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6772 GENERAL IMPROVEMENT NOTES PLANS FOR THE CONSTRUCTION OF LOCATION ONE 1 R ANY WORK P C N E NGINEE RI NG NT WITHIN THE STREET RIGHT-OF-WAY. NO FEE E WILL BE CHARGED PERMIT. PAUL ECKE CENTRAL ELEMENTARY r 3 PE � y r .. 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THESE PLANS AND AS psi APPROVED BY THE CITY OF ENCINITAS. -�.6 Lxrc xiix gWa wife 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL SAFE ROUTES TO SCHOOL I U OF AND CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. t 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED NOTIFICATIONS LOCATION TWO ti A s I CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, AND PAVING. 1 N _ I `' sANMARCOS V 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE 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 PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE s 78 j CAR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE THERE ARE NO EXISTING UTILITIES EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: -SAN escoNUrvo PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES I TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD n OR NOT SHOWN ON THESE PLANS. 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 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR c0 ENCEVrrAS I 00 CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND COMMENCEMENT OF WORK: FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF m E nra� Deed REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. a" RANCHO A. SEWERS- LEUCADIA WASTEWATER DISTRICT z 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS &ELECTRIC COMPANY PRIOR TO B. GAS & ELECTRIC- SAN DIEGO GAS & ELECTRIC BERNARDO souNA 15 STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH C. WATER- SAN DIEGUITO WATER DISTRICT REACH sy I Z COMPANY REPRESENTATIVES: D. TELEPHONE- AT &T DIGALERT (800) 422 -4133 7 NOTICE: E. CABLE TV- COX CABLE s I ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE F. RECLAIMED WATER- SAN ELIJO JPA E °war ry :,";r Jmmn sr "UNDERGROUND AND OVERHEAD INSTALLATIONS ". FOR LOCATION DEL &I. le - b I J OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES SITE AR CONTACT THE SAN DIEGO GAS &ELECTRIC COMPANY. 2. THE CONTRACTOR SHALL GIVE 48 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) LOCATION THREE 'J O TELEPHONE: (800) 422 - 4133. 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO aos 8. THE CONTRACTOR SHALL NOTIFY THE AT &T COMMUNICATIONS COMPANY PRIOR TO REJECTIONS AND REMOVAL. s STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WORK WITH COMPANY REPRESENTATIVES. 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (1- 800 - 422 -4133) NOT J 52 V '� y NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE LESS THAN THREE (3) WORKING DAYS PRIOR TO CONDUCTING ANY EXCAVATION WORK ON THIS ?6NOi A/ ^ PAUL ECKE CENTRAL Q "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND PROJECT. THIS REQUIREMENT SHALL EXTEND TO EXCAVATION WORK CONDUCTED WITHIN THE PUBLIC 15 LOCH TION MAP ELEMENTARY F- APPURTENANCES CONTACT THE AT &T COMMUNICATIONS RIGHT -OF -WAY AND TO EXCAVATION WORK CONDUCTED ON PRIVATE PROPERTY. 6 8 LA MESA NO SCALE CO 1 9. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO 0 WATER DISTRICT PRIOR TO STAR77NG EROSION CONTROL ti SAN 94 WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY IEGO REPRESENTATIVES. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHIELDS AT (760) 633 -2778) NATIONAL CrTY NOTICE. FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN THE CORONAD 805 PROJECT AREA. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MAKE AVAILABLE AT ALL TIMES DURING Q TELEPHONE. (760) 633 -2709 THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT 54 LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 10. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. J. CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND OBTAIN NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES CONTACT COX APPROVAL FROM THE CITY ENGINEER PRIOR TO THE START OF ANY WORK. DEVICES SHOWN IN THE VISTA LIST OF ABBREVIATIONS CABLE TELEVISION COMPANY. SWPPP SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. Q TELEPHONE: (760) 806 -9809 (EXT 2294) S WATER SERVICE & SEWER LATERAL NOTE: FOR ABBREVIATIONS NOT LISTED BELOW, PLEASE REFER TO THE 11. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SAN YSIDRO IF AT ANY TIME DURING CONSTRUCTION THE GREENBOOK (2009 EDITION) SECTION 1 -3; ABBREVIATIONS. SATISFACTION OF THE CITY ENGINEER AFTER RUN -OFF PRODUCING RAINFALL. S . A. CONTRACTOR HITS OR IDENTIFIES A WATER SERVICE >- U . IN PLACE. NO LANDSCAPING OR IMPROVEMENTS SHALL BE ALTERED OR REMOVED MEXICO OR SEWER LATERAL TO BE IN CONFLICT WITH THE AB= AGGREGATE BASE N'LY= NORTHERLY WITHOUT PRIOR WRITTEN APPROVAL OF THE CITY. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY PROPOSED CONSTRUCTION OF THE PLANS, THEN THE AC= ASPHALT CONCRETE NO.= NUMBER 12. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES VICINITY MAP CONTRACTOR SHALL REPAIR THE SERVICE OR AP =ANGLE POINT NTS =NOT TO SCALE Q WHICH MAY ARISE. NO SCALE LATERAL IN KIND IMMEDIATELY. AVE.= AVENUE RT =RIGHT IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A REGISTERED BC= BEGINNING OF CURVE R /W= RIGHT -OF -WAY z CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING OR A LICENSED LAND 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SURVEYOR. PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. SHEET INDEX: BCR =BEGIN CURB RETURN PB= PULL BOX W BEG =BEGIN PCC= PORTLAND CEMENT CONCRETE 13. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR 1. 7171E SHEET BL= BASELINE PG= PERFORMANCE GRADED 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP SHALL BE INCORPORATED 2. LEGEND, TYPICAL SECTIONS, AND CONSTRUCTION NOTES B.M.= BENCHMARK PI =POINT OF INTERSECTION PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL HEREON. PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 4. D ETAILS OCATION 1 - HYGEIA AVENUE; PLAN AND PROFILE, FROM LEUCADIA BOULEVARD TO JACOB STREET BO= BLOW -OFF VALVE PMAC= POLYMER MODIFIED ASPHALT W ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE, THE SAN DIEGO REGIONAL 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT 5. LOCATION 2 - HYGEIA AVENUE, PLAN AND PROFILE, FROM CALLE DE SERENO TO 200' SOUTH OF CEREUS STREET BOW =BACK OF SIDEWALK CONCRETE MIXES STANDARD DRAWINGS (LATEST EDITION), AND THE SPECIAL PROVISIONS FOR THIS PROJECT. THE CONCLUSION OF EACH WORK DAY. 6. LOCATION 2 - CEREUS STREET,• PLAN AND PROFILE, FROM HYGEIA AVENUE TO HERMES AVENUE BVC =BEGIN VERTICAL CURVE PP =POWER POLE J FROM UNION STREET TO 400' SOUTH OF UNION STREET C &G =CURB AND GUTTER PRC =POINT OF REVERSE CURVATURE PLAN AND PROFILE, 14. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT -OF -WAY DESIGNATED TO BE REMOVED 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN IN THE APPROVED SWPPP SHALL BE IN PLACE AT THE 7. LOCATION 3 - VULCAN AVENUE; Q • SHALL BE SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE END OF EACH WORKING DAY W 8. LOCATION 3 - UNION STREET, PLAN AND PROFILE, FROM VULCAN AVENUE TO 250' EAST OF VULCAN AVENUE CF =CURB FACE PREV = PREVIOUS WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY C1 =CAST IRON PROP= PROPOSED IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT -OF -WAY, THAT ARE NOT DESIGNATED TO BE PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. CI =CURB INLET PT =POINT REMOVED, THAT ARE DAMAGED BY THE CONSTRUCTION OF THE PROJECT SHALL BE LEUCADIA WASTEWATER DISTRICT GENERAL NOTES -CL= CENTERLINE PVC = POLYVINYL CHLORIDE z REPAIRED BY THE CONTRACTOR AT NO COST TO THE CITY. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPE SHALL BE STABILIZED WITH BONDED FIBER CLF =CHAIN -LINK FENCE PVI =POINT VERTICAL INFLECTION Lll 15. THE CONTRACTOR SHALL POTHOLE ALL EXISTING SEWER LATERALS AND WATER SERVICES 1. LIND APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM CO= CLEANOUT PVMT= PAVEMENT U PRIOR TO COMMENCEMENT OF CONSTRUCTION. ONLY THESE SEWER LATERALS AND WATER MATRIX PER CASQA DETAIL EC -3 OF THE CONSTRUCTION STORM WATER. BEST MANAGEMENT RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. PRACTICE HANDBOOK CONC= CONCRETE R= RADIUS SERVICES THAT WILL BE IN CONFLICT WITH THE SEWER CONSTRUCTION WILL BE DIA= DIAMETER RDWY = ROADWAY Ld RECONSTRUCTED AS INDICATED ON THE PLANS AND AS DIRECTED BY THE ENGINEER. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER DIST= DISTANCE STY= SOUTHERLY Y 16. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTION REQUIRED TO PROTECT ADJACENT CONTRACTORS RESPONSIBILITIES THE REGIONAL DRANN SE MOST EDITIONS I N I CATI THE E VENT OF CONFLICTT LWD S WER STANDARDS GOVERND DL= DAYLIGHT SCO =SEWER CLEAN OUT U PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE DWG = DRAWING SD =STORM DRAIN �f REPLACED OR REPAIRED TO THE SATISFACTION OF THE ENGINEER. 1. THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES. THE CONTRACTOR SHALL CONSTRUCT AND 13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS DWY= DRIVEWAY SDWD =SAN DIEGUITO WATER DISTRICT MAINTAIN ALL SAFETY DEVICES AS APPROVED BY THE CITY ENGINEER, INCLUDING SHORING, AND SHALL EC =END OF CURVE SDRSD =SAN DIEGO REGIONAL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATI_, AND FEDERAL SAFETY AND HEALTH SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING UTILITIES J 17. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR ECR =END CURB RETURN STANDARD DRAWINGS INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE STANDARDS, LAWS, AND REGULATIONS. E'LY= EASTERLY SF= SQUARE FOOT STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE SHT =SHEET Q AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 2. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE' RESPONSIBILITY FOR JOB SITE CONDITIONS DURING PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES EL= ELEVATION THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS NOT SHOWN. ELEC = ELECTRIC SMH =SEWER MANHOLE 18. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. ELEV = ELEVATION SR =STATE ROUTE HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 4:00 P.M. AND 14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EP =EDGE OF PAVEMENT ST= STREET 7.30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONUMENTATION AND /OR ANY BENCHMARKS WHICH EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. EVC =END VERTICAL CURVE ST LT= STREET LIGHT WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND EX= EXISTING STA= STATION 19. EXCEPT WHEN WORK D BEING DONE ON DRIVEWAYS, THE CONTRACTOR SHALL MAINTAIN REPLACED WITH APPROPRIATE MONUMENTATION SET BY A STATE OF CALIFORNIA LICENSED LAND 23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES. EXIST= EXISTING STD = STANDARD ACCESS TO PRIVATE DRIVEWAYS AT ALL TIMES. SURVEYOR OR A STATE OF CALIFORNIA REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SW= SIDEWALK Q FH =FIRE HYDRANT � 20. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE CITY ENGINEER OF WORK SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE FL =FLOW LINE SWR =SEWER _ PRIOR TO MAKING CHANGES IN THE FIELD. LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER, AS REQUIRED BY THE LAND SURVEYORS SAN DIEGUITO WATER DISTRICT NOTES FS= FINISHED SURFACE TB =TOP OF BERM z ACT. GB =GRADE BREAK TC =TOP OF CURB 21. NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER THESE GENERAL 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE GV =GATE VALVE TEL = TELEPHONE U NOTES IN CASE OF CONFLICT. 4. THE LOCATION OF EXISTING BUILDINGS SHOWN ON THESE PLANS ARE APPROXIMATE. LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF , ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS GW =GUY WIRE TRNS = TRANSITION z 5. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE AND LOCATE ALL EXISTING SUBSURFACE UTILITIES, OF THIS PROJECT. HCR= HANDICAPPED RAMP TTCP= TEMPORARY TRAFFIC LLJ PRIOR TO THE START OF DEMOLITION OR CONSTRUCTION. ANY EXISTING UTILITIES THAT REQUIRE HP =HIGH POINT CONTROL PLAN NOTE. REMOVAL OR RELOCATION SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY AGENCY PRIOR TO 2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION INFO = INFORMATION TV= TELEVISION THE CONTRACTOR SHALL USE EXTREME CAUTION IN PROTECTING THE BEGINNING OF CONSTRUCTION. IF DURING POTHOLING THE CONTRACTOR DISCOVERS A POTENTIAL SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE IV= IRRIGATION VALVE TVPB = TELEVISION PULL BOX Q ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROJECT CONFLICT BETWEEN PROPOSED UTILITIES AND EXISTING UTILITIES, THE CONTRACTOR SHALL SHOWN ON IMPROVEMENT PLANS. SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO L= LENGTH TYP= TYPICAL INCLUDING PCC IMPROVEMENTS, IRRIGATION FACILITIES AND IMMEDIATELY NOTIFY THE CITY. THE CONTRACTOR SHALL ALLOW AMPLE TIME FOR REVISIONS TO BE WATER DISTRICT. LT =LEFT VC= VERTICAL CURVE APPURTENANCES, TREES, SHRUBS, LANDSCAPING, INK PARKWAY MADE TO THE PLANS TO AVOID CONFLICTS PRIOR TO 1NE START OF UTILITY INSTALLA170N. MAX = MAXIMUM W'LY= WESTERLY DRAINS, WALKWAYS, BRICK WORK ETC. CONTRACTOR SHALL BE 3. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. (- RESPONSIBLE FOR REPLACING DAMAGED IMPROVEMENTS IN KIND 6. THE CONTRACTOR SHALL REQUEST MARKOUT OF EXISTING UNDERGROUND UTILITIES BY CALLING THE MB= MAILBOX WM =WATER METER AS A RESULT OF CONSTRUCTION OPERATION. LISTED REGIONAL NOTIFICATION CENTER FOR AN INQUIRY IDENTIFICATION NUMBER, AT LEAS (3) DAYS MIN= MINIMUM W MH =WATER MANHOLE U PRIOR TO START OF ANY CONSTRUCTION. BASIS OF BEARINGS NAD 83 (1991.35 EPOCH) MUTCD= MANUAL OF UNIFORM WV =WATER VALVE LEUCADIA WASTEWATER DISTRICT TRAFFIC CONTROL DEVICES NOTE TO CONTRACTOR FOR THIS SURVEY IS THE LINE BETWEEN: OFESSI SAN DIEGUITO WATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL "ENC -32 ", N 1961735.615', E 6242241.939' , RECORD OF SURVEY 18416; oQR s Oe N41 THE LOCATIONS AND SIZES OF THE EXISTING UTILITIES SHOWN HEREON HAVE BEEN OBTAINED FROM APPROVED BY: LWD DISTRICT ENGINEER 2" SO. CO. ENG. DEPT. BRASS DISK IN TOP OF CURB EAST SIDE OF VULCAN AVE. 200 FEET NORTH OF 'E' ST. & ����° RAF Fy N c / AVAILABLE RECORDS AND ARE SHOWN FOR THE BENEFIT OF THE CONTRACTOR. ACTUAL LOCATIONS "134WCCS1 ", N 1968854.614', E 6242001.192 ", RECORD OF SURVEY 18416 coo 3 3i o m -' -2� O� AND SIZES MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IT IS THE 2 1/2" DISK IN SIDEWALK AT S.E. QUAD. OF LEUCADIA BLVD. AND ORPHEUS AVE. NO. 059991 NAME RCE DA TE12 CONTRACTORS RESPONSIBILITY TO TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL * EXP. 6 -30 -10 REVIEWED BY: DATE: a &_ L � /��O UNDERGROUND AND OVERHEAD STRUCTURES WHETHER SHOWN OR NOT ON THESE DRAWINGS. SAID BEARING BEING: N 01'56'13" W s 9 cIVIL APPROVAL EXPIRES TWO YEARS FROM DATE SIGNED FIRM EXP. DATE I of cA'0 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY. CHECKED BY: APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. B.P.P. B.P. P. E. S. G. BENCHMARK: 134WCCS1 PLAN PARED UNDER SUPERVISION OF RECOMMEN D APPR VED PUBLIC IMPROVEMENT PLANS FOR: DESCRIPTION: 2 112" DISK STAMPED 134WCCS7 HORIZONTAL 1 ° =20' HARRIS &ASSOCIATES / f l /7/ 01 / PAUL ECKE CENTRAL ELEMENTARY SAFE ROUTES TO SCHOOL 0076 -SI DATE: LOCATION: IN SIDEWALK AT S.E. QUAD. 750 B Street, Suite 1800 By . By. OF LEUCADIA BLVD. AND ORPHEUS AVE. VERTICAL 1 " =4' San Diego, CA 92101 -8169 R.C.E. NO. 59991 LEROY BODA RCE 2312 PETER COTA- , RO BB, L L ES, RCE 52176 TITLE SHEET RECORD OF SURVEY 18416 (619) 236 -1778 FAX (619) 236 -1179 E A R ES NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText