' PALL D P ANINC1 PIT - 5ANn SACK LL D NAfivF 501 D 3" Nn5 51.0M 12PAIN PIPF W/ SOCK AN CAP D POMP, C 4 RAJ (PIPING NOf 5HOWN) D Cupp D 5MWA r REVISIONS I APPROVED I DATE ( R FLRENCLS I DATE I BENCHMARK SCALE I " =IQ' Q SHRUB OR VINE PER PLAN. Q EARTH WATERING BASIN (RAKE SMOOTH PRIOR TO COBBLE INSTALLATION. FINISH GRADE. O ROOTBALL (SET CROWN +1" ABOVE FINISH GRADE). O COMPACTED BACKFILL MIX (PER PLANTING SPECS. /NOTES). Q UNDISTURBED NATIVE SOIL. 5 l l A N 6 fAIL L G Nn Ci5tu5 ' 5un5et' ( 159 / 5q) Arizona liver Rock � -6' 1 �ANb5CAPF N0T�5 1. CONTRACTOR SHALL REVIEW PLANTING SPECIFICATIONS & DETAILS BEFORE BEGINNING WORK. 2. CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH CONDITIONS UNDER WHICH WORK IS TO BE DONE PRIOR TO BIDDING. 3. ALL WORK WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF ENCINITAS AND THE TECHNICAL SPECIFICATIONS FOR THE PROJECT. 4. CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO BEGINNING WORK. 5. FINISH GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER, AND TO MAINTAIN A MINIMUM OF 2% DRAINAGE AWAY FROM STRUCTURES. 6. OWNER'S REPRESENTATIVE SHALL APPROVE ALL FINISH GRADING PRIOR TO PLACEMENT OF ANY PLANT MATERIAL. 7. CONTRACTOR SHALL IMMEDIATELY, UPON THE AWARD OF THE CONTRACT, ORDER, LOCATE, AND SECURE ALL PLANT MATERIAL REQUIRED BY THESE PLANS AND SPECIFICATIONS. PLANT MATERIAL SHALL BE GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE OF THE PROJECT SITE. 8. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE FOR OBSERVATION AT THE FOLLOWING TIMES: • MAINLINE PRIOR TO BACKFILL AND PRESSURE TEST • LATERAL LINES PRIOR TO BACKFILL • CONTROL WIRES PRIOR TO BACKFILL • IRRIGATION COVERAGE PRIOR TO PLANT PLACEMENT • PLANT APPROVAL UPON DELIVERY TO THE SITE • PLANT SPOTTING PRIOR TO PLANTING • PRE — MAINTENANCE APPROVAL • POST— MAINTENANCE APPROVAL 10. SOIL AMENDMENTS TYPES AND QUANTITIES WILL BE BASED ON SOIL ANALYSIS PROVIDED BY CONTRACTOR, DONE BY A CERTIFIED LABORATORY AS APPROVED BY THE OWNER'S REPRESENTATIVE. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM TWO LOCATIONS IN DIFFERENT AREAS OF THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. THE LABORATORY REPORT SHALL INCLUDE SOIL FERTILITY, AGRICULTURAL SUITABILITY, ORGANIC CONTENT, MAJOR AND MINOR NUTRIENTS, PH, EC, SOIL TEXTURE, AND RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATION. CONTRACTOR SHALL FURNISH OWNER'S REPRESENTATIVE WITH A COPY OF THE TEST RESULTS AND RECEIVE WRITTEN APPROVAL FOR PROPOSED AMENDMENTS AND SOIL PREPARATION PRIOR TO INSTALLATION. 11. SOIL AMENDMENTS ARE TO BE MIXED THOROUGHLY INTO THE TOP SIX (6) INCHES OF SOIL THROUGHOUTTHE SITE, EXCEPT ON SLOPES GREATER THAN 3:1. APPROVALS 12. SHRUB PLANTING BACKFILL MIX SHALL BE PER CUBIC YARD: • 70% NATIVE SOIL • 30 %COMPOST • 8 LBS GRO —POWER PLUS • 20 LBS WORM GOLD • 10 LBS AGRICULTURAL GYPSUM 14. PALM PLANTING BACKFILL MIX SHALL BE PER CUBIC YARD: • 90% WASHED SHARP SAND • 10% COMPOST • 8 LBS GRO —POWER PLUS • 20 LBS WORM GOLD • 10 LBS AGRICULTURAL GYPSUM 15. THOROUGHLY BLEND THE ABOVE AT A CENTRAL ON —SITE LOCATION PRIOR TO USE. 16. ALL ROCKS AND DEBRIS LARGER THAN ONE INCH SHALL BE REMOVED FROM PLANTING AREAS AND FROM THE SITE. 17. PRIOR TO BEGINNING THE PLANTING OPERATION, IRRIGATE ALL PLANTING AREAS NORMALLY FOR TWO WEEKS TO GERMINATE WEEDS. APPLY MONSANTO'ROUND —UP' OR EQUAL TO WEEDS ONLY PER LABEL DIRECTIONS. REPEAT PROCESS IF WEEDS PERSIST. 18. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL BE THOROUGHLY WATERED. 19. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY OWNER'S REPRESENTATIVE DUE TO CONDITION, FORM, OR DAMAGE, BEFORE OR AFTER PLANTING. 20. PLANTING TABLETS SHALL BE GRO —POWER PLANTING TABLETS 12 -8 -8 (12 MONTH SLOW RELEASE FORMULATION). 21. ALL PLANTING SHALL BE GUARANTEED THROUGH THE ESTABLISHMENT PERIOD. THE ESTABLISHMENT PERIOD SHALL BE 90 DAYS. TREES AND SHRUBS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING ON THE DATE OF FINAL ACCEPTANCE AT THE CONCLUSION OF THE ESTABLISHMENT PERIOD. 22. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE ENTIRE SITE, INCLUDING ADJACENT SIDEWALKS, CURB AND GUTTER, IN A CLEAN, WEED —FREE, AND DEBRIS —FREE CONDITION THROUGHOUT THE ESTABLISHMENT PERIOD. CI TY OF EN CI N I TA S ENGINEERING DEPARTMENT I CI'A "WI`vC NO. RECOMMENDED APPROVED - PUBLIC IMPROVEMENT PLANS FOR: SANTA FE DRIVE NORTH SIDEWALK BY: 4 BY: Z14 LANDSCAPE PLAN DATEo Lb -Z/ ^/¢ DATE: S' 7, - /.S WORK PROJECT NO. C�0713 HSIPI.. 446 (01 L�d RIE * SHEET 17 OF 17 AGU5f 25, 2014 Bougainvillea ' forck Glow' C 8 / 15g) �qave ' Nue Glow' ( 8� / 501) Ci5tu5 ' 5un5et' ( 159 / 5q) Arizona liver Rock � -6' 1 �ANb5CAPF N0T�5 1. CONTRACTOR SHALL REVIEW PLANTING SPECIFICATIONS & DETAILS BEFORE BEGINNING WORK. 2. CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH CONDITIONS UNDER WHICH WORK IS TO BE DONE PRIOR TO BIDDING. 3. ALL WORK WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF ENCINITAS AND THE TECHNICAL SPECIFICATIONS FOR THE PROJECT. 4. CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO BEGINNING WORK. 5. FINISH GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER, AND TO MAINTAIN A MINIMUM OF 2% DRAINAGE AWAY FROM STRUCTURES. 6. OWNER'S REPRESENTATIVE SHALL APPROVE ALL FINISH GRADING PRIOR TO PLACEMENT OF ANY PLANT MATERIAL. 7. CONTRACTOR SHALL IMMEDIATELY, UPON THE AWARD OF THE CONTRACT, ORDER, LOCATE, AND SECURE ALL PLANT MATERIAL REQUIRED BY THESE PLANS AND SPECIFICATIONS. PLANT MATERIAL SHALL BE GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE OF THE PROJECT SITE. 8. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE FOR OBSERVATION AT THE FOLLOWING TIMES: • MAINLINE PRIOR TO BACKFILL AND PRESSURE TEST • LATERAL LINES PRIOR TO BACKFILL • CONTROL WIRES PRIOR TO BACKFILL • IRRIGATION COVERAGE PRIOR TO PLANT PLACEMENT • PLANT APPROVAL UPON DELIVERY TO THE SITE • PLANT SPOTTING PRIOR TO PLANTING • PRE — MAINTENANCE APPROVAL • POST— MAINTENANCE APPROVAL 10. SOIL AMENDMENTS TYPES AND QUANTITIES WILL BE BASED ON SOIL ANALYSIS PROVIDED BY CONTRACTOR, DONE BY A CERTIFIED LABORATORY AS APPROVED BY THE OWNER'S REPRESENTATIVE. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM TWO LOCATIONS IN DIFFERENT AREAS OF THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. THE LABORATORY REPORT SHALL INCLUDE SOIL FERTILITY, AGRICULTURAL SUITABILITY, ORGANIC CONTENT, MAJOR AND MINOR NUTRIENTS, PH, EC, SOIL TEXTURE, AND RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATION. CONTRACTOR SHALL FURNISH OWNER'S REPRESENTATIVE WITH A COPY OF THE TEST RESULTS AND RECEIVE WRITTEN APPROVAL FOR PROPOSED AMENDMENTS AND SOIL PREPARATION PRIOR TO INSTALLATION. 11. SOIL AMENDMENTS ARE TO BE MIXED THOROUGHLY INTO THE TOP SIX (6) INCHES OF SOIL THROUGHOUTTHE SITE, EXCEPT ON SLOPES GREATER THAN 3:1. APPROVALS 12. SHRUB PLANTING BACKFILL MIX SHALL BE PER CUBIC YARD: • 70% NATIVE SOIL • 30 %COMPOST • 8 LBS GRO —POWER PLUS • 20 LBS WORM GOLD • 10 LBS AGRICULTURAL GYPSUM 14. PALM PLANTING BACKFILL MIX SHALL BE PER CUBIC YARD: • 90% WASHED SHARP SAND • 10% COMPOST • 8 LBS GRO —POWER PLUS • 20 LBS WORM GOLD • 10 LBS AGRICULTURAL GYPSUM 15. THOROUGHLY BLEND THE ABOVE AT A CENTRAL ON —SITE LOCATION PRIOR TO USE. 16. ALL ROCKS AND DEBRIS LARGER THAN ONE INCH SHALL BE REMOVED FROM PLANTING AREAS AND FROM THE SITE. 17. PRIOR TO BEGINNING THE PLANTING OPERATION, IRRIGATE ALL PLANTING AREAS NORMALLY FOR TWO WEEKS TO GERMINATE WEEDS. APPLY MONSANTO'ROUND —UP' OR EQUAL TO WEEDS ONLY PER LABEL DIRECTIONS. REPEAT PROCESS IF WEEDS PERSIST. 18. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL BE THOROUGHLY WATERED. 19. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY OWNER'S REPRESENTATIVE DUE TO CONDITION, FORM, OR DAMAGE, BEFORE OR AFTER PLANTING. 20. PLANTING TABLETS SHALL BE GRO —POWER PLANTING TABLETS 12 -8 -8 (12 MONTH SLOW RELEASE FORMULATION). 21. ALL PLANTING SHALL BE GUARANTEED THROUGH THE ESTABLISHMENT PERIOD. THE ESTABLISHMENT PERIOD SHALL BE 90 DAYS. TREES AND SHRUBS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING ON THE DATE OF FINAL ACCEPTANCE AT THE CONCLUSION OF THE ESTABLISHMENT PERIOD. 22. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE ENTIRE SITE, INCLUDING ADJACENT SIDEWALKS, CURB AND GUTTER, IN A CLEAN, WEED —FREE, AND DEBRIS —FREE CONDITION THROUGHOUT THE ESTABLISHMENT PERIOD. CI TY OF EN CI N I TA S ENGINEERING DEPARTMENT I CI'A "WI`vC NO. RECOMMENDED APPROVED - PUBLIC IMPROVEMENT PLANS FOR: SANTA FE DRIVE NORTH SIDEWALK BY: 4 BY: Z14 LANDSCAPE PLAN DATEo Lb -Z/ ^/¢ DATE: S' 7, - /.S WORK PROJECT NO. C�0713 HSIPI.. 446 (01 L�d RIE * SHEET 17 OF 17 AGU5f 25, 2014