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2021-SI-122 (Plans)WORK TO BE DONE 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 ALL NECESSARY PRECAUTIONS 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 WHICH IS DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REESTABLISHED AND REPLACED BY A STATE OF CALIFORNIA REGISTERED CIVIL ENGINEER OR 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 RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY HEALTH STANDARDS, LAWS, AND REGULATIONS. 6. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (X) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 4:00 PM AND 7:30 AM 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 SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT 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 REVISION'S TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 12. A. 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 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 COX COMMUNICATIONS 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 PRIOR TO STARTING WORK NEAR COMPANY FACILITIES (RECLAIMED WATER) AND SHALL COORDINATE SAID WORK WITH STAFF REPRESENTATIVES. 1- 760 - 753 -6203 (EXT. 32) 13. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS TO REMAIN 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 PUBIC 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. 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: SEWERS - ENCINITAS - (760) 753 -5018 GAS & ELECTRIC - SDGE - (760) 438 -6200 WATER - SAN DIEGUITO WATER DISTRICT - (800) 227 -2600 TELEPHONE - SBC BELL - (760) 489 -3411 CABLE TV - COX COMMUNICATIONS - (760) 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. PLANS FOR THE CONSTRUCTION OF B STREET SIDEWALK IMPROVEMENTS IN THE CITY OF ENCINITAS n S74 J w 0 zl U w CRI(`[NIITA C VICINITY MAP NOT TO SCALE PROJECT LOCATION NORTH SIDE OF B STREET FROM THE ALLEY WEST OF SOUTH COAST HIGHWAY 101 AND EAST OF 2ND STREET TOWARDS THE NORTH WESTERLY CURB RETURN OF 4TH STREET AND B STREET. SHEETINDEX SHEET DESCRIPTION 1 TITLE SHEET 2 ABBREVIATIONS, LEGEND AND NOTES 3 B STREET TYPICAL SECTIONS 4 DEMOLITION PLAN - STA 10 +00 TO 14 +75 5 DEMOLITION PLAN - STA 14 +75 TO 19 +25 6 IMPROVEMENT PLAN - STA 10 +00 TO 14 +75 7 IMPROVEMENT PLAN - STA 14 +75 TO 19 +25 8 CURB DATA TABLES 9 PLAN AND PROFILE - STA 10 +00 TO 12 +50 10 PLAN AND PROFILE - STA 12 +50 TO 15 +00 11 PLAN AND PROFILE - STA 15 +00 TO 17 +50 12 PLAN AND PROFILE - STA 17 +50 TO 19 +00 13 PEDESTRIAN RAMP DETAILS (1 of 2) 14 PEDESTRIAN RAMP DETAILS (2 of 2) 15 RETAINING WALL PROFILES (1 of 2) 16 RETAINING WALL PROFILES (2 of 2) 17 FIBER OPTIC PLAN - STA 10 +00 TO 14 +75 18 FIBER OPTIC PLAN - STA 14 +75 TO 19 +25 19 FIBER OPTIC DETAILS 20 LANDSCAPE PLAN - STA 10 +00 TO 14 +75 21 LANDSCAPE PLAN - STA 14 +75 TO 19 +25 22 PLANTING & IRRIGATION NOTES 23 IRRIGATION WATER USAGE SCHEDULE 24 IRRIGATION DETAILS (1 of 3) 25 IRRIGATION DETAILS (2 of 3) 26 IRRIGATION DETAILS (3 of 3) IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 21.456 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 24.962 SOFT INCREASE IN IMPERVIOUS AREA: 3.506 SQFT IMPERVIOUS AREA REPLACED: 8.291 SQFT SCOPE OF WORK THE WORK CONSISTS OF CLEARING AND GRUBBING INCLUDING REMOVAL OF CONCRETE CURBS, ASPHALT CONCRETE, DRAINAGE INLETS, INSTALLING CONCRETE SIDEWALK, CURB AND GUTTER, ROLLED CURB AND GUTTER, CONCRETE CROSS GUTTER, CURB RAMPS, ROADWAY SIGNS, PAVEMENT MARKINGS, MASONRY RETAINING WALL, GRAVITY RETAINING WALLS, LANDSCAPING, IRRIGATION AND RELATED APPURTENANT WORK SHOWN WITHIN THESE PLANS. PROJECT DRAWINGS AND SPECIFICATIONS THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING DOCUMENTS: 1. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( "GREENBOOK ") 3. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARDS PLANS 4. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD SPECIFICATIONS 5. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ( MUTCD) 6. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL TO MUTCD 7. 2016 CALIFORNIA BUILDING CODE, CALIFORNIA CODE OF REGULATIONS TITLE 24 8. 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN Q 9. PROPOSED ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT -OF -WAY, JULY 2011 V GRADING -fl 1. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT W PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRIENDLY 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 SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER, AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 3. 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 ROUNDED IN ACCORDANCE WITH THE GRADING ORDNANCE. 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. SAN DIEGUITO WATER DISTRICT NOTES: 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. 2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2709. ALL WORK PREFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE - CONSTRUCTION CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER IMPROVEMENTS. PHONE: (760) 633 -2709. 4. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. 5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. 6. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 7. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT. 8. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 9. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. 10. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. 11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. 12. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. 13. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS. 14. FILL AREAS MUST BE COMPACTED TO 90 %, PRIOR TO PIPE INSTALLATION. N V'5 15092 AVENUE OF SCIENCE, SUITE 200 SAN DIEGO, CA 92128 P: 858.385.0500 WWW.NV5.COM C. 69107 * G+ v \TF OF CwFO CHANGE NO.1 DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT UtsIGNLU UT: DRAWN BY: 1 CHECKED BY: NGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. Q AS.euurs MJW THE BENCH MARK IS 2" SD. CO. ENG. PLANS PREPARED UNDER SUPERVISION OF RE ME DED: APP OVED- IMPROVEMENT PLAN FOR: DEPT. BRASS DISK, STAMPED, "HORIZ. CTR, ENC TC 2" SET IN TOP OF CURB HORIZONTAL: N/A DATE. B STREET 122 -SI EAST SIDE OF VULCAN AVENUE, 200 FEET VERTICAL: N A �/ /� R.C.E. No.: 69107 B. pMILLIGAN EDWARD J MER SIDEWALK IMPROVEMENTS NORTH OF E STREET ` ,�. �,",� L Ads �_ DATE :Q NAME DATE TA ARA C. O'NEAL EXP.: X30/2020 R.C.E. R.C.E. WORK ORDER No. - SHEET 1 OF 26 EROSION CONTROL 1. 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 ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 2. CONTRACTOR SHALL PROVIDE A 24 -HOUR TELEPHONE NUMBER AND NAME OF PERSON RESPONSIBLE FOR EMERGENCY WORK. 3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 4. 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. 5. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (407.). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE EROSION CONTROL DEVICES AS NECESSARY. 7. 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. 8. TEMPORARY EROSION CONTROL DEVISES 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. 9. EROSION CONTROL SYSTEMS SHALL BE SERVICED AND MAINTAINED TO PROVIDE CONTINUOUS CAPACITY AND ADEQUACY TO FUNCTION AS DESIGNATED. AFTER PRECIPITATION EXCEEDING ONE QUARTER (� INCH IN ANY 12 -HOUR PERIOD OR UPON THE DIRECTION OF THE CITY ENGINEER, SILT AND DEBRIS SHALL BE REMOVED FROM C+iECK DAMS. 10. 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. 11. 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. 12. STANDBY CREWS SHALL BE ALERTED BY THE CONTRACTOR FOR EMERGENCY WORK DURING RAINSTORMS. 13. GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. A STANDBY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. 14. 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 CHANCE OF RAIN IS PREDICTED. 15. A GRAVEL BAG SILT BASIN OR TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. BASIS OF COORDINATES THE COORDINATES ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 AND ARE EXPRESSED IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM 1983, ZONE VI, AT EPOCH 1991.35, AND ARE BASED ON POINT 1041 FROM THE PUBLISHED SAN DIEGO COUNTY RECORD OF SURVEY #18416. THE GRID VALUE FOR 1041= N- 1954519.319 FT, E- 6244094.667 FT. BASIS OF BEARINGS BEARINGS ARE REFERENCED TO GRID NORTH AS DEFINED BY THE CALIFORNIA COORDINATE SYSTEM 1983, ZONE VI AND ARE BASED ON THE CALCULATED LINE FROM POINT 1041 TO POINT 1042 FROM THE PUBLISHED SAN DIEGO COUNTY RECORD OF SURVEY #18416, SAID BEARING = S24° 39' 01 "E BASIS OF ELEVATION ELEVATIONS ARE REFERENCED TO NAVD88, UTILIZING GEOID12A AND DETERMINED LOCALLY BY POINT 1041 FROM THE PUBLISHED SAN DIEGO COUNTY RECORD OF SURVEY #18416 NAVD88 ELEVATION = 73.612 FT. N v 5 15092 AVENUE OF SCIENCE, SUITE 200 SAN DIEGO, CA 92128 P: 858.385.0500 WWW.NV5.COM ABBREVIATIONS LEGEND IMPROVEMENTS I TEM STD. DWG # SYMBOL 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY AT NO COST TO THE CONTRACTOR. AC ASPHALT CONCRETE APN ASSESSOR'S PARCEL NUMBER CONCRETE CURB & GUTTER SDRSD G -2 2. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL BC BOTTOM OF CURB OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT ANY WORK WITHIN BF BOTTOM OF FOOTING CURB AND GUTTER ROLLED SDRSD G -04A THE STREET RIGHT -OF -WAY AT NO COST TO THE CONTRACTOR. BW BOTTOM OF WALL C & G CURB AND GUTTER 3. ALL UNDERGROUND UTILITIES WITHIN THE RIGHT -OF WAY SHALL BE CONSTRUCTED, Z CONC CONCRETE CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERMS, CURBS, CROSS GUTTERS EC END CURVE CONCRETE SIDEWALK SDRSD G -7 AND PAVING. 1 EX EXISTING 4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL FG FINISH GRADE BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. FL FLOW LINE PAVEMENT SECTION CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING - GV GATE VALVE (4° AC / 6" CLASS II BASE) UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS LF LINEAR FEET TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. LT LEFT MILL & OVERLAY (2" MIN) 1 MH MANHOLE 5. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE REMOVED FROM WITHIN PP POWERPOLE THE AREAS TO BE PAVED. PVMT PAVEMENT RT RIGHT 'TPYE A' CURB RAMP SDRSD G -28 6. THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN SAFETY DEVICES AS APPROVED BY THE CITY ENGINEER, SDRSD SAN DIEGO REGIONAL STANDARD DRAWING INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL STA STATION LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND STD STANDARD REGULATIONS. T TELEPHONE MANHOLE TC TOP OF CURB 7. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE ; eva.•.• CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL TF TOP OF FOOTING 'TPYE D' CURB RAMP SDRSD G -31 °s 'q PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE TW TOP OF WALL LIMITED TO NORMAL WORKING HOURS. WV WATER VALVE 8. 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 STATE OF CALIFORNIA LICENSED LAND SURVEYOR OR A REGISTERED CIVIL MODIFIED 'TPYE D' CURB RAMP SDRSD G -31 ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE STATE OF CALIFORNIA LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER, AS REQUIRED BY THE LAND SURVEYORS ACT. 9. THE LOCATION OF EXISTING BUILDINGS SHOWN ON THESE PLANS ARE APPROXIMATE. 10. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE AND LOCATE 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 CROSS GUTTER SDRSD G -12 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. 11. 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. DIG ALERT 811. 2" GRIND AND OVERLAY TRAFFIC CONTROL NOTES 1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 7 -10 OF THE STANDARD WHITE THERMOPLASTIC CALTRANS A24F SPECIFICATIONS AND APPENDIX "A" OF THE SAN DIEGO COUNTY REGIONAL STANDARD "CONTINENTAL" CROSSWALK DRAWINGS (MOST RECENT EDITION). 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN CONFORMANCE LIMIT LINE (STOP LINE) CALTRANS A24E v... WITH APPENDIX "A" OF THE SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS AND WHITE THERMOPLASTIC THE APPROVED TRAFFIC CONTROL PLAN DURING 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 WHITE RETROREFLECTORIZED CALTRANS A24C ;w TO 7:30 AM AND AT ALL TIMES ON SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS. THE SHARED ROADWAY BICYCLE PROJECT SPECIFICATIONS AND /OR CONDITIONS OF TRAFFIC CONTROL PLAN APPROVAL MARKING "SHARROW" MAY FURTHER LIMIT WORKING HOURS 3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. MASONRY RETAINING WALL SDRSD C -1 4. ALL TRAVEL LANES WILL BE A MINIMUM OF 12 -FEET WIDE UNLESS OTHERWISE SHOWN. GRAVITY RETAINING WALL SDRSD C -9 5. TRENCH PLATES TO BE PROVIDED WITH SKID RESISTANT SURFACE. 6. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF LANDSCAPING SEE SHEETS 20 & 21 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. DIRECTION OF FLOW "' 7. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES DURING PROJECT CONSTRUCTION. LIMITS OF DEMOLITION - EXISTING ASPHALT TO BE REMOVED C R/W RIGHT -OF -WAY LINE - - SIGN POST W/R4 -11 SDRSD M -45 MAY USE FULL LANE 69107 \TF OF CAUFO� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. TCO 6 M%JW THE BENCH MARK IS 2" SD. CO. ,ENG. PLANS PREPARED UNDER SUPERVISION OF RERA ME IDED: APPROVED: IMPROVEMENT PLAN FOR: DEPT. BRASS DISK, STAMPED, "HORIZ. DATE: Q9 /18/19 / / CTR, ENC TC 2" SET IN TOP OF CURB HORIZONTAL: N/A �� i."-� B STREET 122 -SI EAST SIDE OF VULCAN AVENUE, ,200 FEET R.C.E. No.: 69107 fATE: ER B. MILLIGAN EDWARD MER SIDEWALK IMPROVEMENTS NORTH OF E STREET VERTICAL N A • tl•SI . EXP.: 6/30 DATE: �� NAME DATE TAMARA C. O'NEAL /2020 R.C.E. - R.C.E. WORK ORDER No. - SHEET 2 OF 261 y MASONRY RETAINING WALL TYPE 1 PER SDRSD C -01 MAX HEIGHT 8' -0'. STUCCO FINISH TO MATCH ADJACENT EXISTING WALL. FINAL COLOR TO BE APPROVED BY THE CITY OF ENCINITAS PLANNING DEPARTMENT. R/W I 1 I 1 1 t' LANDSCAPE 5' VARIES 5" SIDEWALK NEW PER MODIFIED LANDSCAF SDRSD G -7 2.0' TO 3.5' F- MAX CONSTRUCT NEW CURB AND GUTTER PER SDRSD G -2— R/W W. TRAVELED WAY i t' 1' MILL (2" MIN) TO CREATE A SMOOTH TRANSITION U � —IS EXIST 4" AC � EXISTING PAVEMENT 6" CLASS II BASE ( SECTION 30' 4TH STREET TO ALLEY SECTION A -A 60' 1.5' 5' 4.5' 19' 1 5" SIDEWALK NEW TRAVELED WAY 1 PER MODIFIED LANDSCAPE 1 i I SDRSD G -7 1' MILL (2' MIN) TO CREATE A SMOOTH 3' SANDSTONE COPING 1 t.5 TRANSITION i GRAVITY RETAINING 12" 1.5% 3 WALL TYPE C MAX i PER SDRSD C -9 I EXIST EXIST MAX HEIGHT 3' -0" — — EXISTING 4' AC PAVEMENT CONSTRUCT NEW CURB AND 6" CLASS 11 BASE I SECTION GUTTER PER SDRSD G -2 VARIES 1' -0' TO 6' -0" REMOVE EXISTING AC PAVEMENT, BASE, AND CURB 3RD STREET TO ALLEY SECTION C -C R/W 1.5' 3" SANDSTONE COPING — GRAVITY RETAINING WALL TYPE C PER SDRSD C -9 MAX HEIGHT 3' -0" R/W 5' 4.5' 1 PER SMODIFIED LANDSCAPE SDRSD G -7 1.5' 1 � 5 12" 1.5 %- 3 i MAX_ CONSTRUCT NEW CURB AND GUTTER PER SDRSD G -2— 30' 19' 1' TRAVELED WAY 1' MILL (2" MIN) TO CREATE A SMOOTH TRANSITION i r _ EXIST EXIST 4" AC EXISTING 6" 6" CLASS II BASE I SECTION ALLEY TO 3RD STREET SECTION B -B R/W I 1 1 1 R/W R/W R/W I 2.5' 1 1 1 1 SANDSTONE COPING-F GRAVITY RETAINING I WALL TYPE C PER SDRSD C -9 MAX HEIGHT 3' -0" 5' 3.5' 5" SIDEWALK NEW PER MODIFIED LANDSG SDRSD G -7 1.5X MAX CONSTRUCT NEW CURB AND GUTTER PER SDRSD G -2— 19' 1, TRAVELED WAY 1' MILL (2" MIN) TO CREATE A SMOOTH TRANSITION I EXIST EXIST EXISTING — P4" AC PAVEMENT 6' CLASS II BASE SECTION 3.5' REMOVE EXISTING AC PAVEMENT, BASE, AND CURB ALLEY TO 2ND STREET SECTION D -D I 1 1 1 R/W R/W _ ` R/W R/W 60' \ 60' 30' 30' 1' 6.5' 3.5' 19' I 1 5" SIDEWALK NEW TRAVELED WAY 5.5' 5.5' 19' EXISTING 5" SIDEWALK TRAVELED WAY 1 PER MODIFIED LANDSCAPE 1' i 1 i 1 EXISTING RETAINING WALL LANDSCAPE PER MODIFIED 11.5' 1 SDRSD G -7 ( PROTECT IN PLACE \ SDRSD G -7 1' MILL (2' MIN) I I 1' MILL (2' MIN) 1 5' TO CREATE A SMOOTH i 1 1 i 1 TRANSITION 1 1 j I 3" SANDSTONE COPING 1 1.5X 3 i ( GRAVITY RETAINING 12" 1.5% 3 i MAX `� EXIST EXIST WALL TYPE C MAX PER SDRSD C -9 ` EXIST f — EXIST MAX HEIGHT 3' -0" EXISTING --- -- ---_ 4' AC PAVEMENT s I EXISTING —" 4" AC PAVEMENT CONSTRUCT NEW CURB AND 6" CLASS II BASE SECTION CONSTRUCT NEW CURB AND 6" CLASS II BASE SECTION GUTTER PER SDRSD G -2 GUTTER PER SDRSD G -2 12.5' A 3.5'1 REMOVE EXISTING CONCRETE REMOVE ISiiNG A PAVEMENT, FtOFESSj SIDEWALK, AC PAVEMENT, AND BASE BASE, AND CURB STA 17 +00 STA 17 +80 C. N v 5 SECTION E -E SECTION F -F 691o� O v * 15092 AVENUE 28 ENCE SUITE 200 f03 SAN DIEGO, CA 921 P: 858.385.0500 WWW.NV5.COM OFF CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. TCO AS-GUILTS JW H/10i1 THE BENCH MARK IS 2" SD. CO. ENG. PLANS PREPARED UNDER SUPERVISION OF RE ME DED: APP OV D: IMPROVEMENT PLAN FOR: DEPT. BRASS DISK, STAMPED, "HORIZ. DATE: CTR, ENC TC 2" SET IN TOP OF CURB HORIZONTAL: N/A B STREET 122 -$I EAST SIDE OF VULCAN AVENUE, 200 FEET VERTICAL: N A SIDEWALK IMPROVEMENTS NORTH OF E STREET _/A ll 4r_ R.C.E. No.: 69107 TER B. MILLIGAN EDWARD J ER NAME DATE TAMARA C. O'NEAL EXP.: 6/30/2020 ATE: DATE:�Z� /9 R.C.E. R.C.E. WORK ORDER No. — SHEET 3 OF 26 O O W �0 LO 0+ rN bi W > O� M= aU Ld 0:2 I`I- 50' -0't I I STA: 40 +61.39 '4TH STREET' - 25.42 LT — — — — — — — — — — STA: 40 +61.50 '4TH STREET' - 24.63 RT END REMOVAL OF AC PVMT AND BEGIN REMOVAL OF AC PVMT AND CONCRETE CURB & GUTTER CONCRETE CURB w A 258-053-08 PN ru 10 R/W 13 9 3\ 1 3 m�"i 1 TEMPORARY 8' TALL CHAIN > F�-1 ,�' < {a ,I / E c� t LINK CONSTRUCTION FENCE v d E-1/ I �( 1 ` 1 WITH GREEN PRIVACY SCREEN m o ) r o R/W f10 151 °� oa r - - - -I — � JT Cl �a -- -- -- -- _— cc 0 v~im=03 14 ' w —� Lu of w / 'C w A / O M — I o LO m� _ _/�6 CONTROL LINE 1 o � APPROXIMATE LOCATION OF c+ o 00 U'3 \I M PRIVATE SEWER LATERAL pU04 m 4m a - to (— STA: 10 +50 B STREET = w .... (— —' — STA: 40 +00 4TH STREET cn m z w — — N: 1962885.86 CONTROL LINE 10. 00 - _�� E. 6240807.1 — I— 11 +0� — — � — B STREET 0 APN 258 - 053 -07 f R/W LL a 0 .o W ce Z 'W m CONTROL LINE 40' -0" 4G' -Q• 50' -O"} STA 31 +10.59 '3RD STREET — 25.18 LT END REMOVAL OF AC PVMT AND IT CONCRETE CURB & GUTTER 11 o i1 M 1 . '\� - - 11 � 5 5 7' - Jg MDL-M 1%1 100 J. r11=0 13-00 CONTROL LINE N: 1962885.86 E: 6240807.15 STA: 31 +10.61 3RD STREET' - 25.02 RT —II BEGIN REMOVAL OF AC PVMT AND CONCRETE CURB & GUTTER I APN 258 -051 -08 w 16 2-4' DU NO 1 oEM RM � [�+ / 2 I Pmmm IN PLACE � I� I 27 t3 22 6 5 I R/W — L - - - -II rl \ (D _ r --� :. �= B1 �� -Z 2-4' 2-4' W PROiECCf• Ni PLACE B STREET F— _14100 20' -0' 12t00 0 i M APN 258- 053 -07 L� �( p .R/W a 0 0 28 W W ✓' -Ll�i °z APPROXIMATE LOCATION OF PRIVATE FRENCH DRAIN DEMOLITION NOTES 1. ALL WORK TO BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL CRY OF ENCINITAS ORDINANCES. 2. SAWCUT LINES FOR CURB AND GUTTER CONSTRUCTION NOT SHOWN ON THIS SHEET FOR CLARITY. REFERENCE CONSTRUCTION DRAWINGS FOR APPROXIMATE LIMITS. 3. UTILITIES SHOWN PER BEST AVAILABLE GIS DATA. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY AND MARK OUT ALL EXISTING UTILITIES WITHIN THE PROJECT LIMITS. 4. WITHIN THE SUBJECT WORK AREA, THE INTENT IS TO HAVE A CLEAN, CLEAR SITE, FREE OF ALL EXISTING ITEMS NOTED TO BE REMOVED IN ORDER TO PERMIT THE CONSTRUCTION OF THE NEW PROJECT. 7 ~ 5. IT DEMOLITION APPROXIMATE ONLY. ACTUAL MAY VARY O CONSTRUCTION LL- ACTIVITIES. CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION, LL.I REMOVAL AND RESTORATION WORK NECESSARY TO PERMIT S1 J CONSTRUCTION OF THE PROPOSED PROJECT. 3: 6. THE CONTRACTOR SWILL COORDINATE THE EXACT LOCATION OF THE Li O TEMPORARY CONSTRUCTION FENCE IN THE FIELD WITH THE CITY OF 7 J ENCINITAS. J LLJ 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE E: m AND PROTECTION OF TRAFFIC THROUGHOUT CONSTRUCTION AND SHALL INSTALL TRAFFIC CONTROL DEVICES, SIGNAGE, AND UTILIZE LL I FLAGMEN AS NECESSARY. TRAFFIC CONTROL DEVICES SHALL BE IN LL.I ACCORDANCE WITH THE CITY OF ENCINITAS REQUIREMENTS. DEMOLITION KEY NOTES 1) SAWCUT AND REMOVE EXISTING SIDEWALK TO NEAREST JOINT O2 SAWCUT AND REMOVE EXISTING CURB AND GUTTER O3 SAWCUT AND REMOVE EXISTING CURB O4 CLEAR AND PREPARE SURFACE FOR FUTURE SIDEWALK OREMOVE AND SALVAGE EXISTING STREET SIGN, RETURN UNUSED SIGNS TO PUBLIC WORKS DEPARTMENT O6 OBLITERATE AND REMOVE EXISTING WHITE PAVEMENT MARKING 0-- NOT USED -- O8 REMOVE EXISTING STORMDRAIN INLET, CAP PIPE OREMOVE EXISTING VEGETATION /LANSCAPE TO THE SATISFACTION OF THE CITY INSPECTOR f0 REMOVE AND SALVAGE EXISTING BENCHES, CONTRACTOR TO COORDINATE PLACEMENT WITH THE THE CITY INSPECTOR. 11 REMOVE EXISTING 1 INCH IP WITH TAG, SEE MONUMENT NOTE 13 PROTECT EXISTING SIDEWALK IN PLACE 14 PROTECT EXISTING BENCHES IN PLACE 15 PROTECT EXISTING UTILITIES IN PLACE 16 PROTECT WATER VALVE IN PLACE 17 PROTECT EXISTING RETAINING WALL IN PLACE 19 PROTECT EXISTING FIRE HYDRANT IN PLACE 21 PROTECT EXISTING TRASH CAN IN PLACE 22 PROTECT EXISTING VEGETATION /LANSCAPE IN PLACE 27 REMOVE EXISTING MOW CURB 28 REMOVE EXISTING STORMDRAIN INLET AND HOPE PIPE AS NEEDED 29 REMOVE EXISTING CATCH BASIN, RECONNECT EXPOSED PVC PIPE WITH COUPLING MONUMENT NOTE OA 11N IP W. TAG LS 2685 TO BE TIED HORIZONTALLY & VERTICALLY AND REPLACED WITH SURVEY MONUMENT FLUSH WITH THE NEW CONCRETE SIDEWALK. CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A LICENSED LAND SURVEYOR REPLACE THE MONUMENT AND RUNG OF A PRE - CONSTRUCTION CORNER RECORD AND A POST - CONSTRUCTION CORNER RECORD. OB SCRIBED X TO BE TIED HORIZONTALLY & VERTICALLY AND REPLACED WITH SURVEY MONUMENT FLUSH WITH THE NEW CONCRETE SIDEWALK. CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A LICENSED LAND SURVEYOR REPLACE THE MONUMENT AND FILING OF A PRE- CONTRUCTION CORNER RECORD AND A POST- CONSTUCTION CORNER RECORD. N v 5 69107 B STREET - DEMOLITION PLAN 4( 0 >~ � v 20 10 0 s 15092 AVENUE OF SCIENCE, SUITE 200 10 �1f SAN DIEGO, CA 92128 SCALE: 1 " =10' 9rF O P: 858.385.0500 WWW.NV5.COM CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. TGO L� AS- BU�LtS J 11 2I THE BENCH MARK IS 2" SD. CO. ENG. PLANS PREPARED UNDER SUPERVISION OF RE E ED: APPROV D' IMPROVEMENT PLAN FOR: �+ DEPT. BRASS DISK, STAMPED, "HORIZ. DATE: G'+ B STREET 122 -�7� CTR, ENC TC 2" SET IN TOP OF CURB HORIZONTAL: 1 " =l0' �- EAST SIDE OF VULCAN AVENUE, 200 FEET NORTH OF E STREET VERTICAL: N A r �l ® ,p R.C.E. No.: 69107 T B. ILNG - DATE: J M E�/9 SIDEWALK IMPROVEMENTS NAME DATE TAMA A C. O'NEAL EXP.: 2020 R.C.E. R.C.E. / WORK ORDER No. - SHEET 4 OF 26 7AT 4 H MD W W LO r +Lo �W W Ld __ z= �U) =W UW V) Q DEMOLITION NOTES 1. ALL WORK TO BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL CRY OF ENCINITAS ORDINANCES. 2. SAWCUT LINES FOR CURB AND GUTTER CONSTRUCTION NOT SHOWN ON THIS SHEET FOR CLARITY. REFERENCE CONSTRUCTION DRAWINGS FOR APPROXIMATE LIMITS. 3. UTILITIES SHOWN PER BEST AVAILABLE GIS DATA. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY AND MARK OUT ALL EXISTING UTILITIES WITHIN THE PROJECT LIMITS. 4. WITHIN THE SUBJECT WORK AREA, THE INTENT IS TO HAVE A CLEAN, CLEAR SITE, FREE OF ALL EXISTING ITEMS NOTED TO BE REMOVED IN ORDER TO PERMIT THE CONSTRUCTION OF THE NEW PROJECT. 7 ~ 5. IT DEMOLITION APPROXIMATE ONLY. ACTUAL MAY VARY O CONSTRUCTION LL- ACTIVITIES. CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION, LL.I REMOVAL AND RESTORATION WORK NECESSARY TO PERMIT S1 J CONSTRUCTION OF THE PROPOSED PROJECT. 3: 6. THE CONTRACTOR SWILL COORDINATE THE EXACT LOCATION OF THE Li O TEMPORARY CONSTRUCTION FENCE IN THE FIELD WITH THE CITY OF 7 J ENCINITAS. J LLJ 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE E: m AND PROTECTION OF TRAFFIC THROUGHOUT CONSTRUCTION AND SHALL INSTALL TRAFFIC CONTROL DEVICES, SIGNAGE, AND UTILIZE LL I FLAGMEN AS NECESSARY. TRAFFIC CONTROL DEVICES SHALL BE IN LL.I ACCORDANCE WITH THE CITY OF ENCINITAS REQUIREMENTS. DEMOLITION KEY NOTES 1) SAWCUT AND REMOVE EXISTING SIDEWALK TO NEAREST JOINT O2 SAWCUT AND REMOVE EXISTING CURB AND GUTTER O3 SAWCUT AND REMOVE EXISTING CURB O4 CLEAR AND PREPARE SURFACE FOR FUTURE SIDEWALK OREMOVE AND SALVAGE EXISTING STREET SIGN, RETURN UNUSED SIGNS TO PUBLIC WORKS DEPARTMENT O6 OBLITERATE AND REMOVE EXISTING WHITE PAVEMENT MARKING 0-- NOT USED -- O8 REMOVE EXISTING STORMDRAIN INLET, CAP PIPE OREMOVE EXISTING VEGETATION /LANSCAPE TO THE SATISFACTION OF THE CITY INSPECTOR f0 REMOVE AND SALVAGE EXISTING BENCHES, CONTRACTOR TO COORDINATE PLACEMENT WITH THE THE CITY INSPECTOR. 11 REMOVE EXISTING 1 INCH IP WITH TAG, SEE MONUMENT NOTE 13 PROTECT EXISTING SIDEWALK IN PLACE 14 PROTECT EXISTING BENCHES IN PLACE 15 PROTECT EXISTING UTILITIES IN PLACE 16 PROTECT WATER VALVE IN PLACE 17 PROTECT EXISTING RETAINING WALL IN PLACE 19 PROTECT EXISTING FIRE HYDRANT IN PLACE 21 PROTECT EXISTING TRASH CAN IN PLACE 22 PROTECT EXISTING VEGETATION /LANSCAPE IN PLACE 27 REMOVE EXISTING MOW CURB 28 REMOVE EXISTING STORMDRAIN INLET AND HOPE PIPE AS NEEDED 29 REMOVE EXISTING CATCH BASIN, RECONNECT EXPOSED PVC PIPE WITH COUPLING MONUMENT NOTE OA 11N IP W. TAG LS 2685 TO BE TIED HORIZONTALLY & VERTICALLY AND REPLACED WITH SURVEY MONUMENT FLUSH WITH THE NEW CONCRETE SIDEWALK. CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A LICENSED LAND SURVEYOR REPLACE THE MONUMENT AND RUNG OF A PRE - CONSTRUCTION CORNER RECORD AND A POST - CONSTRUCTION CORNER RECORD. OB SCRIBED X TO BE TIED HORIZONTALLY & VERTICALLY AND REPLACED WITH SURVEY MONUMENT FLUSH WITH THE NEW CONCRETE SIDEWALK. CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A LICENSED LAND SURVEYOR REPLACE THE MONUMENT AND FILING OF A PRE- CONTRUCTION CORNER RECORD AND A POST- CONSTUCTION CORNER RECORD. N v 5 69107 B STREET - DEMOLITION PLAN 4( 0 >~ � v 20 10 0 s 15092 AVENUE OF SCIENCE, SUITE 200 10 �1f SAN DIEGO, CA 92128 SCALE: 1 " =10' 9rF O P: 858.385.0500 WWW.NV5.COM CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. TGO L� AS- BU�LtS J 11 2I THE BENCH MARK IS 2" SD. CO. ENG. PLANS PREPARED UNDER SUPERVISION OF RE E ED: APPROV D' IMPROVEMENT PLAN FOR: �+ DEPT. BRASS DISK, STAMPED, "HORIZ. DATE: G'+ B STREET 122 -�7� CTR, ENC TC 2" SET IN TOP OF CURB HORIZONTAL: 1 " =l0' �- EAST SIDE OF VULCAN AVENUE, 200 FEET NORTH OF E STREET VERTICAL: N A r �l ® ,p R.C.E. No.: 69107 T B. ILNG - DATE: J M E�/9 SIDEWALK IMPROVEMENTS NAME DATE TAMA A C. O'NEAL EXP.: 2020 R.C.E. R.C.E. / WORK ORDER No. - SHEET 4 OF 26 7AT 4 H MD W W + F- Ld LIJ � J LLj = LFJ U V ~ = N 0+ Fy-r Ld w OJ M = Q U W Q V) :2 APN 258 - 051 -08 I 20' -0" r •• C r a y I = R/W 18 1 -!. W PROW N PLACE OR in 0 50' -T:k 4O' -0" APN 258 - 034 -08 2.3.31 RT END REMOVAL OF AC PVMT AND CONCRETE CURB & GUTTER I L0+57.21 ' _ I BEGIN REMOVAL OF AC STREET' PVMT AND CONCRETE APN 258 - 051 -07 I f l W CURB & GUTTERI CONTRACTOR TO COORDINATE WITH THE CITY AND I t3 9 �� ( 13 I PROPERTY CURATOR FOR REMOVAL & PROTECTION OF I 1 ( I PARCEL IMPROVEMENTS PRIOR TO WORK IN THIS AREA (' / `.( 25 + 0 N/ 26 I CV I i I 5 j f f 22 R/W 12 I I R/W 24 W O -+ -s rr- z < r as <7 � ea — — — ca <a cAFa <�*a -- -� =m U Ld 2-4• CONTROL LINE � LACE ago M o { P VRL M N P M LACaE STA. 16 +50.83 B STREET = STA: 20 +00 2ND STREET CONTROL LINE B STREET N: 1962949.78 15100 16100 °o E: 6241404.55 17 00 0 N N V 5 15092 AVENUE OF SCIENCE, SUITE 200 SAN DIEGO, CA 92128 P: 858.385.0500 WWW.NV5.COM 'N 258 - 034 -08 T ti • VARIES 21' -6" TO 25' -6' PROIECf N PLACE /W 17 f � I� _-- - - - - -- -� 4 2-4' DU 20 4' SIL GAS PROTECT N PLACE PROTECT• N PLACE ; ONTROL LINE PROTECT N PLACE I— - 18#0— — APN 258- 034 -09 rR /W B STREET — I — B STREET - DEMOLITION PLAN T— 19100 DEMOLITION NOTES 1. ALL WORK TO BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL CITY OF ENCINITAS ORDINANCES. 2. SAWCUT LINES FOR CURB AND GUTTER CONSTRUCTION NOT SHOWN ON THIS SHEET FOR CLARITY. REFERENCE CONSTRUCTION DRAWINGS FOR APPROXIMATE LIMITS. 3. UTILITIES SHOWN PER BEST AVAILABLE GIS DATA. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY AND MARK OUT ALL EXISTING UTILITIES WITHIN THE PROJECT LIMITS. 4. WITHIN THE SUBJECT WORK AREA, THE INTENT IS TO HAVE A CLEAN, CLEAR SITE, FREE OF ALL EXISTING ITEMS NOTED TO BE REMOVED IN ORDER TO PERMIT THE CONSTRUCTION OF THE NEW PROJECT. 5. LIMITS OF REMOVAL SHOWN ON DEMOLITION PLAN ARE APPROXIMATE ONLY. ACTUAL QUANTITIES MAY VARY DUE TO CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION, REMOVAL AND RESTORATION WORK NECESSARY TO PERMIT CONSTRUCTION OF THE PROPOSED PROJECT. 6. THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF THE TEMPORARY CONSTRUCTION FENCE IN THE FIELD WITH THE CITY OF ENCINITAS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC THROUGHOUT CONSTRUCTION AND SHALL INSTALL TRAFFIC CONTROL DEVICES, SIGNAGE, AND UTILIZE FLAGMEN AS NECESSARY. TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS REQUIREMENTS. DEMOLITION KEY NOTES O SAWCUT AND REMOVE EXISTING SIDEWALK TO NEAREST JOINT O SAWCUT AND REMOVE EXISTING CURB AND GUTTER O SAWCUT AND REMOVE EXISTING CURB a CLEAR AND PREPARE SURFACE FOR FUTURE SIDEWALK OREMOVE AND SALVAGE EXISTING STREET SIGN, RETURN UNUSED SIGNS TO PUBLIC WORKS DEPARTMENT O -- NOT USED -- O7 -- NOT USED -- O REMOVE EXISTING VEGETATION /LANDSCAPE TO THE SATISFACTION OF THE CITY INSPECTOF 12 REMOVE EXISTING 1.5 IN IP WITH TAG, SEE MONUMENT NOTE 13 PROTECT EXISTING SIDEWALK IN PLACE 15 PROTECT EXISTING UTILITIES IN PLACE 17 PROTECT EXISTING RETAINING WALL IN PLACE 18 PROTECT EXISTING POWER POLE IN PLACE 20 PROTECT EXISTING TELEPHONE MANHOLE IN PLACE 22 PROTECT EXISTING VEGETATION /LANDSCAPE IN PLACE 24 PROTECT EXISTING BRICK CURB IN PLACE 25 REMOVE RETAINING CURB 26 REMOVE EXISTING BRICK PAVERS 27 REMOVE CONCRETE PANEL TO NEAREST CONSTRUCTION JOINT MONUMENT NOTE ©1.51N IP W/ TAG TO BE TIED HORIZONTALLY & VERTICALLY AND REPLACED WITH SURVEY MONUMENT FLUSH WITH THE NEW CONCRETE SIDEWALK. CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A LICENSED LAND SURVEYOR REPLACE THE MONUMENT AND FILING OF A PRE - CONSTRUCTION CORNER RECORD AND A POST- CONSTRUCTION CORNER RECORD. 10 0 10 20 SCALE: 1"=10' C. 69107 \TF OF CALF CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. a AS- BVILTS MJW 1/11/24 THE BENCH MARK IS 2" SD. CO. ENG. PLANS PREPARED UNDER SUPERVISION OF ;ATE: ME ED: APP OVED: IMPROVEMENT PLAN FOR: DEPT. BRASS DISK, STAMPED, "HORIZ. DATE: B STREET 'I2Z $� HORIZONTAL: 1 " -10' CTR, ENC TC 2" SET IN TOP OF CURB = • EAST SIDE OF VULCAN AVENUE, 200 FEET R.C.E. No.: 69107 R ILLI AN EDWARD J WI�A ER SIDEWALK IMPROVEMENTS _- VERTICAL N A - - DATE: % NORTH OF E STREET �— � _ � � �� 1 NAME a DATE TAMARA C. O'NEAL EXP.: r�30/2020 R.C.E. -�L R.C.E. WORK ORDER No. - SHEET 5 OF 26 u HO =L0 0+ Fy N Ld Ld OJ M= QU wQ U) :2 , :1 00110- jUNO cc mN �o =^ omW zt;i I i I 40' -e ,w• -= 25'-0" 25' -0' 5' -6" REEF — 25.42 LT 1 r STA: 40 +61.50 '4TH STREET - 24.63 RT OL SEE SHEET 8 TiFS BEGIN HORIZONTAL CONTROL SEE SHEET 8 .. _ -- W�:. - - A3;'-4�12 14 6 11 W CONNECTED TO CATC H BASl ON B STREET ° �� W 6 E><� T)AG RESIDENTULFRENEN DRAtN N 5' +6" 6UT TqE SS PI AC ED 13 5 A�owiG FACE OP EWIST,AC, g�OCK W044� 32 CNECT EATO OUTIET. Oo A -A 12 __ a 4 ,y W 3 ' a 3 8° 4 �t8 8° 3 la a• — — — — — — — — — — — — . ° ° II 15 a° C' 7n 30 4=/ ° >•� ° ° 3 9 16 II �. _ ° W W 12° VARIES s'•e''�Oe . L ° W W W W 1 2 : Q 7 0 31 o If i 2' -0' TO 3' -10' 5)-. 6 c, I Co 'i ! � ••. �� Y�1 ♦1"�f ��'�� ♦�'�Y�� 1 >� �iY� '•i1� w�Y7 �s- ♦1 !•Yy -�s��1 �e�1 �fi! ts'"1 �� 1 � -1"t �sigs w�Yr ter"' 37 BEGIN 5 19 33 0 6 `oo 0 CONTROL LINE STA: 10 +50 B STREET = - N: 40+00 4TH STREET B STREET N: 1962885.86 oa E: 6240807.15 11 +00 A -A 3 r� i� 31 21 a a a 00 \ : 12t GO a� CONSTRUCTION KEY NOTES APN 258 - 053 -07 O PER G-7 THICK "ETCHED OMAHA TAN', 3,250 PSF SIDEWALK O MODIFIED 5" THICK 'ETCHED OMAHA TAN", 3,250 PSF TYPE 'A -1' CURB RAMP PER SDRSD G -28 MODIFIED 5" THICK "ETCHED OMAHA TAN° 3250 PSF TYPE 'D' 13 O CURB RAMP PER SDRSD G -31 N ® MODIFIED 5" THICK "ETCHED OMAHA TAN ", 3,250 PSF TYPE 'D' CURB RAMP PER SDRSD G -31 OF z X 5 ir �D 6" CURB AND GUTTER PER SDRSD G -2 �Q I ** CONSTRUCTION 6" CURB AND GUTTER TO ROLLED CURB TRANSITION PER SDRSD 13 _j Z © G -04B -9 STAGING * * Q 4: ROLLED CURB AND GUTTER PER SDRSD G -04A N ac 1. + W ® TRUNCATED DOMES PER SDRSD G -30 4 x Z N J O WHITE THERMOPLASTIC 'CONTINENTAL' CROSSWALK, PER CALTRANS 4 _ — _ _ STD DETAIL A24F m LL1 10 WHITE THERMOPLASTIC 'STOP' PER CALTRANS STD DETAIL A24D J L0 h +� F- Ld LL J LEI Z= J0 = LLI H LLJ QV) B STREET - IMPROVEMENT PLAN ,D WHITE THERMOPLASTIC LIMIT LINE PER CALTRANS STD DETAIL A24E RELOCATE EXISTING STREET SIGN, NEW R -1 'STOP' CHANGE NO. rt` J W 12 LANDSCAPE IMPROVEMENTS, SEE SHEET 20 al RELOCATE SALVAGED STREET SIGN AND POST °' 16 RESET SURVEY MONUMENT, SEE MONUMENT NOTE OA DRAWING NO. 17 RESET SURVEY MONUMENT, SEE MONUMENT NOTE OB U AS- 114ALTS 19 GRAVITY RETAINING WALL, SEE RETAINING WALL PROFILES SHEETS 15 iO HORIZONTAL: VERTICAL: 1 " =10' N A fi CLASS II BASE SECTION. w 13 AND 16. COLOR PER PROJECT SPECIFICATIONS WITH MATCHING 3" SANDSTONE COPING W W 25 W W W 12 Q PROTECT EXISTING FIRE HYDRANT IN PLACE AND SANDSTONE VENEER FACING INSTALLED TO —� SHARED ROADWAY BICYCLE MARKING "SHARROW" PER CALTRANS STD PLAN A24C ® BREAK -AWAY SIGN POST PER SDRSD M -45. INSTALL THE SATISCATION OF THE CITY. CONTRACTOR SHALL APPLY 3 COATS WITH MUTCD R4 -11 31 CROSS GUTTER WITH 6" CLASS II BASE PER SDRSD G -12 32 2' GRIND AND OVERLAY CATCH SASIN- TYPE I P E R $ FtSD D -29 3 OF ANTI - GRAFFITI COATING L0 h +� F- Ld LL J LEI Z= J0 = LLI H LLJ QV) TRASH RECEPTACLE TO BE PROVIDED BY THE CITY'S PUBLIC ® WORKS DEPARTMENT. CONTRACTOR SHALL COORDINATE PICK AT THE PUBLIC WORKS YARD WITH BILL WILSON (760) 633 -2846 MASONRY RETAINING WALL, SEE RETAINING WALL DETAIL SHEET 15. 36 BLOCK SHALL BE "NATURAL TAN" IN COLOR WITH STUCCO FINISH BOTH SIDES. CONTRACTOR TO APPLY 3 COATS OF ANTI - GRAFFITI COATING. 37 PAINTED "RED CURB" PER ENCINITAS FIRE DEPARTMENT REQUIREMENTS, SEE DETAIL 1, SHEET 7 CURB DATA ® SEE SHEET 8 FOR CURB DATA TABLE. MONUMENT NOTE OA 1.51N IP W/ TAG TO BE TIED HORIZONTALLY & VERTICALLY AND REPLACED WITH SURVEY MONUMENT FLUSH WITH THE NEW CONCRETE SIDEWALK. CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A LICENSED LAND SURVEYOR REPLACE THE MONUMENT AND FILING OF A PRE - CONSTRUCTION CORNER RECORD AND A POST - CONSTRUCTION CORNER RECORD. QB SCRIBED X TO BE TIED HORIZONTALLY & VERTICALLY AND REPLACED WITH SURVEY MONUMENT FLUSH WITH THE NEW CONCRETE SIDEWALK. CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A LICENSED LAND SURVEYOR REPLACE THE MONUMENT AND FILING OF A PRE - CONSTRUCTION CORNER RECORD AND A POST - CONSTRUCTION CORNER RECORD. ** CONTRACTOR SHALL INSTALL BMPS AND MAINTAIN A CLEAN AND ORDERLY STAGING AREA TO THE SATISFACTION OF THE CITY INSPECTOR. N V 5 15092 AVENUE OF SGENCE, SUITE 200 SAN DIEGO, CA 92128 P: 858.385.0500 WWW.NV5.COM B STREET - IMPROVEMENT PLAN ,D ,D D 2D SCALE: 1 " =10' RELOCATE EXISTING STREET SIGN, NEW R -1 'STOP' CHANGE NO. 19 5 APPROVED SIGN AND POST PER SDRSDS M -45 0 15 RELOCATE SALVAGED STREET SIGN AND POST °' 16 RESET SURVEY MONUMENT, SEE MONUMENT NOTE OA DRAWING NO. 17 RESET SURVEY MONUMENT, SEE MONUMENT NOTE OB A AS- 114ALTS 19 SAWCUT AND REPLACE 120 PAVEMENT WITH NEW 4" AC OVER THE BENCH MARK IS 2" SO. CO. ENG. DEPT. BRASS DISK, STAMPED, "HORIZ. CTR, ENC TC 2" SET IN TOP OF CURB EAST SIDE OF VULCAN AVENUE, 200 FEET NORTH OF E STREET HORIZONTAL: VERTICAL: 1 " =10' N A fi CLASS II BASE SECTION. PLANS PREPARED UNDER SUPERVISION OF DATE. R.C.E. No.: 69107 �! TAMAR C. O'NEAL EXP.: 6/30/2020 20 ADJUST WATER VALVE TO GRADE 25 PROTECT EXISTING RETAINING WALL IN PLACE 27 PROTECT EXISTING FIRE HYDRANT IN PLACE INSTALL TWO PAINT COATS WHITE RETROREFLECTORIZED 29 SHARED ROADWAY BICYCLE MARKING "SHARROW" PER CALTRANS STD PLAN A24C ® BREAK -AWAY SIGN POST PER SDRSD M -45. INSTALL WITH MUTCD R4 -11 31 CROSS GUTTER WITH 6" CLASS II BASE PER SDRSD G -12 32 2' GRIND AND OVERLAY CATCH SASIN- TYPE I P E R $ FtSD D -29 3 VxV GWII BASIN WFR1 RAr^^ RAFED-61%ffln TRASH RECEPTACLE TO BE PROVIDED BY THE CITY'S PUBLIC ® WORKS DEPARTMENT. CONTRACTOR SHALL COORDINATE PICK AT THE PUBLIC WORKS YARD WITH BILL WILSON (760) 633 -2846 MASONRY RETAINING WALL, SEE RETAINING WALL DETAIL SHEET 15. 36 BLOCK SHALL BE "NATURAL TAN" IN COLOR WITH STUCCO FINISH BOTH SIDES. CONTRACTOR TO APPLY 3 COATS OF ANTI - GRAFFITI COATING. 37 PAINTED "RED CURB" PER ENCINITAS FIRE DEPARTMENT REQUIREMENTS, SEE DETAIL 1, SHEET 7 CURB DATA ® SEE SHEET 8 FOR CURB DATA TABLE. MONUMENT NOTE OA 1.51N IP W/ TAG TO BE TIED HORIZONTALLY & VERTICALLY AND REPLACED WITH SURVEY MONUMENT FLUSH WITH THE NEW CONCRETE SIDEWALK. CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A LICENSED LAND SURVEYOR REPLACE THE MONUMENT AND FILING OF A PRE - CONSTRUCTION CORNER RECORD AND A POST - CONSTRUCTION CORNER RECORD. QB SCRIBED X TO BE TIED HORIZONTALLY & VERTICALLY AND REPLACED WITH SURVEY MONUMENT FLUSH WITH THE NEW CONCRETE SIDEWALK. CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A LICENSED LAND SURVEYOR REPLACE THE MONUMENT AND FILING OF A PRE - CONSTRUCTION CORNER RECORD AND A POST - CONSTRUCTION CORNER RECORD. ** CONTRACTOR SHALL INSTALL BMPS AND MAINTAIN A CLEAN AND ORDERLY STAGING AREA TO THE SATISFACTION OF THE CITY INSPECTOR. N V 5 15092 AVENUE OF SGENCE, SUITE 200 SAN DIEGO, CA 92128 P: 858.385.0500 WWW.NV5.COM B STREET - IMPROVEMENT PLAN ,D ,D D 2D SCALE: 1 " =10' 69107 v �TF O OF CALF CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. lca A AS- 114ALTS RAW-7 /l %0 THE BENCH MARK IS 2" SO. CO. ENG. DEPT. BRASS DISK, STAMPED, "HORIZ. CTR, ENC TC 2" SET IN TOP OF CURB EAST SIDE OF VULCAN AVENUE, 200 FEET NORTH OF E STREET HORIZONTAL: VERTICAL: 1 " =10' N A y �, 1 "s PLANS PREPARED UNDER SUPERVISION OF DATE. R.C.E. No.: 69107 �! TAMAR C. O'NEAL EXP.: 6/30/2020 REC =ED: 9DW;A�RD VED: ��-° ILLIGAN ER C E: F R.C.E.—T14-9 IMPROVEMENT PLAN FOR: B STREET SIDEWALK IMPROVEMENTS WORK ORDER No. - 122 -.SI NAME DATE SHEET 6 OF 26 I 20' -0" 25' -0" 25' -0" M Co STA.- 20 +60.35 '2ND STREET' - 25.08 LT E--I APN J — L, END HORIZONTAL CONTROL SEE SHEET 8 W r'v }I O m W Uj 258 - 051 -08 MW W MN APN 258 - 051 -07 W W W W 10 I J I O W W 5 w °w ( CONTRACTOR TO COORDINATE WITH THE CITY FOR ( W W W I 2 v I REMOVAL & PROTECTION OF PARCEL IMPROVEMENTS PRIOR m v m TO WORK IN THIS AREA I\ 1Z OR O y W W W W W W N C N W + c)N +O W W W W W = W W as W W W W 12 . « °•8 . / 1 6 32 6 'n W m W 6^ CURB 14 26. -0= W w W WLo V/ L 51 K t7 a 19 BEGIN 37 c o 5 19 END 37 6 I ,--z z-z Z-L Z -z 5 0 29 7 3 1 END M CONTROL LINE) STA. 16+50.83E z9 B STREET 15 +00 16-1-00 0 D -D N 3 APN 258 - 034 -08 S' +/- OF ADDITIONAL 3• TALL LO RETAINING WAIL + '- F -F I 3 I W W Y5 - 0z -- m —j Q Q � 0 W W Q W W W W 12 W W W W n 30 15 L O M m i C" VARIES 21' -6" TO 25' -6" APN 258 - 034 -08 1 STA: 20 +60.44 '2ND STREET' - 24.94 RT w Co w � m = 1 SHEET 8 1 rn N� + oo =ir dL6o0 W W M W U W � 22 -- 5 61 W W 35 e 9 a ° W I END —18too — — — APN 258 - 034 -09 BSTREET 19100 STA: 20 +00 2ND N: 1962949.78 E. 6241404.55 40' -0" 6) x{37) BEGIN �---1 V FF-�1 W 1 E -E ,� 3 io I o� CONSTRUCTION KEY NOTES MODIFIED 5" THICK "ETCHED OMAHA TAN ", 3,250 PSF SIDEWALK �J PER SDRSD G -7 OMODIFIED 5" THICK "ETCHED OMAHA TAN ", 3,250 PSF TYPE 'D' CURB RAMP PER SDRSD G -31 ® MODIFIED 5" THICK "ETCHED OMAHA TAN ", 3,250 PSF TYPE 'D' CURB RAMP PER SDRSD G -31 OS 6" CURB AND GUTTER PER SDRSD G -2 6" CURB AND GUTTER TO ROLLED CURB TRANSITION PER SDRSD © G -04B O7 ROLLED CURB AND GUTTER PER SDRSD G -04A ® TRUNCATED DOMES PER SDRSD G -30 WHITE THERMOPLASTIC 'CONTINENTAL' CROSSWALK, PER CALTRANS STD DETAIL A24F 10 WHITE THERMOPLASTIC 'STOP' PER CALTRANS STD DETAIL A24D 11 WHITE THERMOPLASTIC LIMIT LINE PER CALTRANS STD DETAIL A24E 12 LANDSCAPE IMPROVEMENTS, SEE SHEET 20 GRAVITY RETAINING WALL, SEE RETAINING WALL PROFILES SHEET 16. COLOR PER PROJECT SPECIFICATIONS WITH MATCHING 3" SANDSTONE 13 COPING AND SANDSTONE VENEER FACING INSTALLED TO THE SATIFICATION OF THE CITY. CONTRACTOR SHALL APPLY 3 COATS OF ANTI - GRAFFITI COATING. 14 RELOCATE EXISTING STREET SIGN, NEW R -1 'STOP' SIGN AND POST PER SDRSDS M -45 15 RELOCATE SALVAGED STREET SIGN AND POST 18 RESET SURVEY MONUMENT, SEE MONUMENT NOTE 19 SAWCUT AND REPLACE 12" PAVEMENT WITH NEW 4" AC OVER 6 CLASS II BASE SECTION. 21 TELEPHONE MANHOLE TO BE ADJUST BY AT &T O PROTECT EXISTING POWER POLE IN PLACE �g PROTECT EXISTING VEGETATION /LANDSCAPE IN PLACE 25 PROTECT EXISTING RETAINING WALL IN PLACE �g PROTECT EXISTING BRICK CURB IN PLACE INSTALL TWO PAINT COATS WHITE RETROREFLECTORIZED �9 SHARED ROADWAY BICYCLE MARKING "SHARROW" PER CALTRANS STD PLAN A24C BREAK -AWAY SIGN POST PER SDRSD M -45. INSTALL ® WITH MUTCD R4 -11 31 CROSS GUTTER WITH 6" CLASS II BASE PER SDRSD G -12 32 2" GRIND AND OVERLAY 35 REPLACE CONCRETE PANELS TO NEAREST CONSTRUCTION JOINT PAINTED "RED CURB" PER ENCINITAS FIRE DEPARTMENT 37 REQUIREMENTS. SEE DETAIL 1 THIS SHEET CURB DATA ® SEE SHEET 8 FOR CURB DATA TABLE. MONUMENT NOTE ©1.51N IP W/ TAG TO BE TIED HORIZONTALLY & VERTICALLY AND REPLACED WITH SURVEY MONUMENT FLUSH WITH THE NEW CONCRETE SIDEWALK. CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A LICENSED LAND SURVEYOR REPLACE THE MONUMENT AND FILING OF A PRE - CONSTRUCTION CORNER RECORD AND A POST - CONSTRUCTION CORNER RECORD. CONTRACTOR SHALL INSTALL BMPS AND MAINTAIN A CLEAN AND ORDERLY STAGING AREA TO THE SATISFACTION OF THE CITY INSPECTOR. "No Parking Fire Lane" WHITE letters on RED curb X ate{ ""'' s`,,yc �4�v,gP C. 0• KF A. N v 5 89,07 B STREET - IMPROVEMENT PLAN f V 15092 AVENUE OF SCIENCE, SUITE 200 10 0 10 20 YF SAN DIEGO, CA 92128 9TF O P: 858.385.0500 WWW.NV5.COM SCALE: 1"=10' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT NGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. —A AS -BwLTS ! so MJW THE BENCH MARK IS 2" SO. CO. ENG. PLANS PREPARED UNDER SUPERVISION OF RE � l DED: APPROVED: IMPROVEMENT PLAN FOR: DEPT. BRASS DISK, STAMPED, "HORIZ. CTR, ENC TG 2" SET IN TOP OF CURB HORIZONTAL: 1 " =10' DATE: x/18/19 - EAST SIDE OF VULCAN AVENUE, 200 FEET � - � ` �"—'� BSTREET �I22 SI NORTH OF E STREET ,l �� // ff ®t R.C.E. No.: 69107 JOATE: ER MILLIG N EDWARD 1 ER SIDEWALK IMPROVEMENTS VERTICAL: N A �� o _ ° �i NAME DATE TAMARA C. O'NEAL EXP.: ¢,/30 /2020 E. R C E. WORK ORDER No. - SHEET % OF 26 V APN 258 - 034 -08 STA: 20 +60.44 '2ND STREET' - 24.94 RT BEGIN HORIZONTAL CONTROL SEE SHEET 8 0 W W W W 5 61 W W W W I I 2 W W W W 23 L0 I` W W12 W + CZ^) f W W W W W W I E -E — .y W W W 23 3 ( W W W W W W W O I W W W W W W 25 Z O = W m Q W 12 W �o-� ro W 6) x{37) BEGIN �---1 V FF-�1 W 1 E -E ,� 3 io I o� CONSTRUCTION KEY NOTES MODIFIED 5" THICK "ETCHED OMAHA TAN ", 3,250 PSF SIDEWALK �J PER SDRSD G -7 OMODIFIED 5" THICK "ETCHED OMAHA TAN ", 3,250 PSF TYPE 'D' CURB RAMP PER SDRSD G -31 ® MODIFIED 5" THICK "ETCHED OMAHA TAN ", 3,250 PSF TYPE 'D' CURB RAMP PER SDRSD G -31 OS 6" CURB AND GUTTER PER SDRSD G -2 6" CURB AND GUTTER TO ROLLED CURB TRANSITION PER SDRSD © G -04B O7 ROLLED CURB AND GUTTER PER SDRSD G -04A ® TRUNCATED DOMES PER SDRSD G -30 WHITE THERMOPLASTIC 'CONTINENTAL' CROSSWALK, PER CALTRANS STD DETAIL A24F 10 WHITE THERMOPLASTIC 'STOP' PER CALTRANS STD DETAIL A24D 11 WHITE THERMOPLASTIC LIMIT LINE PER CALTRANS STD DETAIL A24E 12 LANDSCAPE IMPROVEMENTS, SEE SHEET 20 GRAVITY RETAINING WALL, SEE RETAINING WALL PROFILES SHEET 16. COLOR PER PROJECT SPECIFICATIONS WITH MATCHING 3" SANDSTONE 13 COPING AND SANDSTONE VENEER FACING INSTALLED TO THE SATIFICATION OF THE CITY. CONTRACTOR SHALL APPLY 3 COATS OF ANTI - GRAFFITI COATING. 14 RELOCATE EXISTING STREET SIGN, NEW R -1 'STOP' SIGN AND POST PER SDRSDS M -45 15 RELOCATE SALVAGED STREET SIGN AND POST 18 RESET SURVEY MONUMENT, SEE MONUMENT NOTE 19 SAWCUT AND REPLACE 12" PAVEMENT WITH NEW 4" AC OVER 6 CLASS II BASE SECTION. 21 TELEPHONE MANHOLE TO BE ADJUST BY AT &T O PROTECT EXISTING POWER POLE IN PLACE �g PROTECT EXISTING VEGETATION /LANDSCAPE IN PLACE 25 PROTECT EXISTING RETAINING WALL IN PLACE �g PROTECT EXISTING BRICK CURB IN PLACE INSTALL TWO PAINT COATS WHITE RETROREFLECTORIZED �9 SHARED ROADWAY BICYCLE MARKING "SHARROW" PER CALTRANS STD PLAN A24C BREAK -AWAY SIGN POST PER SDRSD M -45. INSTALL ® WITH MUTCD R4 -11 31 CROSS GUTTER WITH 6" CLASS II BASE PER SDRSD G -12 32 2" GRIND AND OVERLAY 35 REPLACE CONCRETE PANELS TO NEAREST CONSTRUCTION JOINT PAINTED "RED CURB" PER ENCINITAS FIRE DEPARTMENT 37 REQUIREMENTS. SEE DETAIL 1 THIS SHEET CURB DATA ® SEE SHEET 8 FOR CURB DATA TABLE. MONUMENT NOTE ©1.51N IP W/ TAG TO BE TIED HORIZONTALLY & VERTICALLY AND REPLACED WITH SURVEY MONUMENT FLUSH WITH THE NEW CONCRETE SIDEWALK. CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A LICENSED LAND SURVEYOR REPLACE THE MONUMENT AND FILING OF A PRE - CONSTRUCTION CORNER RECORD AND A POST - CONSTRUCTION CORNER RECORD. CONTRACTOR SHALL INSTALL BMPS AND MAINTAIN A CLEAN AND ORDERLY STAGING AREA TO THE SATISFACTION OF THE CITY INSPECTOR. "No Parking Fire Lane" WHITE letters on RED curb X ate{ ""'' s`,,yc �4�v,gP C. 0• KF A. N v 5 89,07 B STREET - IMPROVEMENT PLAN f V 15092 AVENUE OF SCIENCE, SUITE 200 10 0 10 20 YF SAN DIEGO, CA 92128 9TF O P: 858.385.0500 WWW.NV5.COM SCALE: 1"=10' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT NGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. —A AS -BwLTS ! so MJW THE BENCH MARK IS 2" SO. CO. ENG. PLANS PREPARED UNDER SUPERVISION OF RE � l DED: APPROVED: IMPROVEMENT PLAN FOR: DEPT. BRASS DISK, STAMPED, "HORIZ. CTR, ENC TG 2" SET IN TOP OF CURB HORIZONTAL: 1 " =10' DATE: x/18/19 - EAST SIDE OF VULCAN AVENUE, 200 FEET � - � ` �"—'� BSTREET �I22 SI NORTH OF E STREET ,l �� // ff ®t R.C.E. No.: 69107 JOATE: ER MILLIG N EDWARD 1 ER SIDEWALK IMPROVEMENTS VERTICAL: N A �� o _ ° �i NAME DATE TAMARA C. O'NEAL EXP.: ¢,/30 /2020 E. R C E. WORK ORDER No. - SHEET % OF 26 V � I I i 1 j i } y s r 25 25 l ;AAT URB a M O TOP OF CURB �w o TOP OF CURB � T 0 O 10 4' f EX 00 0 ;° 0° 0 � .. N CV } Z RAMP � y� PRURB 0 00 ago � ' , N t0 0 000 �± �- W 20 i I ... X � ` N � � a0 � •L• • � ± E+- 00 NUJ Ld bj 20 ----------- _ _ „o�.,. t�0 W O) N U ! tl) O ^ N m + U -._ g+��H '� m 0 +�� oUJ 0�� 1.50% 1.00% ` - _ - - - -- _ _ -- V� oUJ< ^� � r� oUJ �F 1.50% _ _ = W # U o v o v + r EXISTING GROUND AT LL1 PROPOSED BOTTOM OF CURB ~ (n i� 9.17% { - 7.67% EXISTING GROUND AT € I 15 PROPOSED F LOWLINE a 15 1 r t I � 1 !! Y I i B STREET - CURB PROFILE z 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 i ETC] 19.851 TC 19.141 FL W 19.421 FL o.,31 APN 258 - 053 -07 TCH TCH TCH EXI 19.681 I I I W W 19.DD FL .. • • 1948 TC .: I ••••• 1169V FL •: . ° v W W W W 19.35.::TC APN 258-053-08 1.4 W W W 1 S.SS FL .. 1934 TC d< v ° 19.531 �� i 17.89 FL 18.02 FL 18.05 TC MASONRY RETAINING WALL PER SDRSD C -01. I W W 18.22 TC W SEE SHEET 15 FOR WALL PROFILE 'A' 17.55 ft 17.72 FL . W W W GRAVITY RETAINING WALL PER 0 :...r■ ten. ^: ,�... �� SDRSD C -09. SEE SHEET 15 � W W W W W FOR WALL PROFILE 'B' + 0 W W W W W W MASONRY RETAINING WALL PER SDRSD C -01. CV SEE SHEET 15 FOR WALL PROFILE 'A' W W v W 7.92 1 1 Ld .. W W LEI LLj 1 17.87 17.93 1806 18.43 18.80 19.18 19.69 19.94 - - - - - - - z TCH IXI �CH EX a ° a 17.79 17.85 11.98 CONCRETE SIDEWALK xa ;.. ° 19.61. CONCRETE 19 86 _ a f?ER soRSD G-7 ° a 18.3s �o a 16x2_ a a ° a gER SIDEWALK 1 • 1 19.1D v .Y.°•e °Se° V °opOS:e 7 S< e W DEW ° ° ° SDRSD G U LNIDSCADE IMBROVFtIENTS .:`° LANDSCAPE IM.PROV�MENTS F Ld { e e FIDE � /f1, 1.- a °eee°ee° 4 Q 1T.W W W W W W •Y W �r W W W W •Y W a Q a W W W W `i' SEC S Z W Q(' � \... ..f- ...�- ...f...f... f...f -...f .f.....f ...�F- ...l- ...f... ...� -...ter .:. ...�- ...f�... ...1�... � -... SEE SHEUL20 17.151 TC 16.69 17.80 TC 17.93 TC 18.31 TC mifel 19.06 TC 19.16 TC 19.44 TC 19.55 TC 19.80 TC 6.651 FL 17.27 TC 17.48 TC 1730 FL 17.43 FL 17.81 ft 18.56 FL 18.66 FL 18.94 FL 19.05 FL t9.30 FL 17.03 TG TCH 16.72 17.12 TC I 16.98 FL 14.49 IE SAWCUT AND REPLACE 12" PAVEMENT WITH 17.72 TC 16.76 FL NEW 4" AC OVER 6" CLASS 11 BASE SECTION. 17.22. FL - - - - - B STREET B B STREET 10 0o A o 11 +00 1200 13 QFtOFESS' N C 0 • �Fyc CO) c3 N v 5 w 69107] B STREET - PLAN it P 15092 AVENUE OF SCIENCE, SUITE 200 10 0 10 20 s>. y s° SAN DIEGO, CA 92128 9TF OFFO P: 858.385.0500 WWW.NV5.COM SCALE: 1"=10' CHANGE NO.' DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. AS -swLTS .1 ) THE BENCH MARK IS 2" SD. CO. ENG. PLANS PREPARED UNDER SUPERVISION OF RE E ED: APPROVED: IMPROVEMENT PLAN FOR: �+ DEPT. BRASS DISK, STAMPED, "HORIZ. HORIZONTAL: 1 " =10' DATE. 09/18/19 , B STREET 122 -5� CAR, SID TC 2" SET IN TOP E, CURB SIDEWALK IMPROVEMENTS EAST SIDE OF VULCAN AVENUE, 200 FEET ^ n n R.C.E. No.: 69107 P ILLIGAN EDWARD J. M R NORTH OF E STREET VERTICAL: 1 " =2' ®t C y °'( ,'� NAME DATE TAMAR C. O'NEAL EXP.: 6/30/2020 R. E; t - R DATE: . -� 9 WORK ORDER No. - SHEET 9 OF 26 C5�'� Q W 25 15 12 +50 O M oi U- 'O t VI LCi � N W 20 W W W w � G t V) N = W Ld W Q t TOP OF CURB 15 12 +50 O M oi U- B STREET - CURB PROFILE oa w a 25 O t LCi # W w 20 t 1 N = W S �V) Q t TOP OF CURB I B STREET - PLAN RAMP 1 EXISTING GROUND AT 15092 AVENUE OF SCIENCE, SUITE 200 N N) M ro rn.* m PROPOSED BOTTOM OF CURB 10 0 10 20 (R •o SAN DIEGO, CA 92128 n N N+ N N 0 4 o 7 r�i N . ,.......- _a,..,,..... 4MP 3 ... .. ..,.- _ ... xz ,.._mNN .:. + f2 V � .. 4,... .900 i + SCALE: 1"=10' F + DESCRIPTION APPROVED qt 4 i o' NNN aUU- -0.87% to O N 90 0�0 0NN + �FIJi 3.07%6 DRAWING NO. j WN +NN dUJ �- — 1 Za21 THE BENCH MARK IS 2" SD. CO. ENG. DEPT. BRASS DISK, STAMPED, "HORIZ. CTR, ENC TC 2" SET IN TOP OF CURB EAST SIDE OF VULCAN AVENUE, 200 FEET NORTH OF E STREET HORIZONTAL: 1 " =10' VERTICAL: 1 " =2' /� , tt Z( PLANS 3 REG EN ED: APPROVED- �= B. LLIGAN EDWARD J. MER R E.- - R.0 DATE: . 9 IMPROVEMENT PLAN FOR: B STREET SIDEWALK IMPROVEMENTS WORK ORDER No. - --- -' t � W TOP OF CURB _ J NAME DATE SHEET 10 OF 26 4' F EXISTING GROUND AT RAMP w v, PROPOSED BOTTOM OF CURB b to m s ^ MOB OHO N N 0 O O 1 t0 �� c0'D E ^N MNa N } U LO OE } O � 0) �O C4 ^� NNN� U-1 } +c4' M 0 + �6 J C J } } ! i +0 + ; B STREET - CURB PROFILE oa w a 25 O t LCi W w 20 t J V) N = W U W �V) Q t TOP OF CURB I B STREET - PLAN RAMP 1 EXISTING GROUND AT 15092 AVENUE OF SCIENCE, SUITE 200 N N) M ro rn.* m PROPOSED BOTTOM OF CURB 10 0 10 20 (R •o SAN DIEGO, CA 92128 n N N+ N N 0 4 o 7 r�i N . ,.......- _a,..,,..... 4MP 3 ... .. ..,.- _ ... xz ,.._mNN .:. + f2 V � .. 4,... .900 i + SCALE: 1"=10' 90 + DESCRIPTION APPROVED qt 4 i o' NNN aUU- -0.87% to O N 90 0�0 0NN + �FIJi 3.07%6 DRAWING NO. j WN +NN dUJ �- — 1 Za21 THE BENCH MARK IS 2" SD. CO. ENG. DEPT. BRASS DISK, STAMPED, "HORIZ. CTR, ENC TC 2" SET IN TOP OF CURB EAST SIDE OF VULCAN AVENUE, 200 FEET NORTH OF E STREET HORIZONTAL: 1 " =10' VERTICAL: 1 " =2' /� , tt Z( PLANS PREPARED UNDER SUPERVISION OF DATE: $ R.C.E. No.: 69107 I TAMARA C. O'NEAL EXP•: 6 30/2020 REG EN ED: APPROVED- �= B. LLIGAN EDWARD J. MER R E.- - R.0 DATE: . 9 IMPROVEMENT PLAN FOR: B STREET SIDEWALK IMPROVEMENTS WORK ORDER No. - --- -' t NAME DATE SHEET 10 OF 26 F b } 1 i B STREET - CURB PROFILE oa w a 25 O LCi W w 20 J V) N = W U W �V) Q v 5 `, 13 +00 13 +50 14 +00 14 +50 15 +00 22.741 TG F__( F24_.5_9±__TCj I I h n APN 258 - 053 -07 22.2D± �L I W 2a 02± FL _ um rv. �•- M ■ w.w w u.1v w ZJ.08 {G LJ.6! IL 19.40 FL 19.49 19.53 20.75 20.81 21.24 FL 21.86 FL 22.49 FL 20.02 TC 19.56 FL 20.66 FL 23.09 FL 23.37 FL 19.52 FL SAWCUT AND REPLACE 12" PAVEMENT WITH NEW 4" AC OVER 6" CLASS II BASE SECTION. �SAWCUT AND REPLACE 12" PAVEMENT WITH 19.94 TC 1.40 TC D NEW 4" AC OVER 6" CLASS It BASE SECTION. 19 C I 2D.90 FL B STREET 13 1300 13 14tOO �— f— 15 15 Q H N 69107 v 5 B STREET - PLAN 15092 AVENUE OF SCIENCE, SUITE 200 10 0 10 20 7 s y gTF,FOE� SAN DIEGO, CA 92128 P: 858.385.0500 WWW.NV5.COM SCALE: 1"=10' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. MIX Ase�lus 1 Za21 THE BENCH MARK IS 2" SD. CO. ENG. DEPT. BRASS DISK, STAMPED, "HORIZ. CTR, ENC TC 2" SET IN TOP OF CURB EAST SIDE OF VULCAN AVENUE, 200 FEET NORTH OF E STREET HORIZONTAL: 1 " =10' VERTICAL: 1 " =2' /� , tt Z( PLANS PREPARED UNDER SUPERVISION OF DATE: $ R.C.E. No.: 69107 I TAMARA C. O'NEAL EXP•: 6 30/2020 REG EN ED: APPROVED- �= B. LLIGAN EDWARD J. MER R E.- - R.0 DATE: . 9 IMPROVEMENT PLAN FOR: B STREET SIDEWALK IMPROVEMENTS WORK ORDER No. - 122-Si NAME DATE SHEET 10 OF 26 5 p3 ri O LO M to T OF CURB +� O O - EXISTING GROUND AT °n / / O N 0 -�- PROPOSED BOTTOM OF CURB u}i / ! TOP OF CURB to ~ �T�� Z EXISTING GROUND AT N °' °� `- 30 LV W w o / / �� C-' a PROPOSED BOTTOM OF CURB c} 8.2p / W W 40 F"-1 RAMP 0 P, to � � � � / / ¢ o T� u) W U + a+ a / z I� Ci J / C) W Q U� ^d / i ^ 00 -MM W. ui / V! + to w1 NC4� "J, / g +OUJ / ui -f CV rLEr / 7 t S L� 04 Lo In J Lo 0 r ZS 1 1.50% 35 s T E B STREET - CURB PROFILE 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 pq 39.551 TC w 41.01 TC I APN 258- 034 -08 39.001 411.44 IXIFL W ( I IXI M--i 39.04 TC 40.37 TC APN 258 -051 -07 38.54 FL 39.87 FL W W W W 38.72 TC 40.00 TC GRAVITY RETAINING FL NING WALL PER SDRSD I W �. W '•• � z 39.50 FL i C -09. SEE SHEET 16 FOR WALL 1 W 38.72 TC PROFILE D 37.71 TC W I W W 38.22 FL Z O 37.21 FL W O W 36.81 TC 36.89 TC O O 36.31 FL 36:39 FL W N v 26.151 TC 71 W W I 26.151 FL W W W W W TCH - - -- __ _ 33.81 W 35.78 TC LIJ 36.56 TC _ W W =z 28.31 3064 32.54 __ "' W �• WW W __ __ __ 1_ - Z= c%i J 25.70 TC µ ° -. _.. : - .._ f : ,, .. <;.... ..:. - .. 35.28 FL 1 6.06 FL W W a °° ee °a a•e•a _ 25.48 FL c Ka 1- eOO••°,y w •6 W W° Y W 2824 w W c ." ° c 30.° 5 7 � Ji a a ° � CONCRETE SIDEWALK CONCRETE SIDEWALK 33.71 'PER SORSDG -7 v,W PER SDRSD -7 W °° ° 3W 9 .15 a V • W ° W W a 4LW 2 0 W ° J W W I LANDSCAPE IMP ENTS � Qc a ° S SH 21 EE EET 21 Q 25.18 TC 25.74 1C 25.76 TC 2819 TC 30.52 TC 32 42 TC 3334 TC 3380 1C / -Z- /� /1 36.21 TC W36.82FL 39.10 TC 41.15 TC 2518 FL 25.53 FL 25.56 FL 27.69 FL 30.02 FL 31.92 FL 32.84 FL 33.30 FL 34.33 TC 35.99 TC 33.83 FL 1 35.49 FL 35.71 1 L 38.60 FL 40.65 FL - 34.1 t TC 36.08 TC ® SAWCUT AND REPLACE 12' PAVEMENT WITH 61 B 35.58 FL SAWCUT AND REPLACE 12" PAVEMENT WITH NEW 4" AC OVER 6" CLASS II BASE SECTION. NEW 4" AC OVER 6" CLASS II BASE SECTION. 13 BSTREET -- - - - -- 0 00 --I 1600 E ° f- - 17100 �- - - �OFESS/ Ag- i N V 5 69107 B STREET - PLAN 10 0 10 20 7 v .P 15092 AVENUE OF SCIENCE, SUITE 200 OF Cpa \F SAN DIEGO, CA 92128 qrt° D P: 858.385.0500 WWW.NV5.COM SCALE: 1"=10' :HANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT I MR I R TCO ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. p AS -SOMTS mjw THE BENCH MARK IS 2" SD. CO. ENG. PLANS PREPARED UNDER SUPERVISION OF R M DED: APPROVED: IMPROVEMENT PLAN FOR: DEPT. BRASS DISK, STAMPED, "HORIZ HORIZONTAL: 1" =10' DATE: � (,.^. B STREET 'I22 -$� CTR, ENC TC 2" SET IN TOP OF CURB EAST SIDE OF VULCAN AVENUE, 200 FEET R.C.E. No.: 69107 ETER ILLI AN EDWARD J R NORTH OF E STREET VERTICAL: 1' =2' • d I ° /( DATE: 9 soli SIDEWALK IMPROVEMENTS NAME DATE TAMARA C. O'NEAL EXP.: k•/30/2020 R C E. R.C.E. _ WORK ORDER No. - SHEET 11 OF 26 E � ! i3 dj 0 z : EL i t J Vr 2 !^� - 3 O N Q 35 - ONN O�fH ri t+pJ rlL a .0 •M M N M N .. _ -- ..a., -.v .nom.... .......w...- ..vam..m s r 00 M +O J / O 5 p3 ri O LO M to T OF CURB +� O O - EXISTING GROUND AT °n / / O N 0 -�- PROPOSED BOTTOM OF CURB u}i / ! TOP OF CURB to ~ �T�� Z EXISTING GROUND AT N °' °� `- 30 LV W w o / / �� C-' a PROPOSED BOTTOM OF CURB c} 8.2p / W W 40 F"-1 RAMP 0 P, to � � � � / / ¢ o T� u) W U + a+ a / z I� Ci J / C) W Q U� ^d / i ^ 00 -MM W. ui / V! + to w1 NC4� "J, / g +OUJ / ui -f CV rLEr / 7 t S L� 04 Lo In J Lo 0 r ZS 1 1.50% 35 s T E B STREET - CURB PROFILE 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 pq 39.551 TC w 41.01 TC I APN 258- 034 -08 39.001 411.44 IXIFL W ( I IXI M--i 39.04 TC 40.37 TC APN 258 -051 -07 38.54 FL 39.87 FL W W W W 38.72 TC 40.00 TC GRAVITY RETAINING FL NING WALL PER SDRSD I W �. W '•• � z 39.50 FL i C -09. SEE SHEET 16 FOR WALL 1 W 38.72 TC PROFILE D 37.71 TC W I W W 38.22 FL Z O 37.21 FL W O W 36.81 TC 36.89 TC O O 36.31 FL 36:39 FL W N v 26.151 TC 71 W W I 26.151 FL W W W W W TCH - - -- __ _ 33.81 W 35.78 TC LIJ 36.56 TC _ W W =z 28.31 3064 32.54 __ "' W �• WW W __ __ __ 1_ - Z= c%i J 25.70 TC µ ° -. _.. : - .._ f : ,, .. <;.... ..:. - .. 35.28 FL 1 6.06 FL W W a °° ee °a a•e•a _ 25.48 FL c Ka 1- eOO••°,y w •6 W W° Y W 2824 w W c ." ° c 30.° 5 7 � Ji a a ° � CONCRETE SIDEWALK CONCRETE SIDEWALK 33.71 'PER SORSDG -7 v,W PER SDRSD -7 W °° ° 3W 9 .15 a V • W ° W W a 4LW 2 0 W ° J W W I LANDSCAPE IMP ENTS � Qc a ° S SH 21 EE EET 21 Q 25.18 TC 25.74 1C 25.76 TC 2819 TC 30.52 TC 32 42 TC 3334 TC 3380 1C / -Z- /� /1 36.21 TC W36.82FL 39.10 TC 41.15 TC 2518 FL 25.53 FL 25.56 FL 27.69 FL 30.02 FL 31.92 FL 32.84 FL 33.30 FL 34.33 TC 35.99 TC 33.83 FL 1 35.49 FL 35.71 1 L 38.60 FL 40.65 FL - 34.1 t TC 36.08 TC ® SAWCUT AND REPLACE 12' PAVEMENT WITH 61 B 35.58 FL SAWCUT AND REPLACE 12" PAVEMENT WITH NEW 4" AC OVER 6" CLASS II BASE SECTION. NEW 4" AC OVER 6" CLASS II BASE SECTION. 13 BSTREET -- - - - -- 0 00 --I 1600 E ° f- - 17100 �- - - �OFESS/ Ag- i N V 5 69107 B STREET - PLAN 10 0 10 20 7 v .P 15092 AVENUE OF SCIENCE, SUITE 200 OF Cpa \F SAN DIEGO, CA 92128 qrt° D P: 858.385.0500 WWW.NV5.COM SCALE: 1"=10' :HANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT I MR I R TCO ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. p AS -SOMTS mjw THE BENCH MARK IS 2" SD. CO. ENG. PLANS PREPARED UNDER SUPERVISION OF R M DED: APPROVED: IMPROVEMENT PLAN FOR: DEPT. BRASS DISK, STAMPED, "HORIZ HORIZONTAL: 1" =10' DATE: � (,.^. B STREET 'I22 -$� CTR, ENC TC 2" SET IN TOP OF CURB EAST SIDE OF VULCAN AVENUE, 200 FEET R.C.E. No.: 69107 ETER ILLI AN EDWARD J R NORTH OF E STREET VERTICAL: 1' =2' • d I ° /( DATE: 9 soli SIDEWALK IMPROVEMENTS NAME DATE TAMARA C. O'NEAL EXP.: k•/30/2020 R C E. R.C.E. _ WORK ORDER No. - SHEET 11 OF 26 .n I PER SDRSD G -2 ,nralanivn rLn Junou v -v-to WHITE THERMOPLASTIC 'CONTINENTAL' CROSSWALK, PER CALTRANS STD DETAIL A24F (TYP) 1 OP OF CURB CONSTRUCTED APPROXIMATELY V EIIG HER THAN DESIGN 6RpoE GRAVITY RETAINING WALL PER 0" SDRSD C -09 SEE SHEET 20 SEE SHEET 20 FOR FOR WALL PROFILE LANDSCAPE IMPROVEMENTS 20.44 TC 0.01± 19.881 20.44 21 7CH DTI 7CH IX 19-96 19.87 19.87 ° 8.33% °' n W SLOPE °ca< r�m °cn o °2 v ° °0 a SOLE G P T d MAX. ° ° �- 19.85 a 20.38 19.95 MQ+ CONCRETE ° 19.85 �Nj' SIDEWALK t a PER SDRSD G -7 000000000 ° \V 1 10.0% 001 1.5% °0 10.0% < 20.18 TC SLOPE_ o SLOPE Oo SLOPE_ 19.68 FL MAX. 0 MAX. 0 ° MAX. r�1 1`t 9A9 I 1`1 9•J 6' -0" 4' -0" 6' -0" �-6" ROLLED CURB AND GUTTER TYPE A PER SDRSD G -04A �o �O ° a ° MASONRY RETAINING WALL PER SDRSD C -01 SEE SHEET 20 FOR WALL PROFILE 11775 �' L a V- ° Q 4 17.87 ° ° < CONCRETE ° ° SIDEWALK PFR SnRSn r, -7 B STREET r SAWCUT AND REPLACE 1' MINIMUM PAVEMENT WITH 4" AC / 6" CLASS II BASE MP) B STREET 21 ��4mulm ��Q��i1,�� ei1��s1 °��i�' ►�� ._.�s.�..`s 6' -0" 4 4' -0" W -O" r r ° Q < ° CONCRETE SIDEWALK Fl-9--l6---TCl 8.33X PER SDRSD G -7 119.16 BC SLOPE ° ,,MAX. ° ° Q SEE SHEET 20 FOR LANDSCAPE IMPROVEMENTS 6" CURB AND GUTTER PER SDRSD G -2 Q LLJ Q U SAWCUT AND REPLACE 1' MINIMUM PAVEMENT WITH 4" AC f 6" CLASS II BASE (TYP) [DF OP OF CURB ONSTRUCTED 1.79 ± PPAaYoAATpt-Y ITCH EXIST 7' -0• IGHER THAN 51GN GRADE 20.13 TC 19.63 FL m 00 000 °oo ,O n °n0 N O 1 o 7 SAWCUT AND 0000 0 w °o La �o o °° 5° O G I p N >- o - ° eN ° to ^ to p 20.13 TC 19.63 FL m 00 000 °oo ,O n °n0 8.33% SLOPE ,MAX. SAWCUT AND 0000 0 PAVEMENT o° o 0 ®� 1 � 1' 1 � i 1 � 1 _ 1' 1 � � i � � �' 1 � � i � � � � 1 � �, : � ► ' 1 � 1' 1 � 1 � i �' 1 � 1 � 1 � ' � � 1 � � 1 � ' ' � � �' 1 � 1 � ' � i 6- CURB AND G PER SDRSD G-T� era B STREET S AND AWCUT ASE() PAVEMENT WITH AC / 6 CLASS 11 B GRAVITY RETAINING WALL PER SDRSD C -09 SEE SHEET 21 FOR WALL PROFILE k07 Tn PROTECT EXISTING 1.07 BC POWER POLE IN PACE r; r 4' , a o 25.16 TC 23.65 t 24.37 BC 24.01 CONCRETE ° SIDEWALK • PER SDRSD G -7 < o Q ° ,u < 8' -0" 1 5' -2" D PEDESTRIAI 10 SCALE: 1 "= 5' 7' -0" 1 4' -0" L6" CURB AND GUTTER B STREET 6" CURB AND GUTTER PER SDRSD G -2 PER SDRSD G -2 .0k C. o" <F N v 5 a� �2 69107] SCIENCE, 15092 AVENUE OF SUITE 200 sgTF C SAN DIEGO, CA 92128 OF FO `P P: 858.385.0500 WWW.NV5.COM CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. no A5-OUL" A4jw ITURV THE BENCH MARK IS 2" SD. CO. ENG. PLANS PREPARED UNDER SUPERVISION OF REC MEN ED: APP OV : IMPROVEMENT PLAN FOR: DEPT. BRASS DISK, STAMPED, "HORIZ. DATE: CTR> ENC TC 2" SET IN TOP OF CURB HORIZONTAL: 1 " =5'� ' B STREET 122 -Sl EAST SIDE OF VULCAN AVENUE, 200 FEET : R.C.E. No.: 69107 TE B. ILLIG N EDWARD J. R NORTH OF E STREET VERTICAL: N/A - a� ��J r. t1 V . �, SIDEWALK IMPROVEMENTS EXP.: ATE: DATE: NAME DATE TAMA A C. O'NEAL E/30 /2020 R.C.E. - R.C.E. WORK ORDER No. - SHEET 13 OF 26 m ^ SAWCUT AND REPLACE 1' MINIMUM PAVEMENT >- WITH 4" AC / 6" CLASS II BASE (TYP) 6.151 TC ETCH Ld DO 6.151 TC GRAVITY RETAINING WALL PER SDRSD C -09 SEE SHEET 21 FOR WALL PROFILE Q 6.15± FL TCH IXI 25.81 25.87 25.94 TC 26.33 TC 5'_0" 7'-0" 25.44 FL 25.83 R - *. 25.10 TC 25.96 TC 25.88 TC 24.60 FL 25.46 FL 25.58 c ° 25.77 TC ° c , c 1 25.77 CONCRETE *0 7 a SIDEWALK PER i° Y ° ° ° Y °o °o °o 1 i • CC ,o w l I 1 ° ° ° o °o° °000°00 ° 25.81 SDRSD G -7 in 0 0 0 > °0 °� °� �C7 `' N 1 o o° ° 0 °° °moo ° ° ° °° c `1.5% ° Y0O�OD° t!1 a000000000 1 SLOPE, MAX. 00 °00000000 ;n SEE SHEET 21 FOR v wa oo °oo - �_ LANDSCAPE IMPROVEMENTS Q o LSAWCUT AND REPLACE 1' MINIMUM PAVEMENT 25.76 TC !3.93 TC WITH 4" AC / 6" CLASS II BASE (TYP) 25.18 TC 25.70 TC 25.56 FL .3.93 FL 125.18 FL 25.48 FL 7' -0" 1 4' -0" L6" CURB AND GUTTER B STREET 6" CURB AND GUTTER PER SDRSD G -2 PER SDRSD G -2 .0k C. o" <F N v 5 a� �2 69107] SCIENCE, 15092 AVENUE OF SUITE 200 sgTF C SAN DIEGO, CA 92128 OF FO `P P: 858.385.0500 WWW.NV5.COM CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. no A5-OUL" A4jw ITURV THE BENCH MARK IS 2" SD. CO. ENG. PLANS PREPARED UNDER SUPERVISION OF REC MEN ED: APP OV : IMPROVEMENT PLAN FOR: DEPT. BRASS DISK, STAMPED, "HORIZ. DATE: CTR> ENC TC 2" SET IN TOP OF CURB HORIZONTAL: 1 " =5'� ' B STREET 122 -Sl EAST SIDE OF VULCAN AVENUE, 200 FEET : R.C.E. No.: 69107 TE B. ILLIG N EDWARD J. R NORTH OF E STREET VERTICAL: N/A - a� ��J r. t1 V . �, SIDEWALK IMPROVEMENTS EXP.: ATE: DATE: NAME DATE TAMA A C. O'NEAL E/30 /2020 R.C.E. - R.C.E. WORK ORDER No. - SHEET 13 OF 26 TOP OF CURBC®NSTRUCTED APPR0%9AAT£L`( C' HIGHER THAN DES16N GRADE 1 TOP OF CURB CONSTRUCTED APPROXIMATELY 1-11641ERT44AN DESIGN GRADE 0 6i 8- CURB AND GUTTER L 33.3 FL '-SAWCUT AND REPLACE 1' PER SDRSD G -2 GUTTER TO AC / 6- CLASS II BASE (TYP) CURB AND MINIMUM PAVEMENT WITH 4" ROLLED CURB TRANSITION PER SDRSD G -048 6" ROLLED CURB AND GUTTER TYPE A PER SDRSD G -04A Y // \L, . I SEE SHEET 21 FOR LANDSCAPE IMPROVEMENTS 4' -6- 3' -10' 4' -11" w 36.32 6.70f ^ N ► — "O° 000000 °000 0° <i 8.33% SLOPE °0 °0 ° ° °° �: .. °0 °„ ° °0° W \ a WHITE THERMOPLASTIC 'STOP' b a v PER CALTRANS STD DETAIL A24D SEE SHEET 21 FOR L LANDSCAPE IMPROVEMENTS V -11' 144' -2' 4' -5' \L X12' -5' WHITE THERMOPLASTIC 34.27 TC 35.33 TC 'CONTINENTAL' CROSSWALK, PER .81± 4.081 34.27 BC 34.3 FL CALTRANS STD DETAIL A24F (TYP) TCH EXI TCH EX 79 33.c 0000 °0000 °0° °00000 o° L c 34.20 o0 oo°0� o0 o-°0 o 000 °0O°° °°0 o0° j LJ 8.33% SLOPE ° °,�a 00 000NCRETE 'C 00 SIDEWALK T PER S DRSD G _ 7' I v 1.5% SLOPE v N(M' o°y °gc X00 V00 ) 33.71 c MAX. Q 34.17 °0 °0000 000 °° °0000 a 000000000 0 °0 °0 °0o Z N � � 33.97 34.10 � 1yv� ti _.. �... f... ;. � 34.72 0 6i 8- CURB AND GUTTER L 33.3 FL '-SAWCUT AND REPLACE 1' PER SDRSD G -2 GUTTER TO AC / 6- CLASS II BASE (TYP) CURB AND MINIMUM PAVEMENT WITH 4" ROLLED CURB TRANSITION PER SDRSD G -048 6" ROLLED CURB AND GUTTER TYPE A PER SDRSD G -04A Y // \L, . I SEE SHEET 21 FOR LANDSCAPE IMPROVEMENTS 4' -6- 3' -10' 4' -11" w 36.32 6.70f ^ N ► — "O° 000000 °000 0° <i 8.33% SLOPE °0 °0 ° ° °° �: .. °0 °„ ° °0° a s- B STREET 6" ROLLED CURB AND GUTTER TYPE A PER SDRSD G -04A- Vniwi cnun yIHIVfl UWq c °1.5% < SLOPE a io CONCRETE MAX. ° am v SIDEWALK a PER SDRSD G -7 c c a a 6" CURB AND GUTTER PER SDRSD G -2 CURB AND GUTTER TO ROLLED CURB TRANSITION PER SDRSD G -04B PROTECT EXISTING RETAINING WALL IN PLACE 42.21 a GRAVITY RETAINING WALL PER SDRSD 4• -0° T -O- C 09 SEE SHEET 16 FOR WALL PROFILE .35 44 44 41 44.91 v x , D 42.15 ° <1 1.5% a ° CONCRETE ;o SLOPE ° ° „SLOPE SIDEWALK a MAX. a c PER SDRSD G -7 ► c �6" CURB AND GUTTER PER SDRSD G -2 SAWCUT AND REPLACE 1' MINIMUM PAVEMENT WITH 4" AC / 6- CLASS II BASE (TYP) B STREET 5' -0" .45.50 FL v 45.27 - " e (V 0 ° 0 a V 44.86 TC 44.86 FL U Lil Q N v 5 89107 15092 DIEGO, CA 92128lENCE, SUITE 200 �F OF CAUFO � P: 858.385.0500 WWW.NV5.COM CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. AS- BUIL15 MJW 11 THE BENCH MARK IS 2" SD. Co. ENG. PLANS PREPARED UNDER SUPERVISION OF RE E ED: APPROVED: IMPROVEMENT PLAN FOR: DEPT. BRASS DISK, STAMPED, HORIZ. CTR, ENC TC 2" SET IN TOP OF CURB HORIZONTAL: 1 " =5' n DATE: Q,Q /18/19 -Sa EAST SIDE OF VULCAN AVENUE, 200 FEET / / �---� B STREET 722 S� NORTH OF E STREET VERTICAL: N A �� yj ®�� ✓`O J/ R.C.E. No.: 69107 = 8. ILLIG N EDWARD J ER SIDEWALK IMPROVEMENTS m �.�_ NAME DATE TAMARA C. O'NEAL EXP.: §/Z0/2v&0 R C E. R C E SHEET 14 OF Z Q ME a b a v 5' -0" .45.50 FL v 45.27 - " e (V 0 ° 0 a V 44.86 TC 44.86 FL U Lil Q N v 5 89107 15092 DIEGO, CA 92128lENCE, SUITE 200 �F OF CAUFO � P: 858.385.0500 WWW.NV5.COM CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. AS- BUIL15 MJW 11 THE BENCH MARK IS 2" SD. Co. ENG. PLANS PREPARED UNDER SUPERVISION OF RE E ED: APPROVED: IMPROVEMENT PLAN FOR: DEPT. BRASS DISK, STAMPED, HORIZ. CTR, ENC TC 2" SET IN TOP OF CURB HORIZONTAL: 1 " =5' n DATE: Q,Q /18/19 -Sa EAST SIDE OF VULCAN AVENUE, 200 FEET / / �---� B STREET 722 S� NORTH OF E STREET VERTICAL: N A �� yj ®�� ✓`O J/ R.C.E. No.: 69107 = 8. ILLIG N EDWARD J ER SIDEWALK IMPROVEMENTS m �.�_ NAME DATE TAMARA C. O'NEAL EXP.: §/Z0/2v&0 R C E. R C E SHEET 14 OF Z Q ME 0 +00 0 +50 0+70 RETAINING WALL 'A' - PER SDRSD C -01 25 fkfjl 15 12 se ALL GRAV►TYWALLS G0N5TRUCTtb WITNOUTSKATE STOPPERS. 18'X3' NATURAL SANDSTONE CAP IM" TYPE 'C GRAVITY WALL PER SDRSD C -09 WITH Cpl ATM CTQppr. nn • eEl ' 1 , z SANDSTONE VENEER FACING PER DETAIL 1 THIS SHEEP k 0 0) 0 a TOP OF SIDEWALK SEE EXISTING GROUND AT BACK OF IMPROVEMENT PLANS WALL. CONTRACTOR TO LAY BACK N AND SMOOTH GRADE TRANSITION TO EXISTING ! g i' 0 +50 BOTTOM OF WALL RETAINING WALL 'B'- PER SDRSD C -02 25 Kil 15 _- .. . -12 0+96 a EXISTING GROUND AT BACK OF WALL. CONTRACTOR TO LAY BACK AND SMOOTH GRADE TRANSITION TO EXISTING NOTES 18 "x3" SANDSTONE COPING TO MATCH APPROVED VENEER FACING. O VENEER TO MATCH SANDSTONE COPING. CONTRACTOR SHALL APPLY 3 COATS OF ANTI - GRAFFITI COATING. O !2" ( #4) X 12" BONDED (EPDXY) DOWEL O4 MORTOR SHALL BE A COLOR TO MATCH CITY APPROVED VENEER FACING. O TYPE 'C' GRAVITY WALL PER SDRSD C -09 O MODIFIED 5" THICK "ETCHED OMAHA TAN ", 3,250 PSF SIDEWALK PER SDRSD G -7 7) ER SOILS REPORT PREPARED BY GE PA�;A DATED NOVEMBER 29TH, 2018. ADD11►oNA OOCK INSTALLED UNDERF00lT' mlwT GRAVITY RI SCALE: 1 "= 5' I JTW, 16 "x16" PILASTER RETURN APN 258- 053 -08 0 APN 258- 053 -07 RETAINING WALL 'A'; PER SDRSD C -01 MASONRY RETAINING TYPE 1 RETAINING WALL 'B'; 16'x16" PILASTER RETURN I ( 21.59 TW TYPE 'C' GRAVITY WALL PER ! 22.17 TW I I 18.59 SDRSD C -09. SEE DETAIL 1 19.17 24.70 - TW THIS SHEET FOR ADDITIONAL I \ - - 16.70 1F - - - - - - - - INFORMATION i ~ �... �.....- ...f•. /� /-L/ B STREET Gj �! N v 5 6=7 B STREET - RETAINING WALL PLAN Iv * 15092 AVENUE OF SCIENCE, SUITE 200 10 0 10 20 7 V .4 SAN DIEGO, CA 92128 g7F OF FOE P: 858.385.0500 WWW.NV5.COM SCALE: 1"=10' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. AS•00LTS J ►I THE BENCH MARK IS 2" SD. CO. ENG. PLANS PREPARED UNDER SUPERVISION OF REC E DED: APP OV IMPROVEMENT PLAN FOR: DEPT. BRASS DISK, STAMPED, "HORIZ. DATE: ��++ CTR, ENC TC 2" SET IN TOP OF CURB HORIZONTAL: 1" =10' „ �1$/� B STREET 122 -�7l EAST SIDE OF VULCAN AVENUE, 200 FEET �� R.C.E. No.: 69107 R B. ILL EDWARD ER �p NORTH OF E STREET VERTICAL: 1'=2' m ��. �% D ► / SIDEWALK IMPROVEMENTS DATE: NAME DATE TAMARA .'O'NEAL EXP•: 30/2020 R.C.E. — R.C.E. WORK ORDER No. — SHEET 15 OF 26 Q Q 00 W APN 258 - 051 -08 RETAINING WALL 'C'; TYPE 'C' GRAVITY WALL PER SDRSD C -09. SEE DETAIL 1 SHEET 15 FOR ADDITIONAL INFORMATION III 20 0 +98 Kil f O o03 �N 0 +00 18 "X3" NATURAL SANDSTONE 0+50 0 +95 RETAINING WALL 'D'- PER SDRSD C -02 I - I I � I W h-� APN 258- 051 -07 I � I I I RETAINING WALL 'D; TYPE 'C' GRAVITY WALL PER SDRSD C -09. SEE DETAIL 1 SHEET 15 FOR ADDITIONAL INFORMATION 1 124.81 124.87 112,11 a ..f-- .i- ...�- ._i -... f_... s-.... �--... �-.» s-... E-... i-... s-... f... t- ...f- ...f- ...f- ...f...f...f... ... f-._ �-.» �-... f-... f... f-... f... f-... f... f-... f-... �-... f...'�- ...�- ...�- ._f...f...f... .�- ...f...� -... �_...� -... u B STREET 18 "x3" NATURAL SANDSTONE CAP WITH SKATE STOPPERS. EVENLY SPACED, 3' OC MINIMUM OR TO SATISFACTION OF CITY'S CONSTRUCTION REPRESENTATIVE) EXISTING GROUND AT BACK OF t WALL. CONTRACTOR TO LAY N 0 BACK AND SMOOTH GRADE "► TRANSITION TO EXISTING fn 00 j + 50 --4 -50 TOP OF SIDEWALK SEE c°4r� -� 4 IMPROVEMENT PLANS +,; 4 M 45 37 1 c ALL GRAVITY WA41.5 COMSTILUC 700 "TlI SKATE STOPPEItS.' - r r M,o m 18 "x3" NATURAL SANDSTONE CAP EXISTING GROU D AT BACK c . OF WALL. CONTRACTOR TO O+N I LAY BACK AND SMOOTH I GRADE TRANSITION TO U EXISTING I 00 ro TOP OF SIDEWALK + N SEE IMPROVEMENT Q PLANS 25-- ti I TYPE 'C' GRAVITY WALL PER M SDRSD C -09 WITH + SANDSTONE VENEER FACING 0 PER DETAIL 1 SHEET 15 3 20 (n m 000 BOTTOM OF WALL; 000 00 N a I f E j 0+00 0+50 RETAINING WALL 'C' - PER SDRSD C -02 APN 258 - 051 -08 RETAINING WALL 'C'; TYPE 'C' GRAVITY WALL PER SDRSD C -09. SEE DETAIL 1 SHEET 15 FOR ADDITIONAL INFORMATION III 20 0 +98 Kil f O o03 �N 0 +00 18 "X3" NATURAL SANDSTONE 0+50 0 +95 RETAINING WALL 'D'- PER SDRSD C -02 I - I I � I W h-� APN 258- 051 -07 I � I I I RETAINING WALL 'D; TYPE 'C' GRAVITY WALL PER SDRSD C -09. SEE DETAIL 1 SHEET 15 FOR ADDITIONAL INFORMATION 1 124.81 124.87 112,11 a ..f-- .i- ...�- ._i -... f_... s-.... �--... �-.» s-... E-... i-... s-... f... t- ...f- ...f- ...f- ...f...f...f... ... f-._ �-.» �-... f-... f... f-... f... f-... f... f-... f-... �-... f...'�- ...�- ...�- ._f...f...f... .�- ...f...� -... �_...� -... u B STREET 18 "x3" NATURAL SANDSTONE CAP WITH SKATE STOPPERS. EVENLY SPACED, 3' OC MINIMUM OR TO SATISFACTION OF CITY'S CONSTRUCTION REPRESENTATIVE) EXISTING GROUND AT BACK OF t WALL. CONTRACTOR TO LAY N 0 BACK AND SMOOTH GRADE "► TRANSITION TO EXISTING fn 00 j + 50 --4 -50 TOP OF SIDEWALK SEE c°4r� -� 4 IMPROVEMENT PLANS +,; 4 M 45 37 i BOTTOM OF WALL TYPE 'C' GRAVITY WALL PER SDRSD C -09 WITH SANDSTONE VENEER FACING PER DETAIL 1 SHEET 15 z 0+47 45 Vii] RETAINING WALL 'E' APN 258 - 034 -08 I I I I I I RETAINING WALL 'E'; TYPE 'C' GRAVITY WALL PER SDRSD C-,09. SEE DETAIL 1_SHEET ' B STREET I I I I I I C. F21 N v 5 69107 B STREET - RETAINING WALL PLAN � * 15092 AVENUE OF SCIENCE, SUITE 200 10 0 10 20 sy v s SAN DIEGO, CA 92128 9TF (OFF`FOE P: 858.385.0500 WWW.NV5.COM SCALE: 1"=10' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. mill I p AS- BupLTS J 110 THE BENCH MARK IS 2" SD. CO. ENG. PLANS PREPARED UNDER SUPERVISION OF IMIE ED: APPROVED- , IMPROVEMENT PLAN FOR: �+ DEPT. BRASS DISK, STAMPED, "HORIZ• DATE: B STREET 22 S� CTR, ENC TC 2" SET IN TOP OF CURB HORIZONTAL: 1 " =10' _ EAST SIDE OF VULCAN AVENUE, 200 FEET R.C.E. No.: 69107 TER B. MILLI AN EDWARD J. MkJER SIDEWALK IMPROVEMENTS NORTH OF E STREET VERTICAL: 1 " =2' �� , 1G. 21 C- NAME DATE TAMARA C. O'NEAL EXP.: V30/2020 R C 7.4 E. - DATE: .�339 WORK ORDER No. - SHEET 16 OF 26 STE c - r r c i BOTTOM OF WALL TYPE 'C' GRAVITY WALL PER SDRSD C -09 WITH SANDSTONE VENEER FACING PER DETAIL 1 SHEET 15 z 0+47 45 Vii] RETAINING WALL 'E' APN 258 - 034 -08 I I I I I I RETAINING WALL 'E'; TYPE 'C' GRAVITY WALL PER SDRSD C-,09. SEE DETAIL 1_SHEET ' B STREET I I I I I I C. F21 N v 5 69107 B STREET - RETAINING WALL PLAN � * 15092 AVENUE OF SCIENCE, SUITE 200 10 0 10 20 sy v s SAN DIEGO, CA 92128 9TF (OFF`FOE P: 858.385.0500 WWW.NV5.COM SCALE: 1"=10' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. mill I p AS- BupLTS J 110 THE BENCH MARK IS 2" SD. CO. ENG. PLANS PREPARED UNDER SUPERVISION OF IMIE ED: APPROVED- , IMPROVEMENT PLAN FOR: �+ DEPT. BRASS DISK, STAMPED, "HORIZ• DATE: B STREET 22 S� CTR, ENC TC 2" SET IN TOP OF CURB HORIZONTAL: 1 " =10' _ EAST SIDE OF VULCAN AVENUE, 200 FEET R.C.E. No.: 69107 TER B. MILLI AN EDWARD J. MkJER SIDEWALK IMPROVEMENTS NORTH OF E STREET VERTICAL: 1 " =2' �� , 1G. 21 C- NAME DATE TAMARA C. O'NEAL EXP.: V30/2020 R C 7.4 E. - DATE: .�339 WORK ORDER No. - SHEET 16 OF 26 STE I- o 0 + N W W O M = Q U H W Q (n :2 W W H H rI" L 1 .I j/7- f 10100 ° I APN 258-053-07 / * *CONSTRUCTION STAGING O 0 M a —FO— —FO FO— —FO— — 2 0 0 13 00 FIBER OPTIC LINE INs'mt-f0 6. FROM LIP OF GUTTER F� W F� M '4 I I APN 258 - 053 -07 ( I I I CONSTRUCTION STAGING o + W C i N J _ — Z m U ~ W FO— —FO— —FO— -- —FO— —FO— —FO- B STREET 12 00 L0 + 00 W W LW _Z = J V) = W U LIJ Q � LEGEND PROPOSED NO. 5 PULLBOX PROPOSED FIBER OPTIC LINE 2-WERM. TRENCH DETAIL "A" ON SHEET 19. CONSTRUCTION NOTES I7-1 — — —FO— FIBER OPTIC ALIGNMENT IS DIAGRAMMATIC AND FOR SCHEMATIC PURPOSES. DEVIATIONS FROM PROPOSED ALIGNMENT MAY BE REQUIRED IN THE FIELD BASED ON THE ESTIMATED LOCATION OF EXISTING UTILITIES SHOWN. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. N v 5 ' 69107 T SAN DIEGOAVENUE CA 92128 SCIENCE, SUITE 200 10 0 10 20 V�� Y P: 858.385.0500 WWW.NV5.COM SCALE: 1"=10' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. ICU p as- sul�TS m w Z /! ZO THE BENCH MARK IS 2" SO. CO. ENG. PLANS PREPARED UNDER SUPERVISION OF RE MMEN ED: APPROVED: IMPROVEMENT PLAN FOR: DEPT. BRASS DISK, STAMPED, HORIZ. CTR, ENC TC 2" SET IN TOP OF CURB HORIZONTAL: 1 " =10' DATE. 09/18/19 ' B STREET 122 -SI EAST SIDE OF VULCAN AVENUE, 200 FEET ) R.C.E. No.: 6910 TER B. MILLIGAN EDWARD J. M NORTH OF E STREET VERTICAL: N/A ®>%.. , \l . �t _ SIDEWALK IMPROVEMENTS NAME DATE TAMARA C. O'NEAL EXP.: 6/30/2020 R.C.E. DATE . 1�� WORK ORDER No. - SHEET 17 OF 26 i wav LO — —FO— — 0 (V a —FO— —FO FO— —FO— — 2 0 0 13 00 FIBER OPTIC LINE INs'mt-f0 6. FROM LIP OF GUTTER F� W F� M '4 I I APN 258 - 053 -07 ( I I I CONSTRUCTION STAGING o + W C i N J _ — Z m U ~ W FO— —FO— —FO— -- —FO— —FO— —FO- B STREET 12 00 L0 + 00 W W LW _Z = J V) = W U LIJ Q � LEGEND PROPOSED NO. 5 PULLBOX PROPOSED FIBER OPTIC LINE 2-WERM. TRENCH DETAIL "A" ON SHEET 19. CONSTRUCTION NOTES I7-1 — — —FO— FIBER OPTIC ALIGNMENT IS DIAGRAMMATIC AND FOR SCHEMATIC PURPOSES. DEVIATIONS FROM PROPOSED ALIGNMENT MAY BE REQUIRED IN THE FIELD BASED ON THE ESTIMATED LOCATION OF EXISTING UTILITIES SHOWN. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. N v 5 ' 69107 T SAN DIEGOAVENUE CA 92128 SCIENCE, SUITE 200 10 0 10 20 V�� Y P: 858.385.0500 WWW.NV5.COM SCALE: 1"=10' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. ICU p as- sul�TS m w Z /! ZO THE BENCH MARK IS 2" SO. CO. ENG. PLANS PREPARED UNDER SUPERVISION OF RE MMEN ED: APPROVED: IMPROVEMENT PLAN FOR: DEPT. BRASS DISK, STAMPED, HORIZ. CTR, ENC TC 2" SET IN TOP OF CURB HORIZONTAL: 1 " =10' DATE. 09/18/19 ' B STREET 122 -SI EAST SIDE OF VULCAN AVENUE, 200 FEET ) R.C.E. No.: 6910 TER B. MILLIGAN EDWARD J. M NORTH OF E STREET VERTICAL: N/A ®>%.. , \l . �t _ SIDEWALK IMPROVEMENTS NAME DATE TAMARA C. O'NEAL EXP.: 6/30/2020 R.C.E. DATE . 1�� WORK ORDER No. - SHEET 17 OF 26 i wav I— 0 SLO 0+ Iz N W W M0 z W T Q U wa 0:2 10 00 i APN 258 - 053 -07 W H W W H F� — IR — IR — IR 1" 14.51 APN 258 - 053 -08 APN 258 - 053 -07 11 +000 — B STREET F— — 12100 s rq 0� Ln +w N J W0 Z J J W S m ~ bi W QLJ 11�i. NET 14ETENTION 0.4 t -BS.' Cli, FT- 2 X 6 TREATED WOOD CIOIVPACI M ML 2 ROWS STAGGERED WATER BAR NOT IMSTALLE® B STREET — F— — 13+`00 —14#00 — WATER BAR — NO SCALE Nom° N v 5 J �2�7 ni 7,31�2 >f SANgDIEGO, CA 92128ENCE, SUITE 200 10 0 10 20 `SgTF OF CAL1� P: 858.385.0500 WWW.NV5.COM SCALE: 1"=10' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: I DRAWN BY- CHECKED BY. HG I BG MSG ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. A PS -WILTS miw 1 ?d THE BENCH MARK IS 2" SO. CO. ENG. PLANS PREPARED UNDER SUPERVISION OF R 0 M DED: APPROVED: IMPROVEMENT PLAN FOR: DEPT. BRASS DISK, STAMPED, "HORIZ. CTR, ENC TC 2" SET IN TOP OF CURB HORIZONTAL: 1' =10" �_ DATE. • ,,,r B STREET 1 22 -SI EAST SIDE OF VULCAN AVENUE, 200 FEET VERTICAL: N A e7-,. R.L.A. No.: 2157 R B. ILLIGAN EDWARD EAR 9 SIDEWALK IMPROVEMENTS NORTH OF E STREET ATE: Z DATE: SHEET 20 OF 26 NAME DATE MARK S. CHOMYN EXP.: 07 /31/21 R.C.E. R.C.E. WORK ORDER No. – Swi 7J E IR IR-- E ' E APN 258 - 053 -08 APN 258 - 053 -07 11 +000 — B STREET F— — 12100 s rq 0� Ln +w N J W0 Z J J W S m ~ bi W QLJ 11�i. NET 14ETENTION 0.4 t -BS.' Cli, FT- 2 X 6 TREATED WOOD CIOIVPACI M ML 2 ROWS STAGGERED WATER BAR NOT IMSTALLE® B STREET — F— — 13+`00 —14#00 — WATER BAR — NO SCALE Nom° N v 5 J �2�7 ni 7,31�2 >f SANgDIEGO, CA 92128ENCE, SUITE 200 10 0 10 20 `SgTF OF CAL1� P: 858.385.0500 WWW.NV5.COM SCALE: 1"=10' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: I DRAWN BY- CHECKED BY. HG I BG MSG ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. A PS -WILTS miw 1 ?d THE BENCH MARK IS 2" SO. CO. ENG. PLANS PREPARED UNDER SUPERVISION OF R 0 M DED: APPROVED: IMPROVEMENT PLAN FOR: DEPT. BRASS DISK, STAMPED, "HORIZ. CTR, ENC TC 2" SET IN TOP OF CURB HORIZONTAL: 1' =10" �_ DATE. • ,,,r B STREET 1 22 -SI EAST SIDE OF VULCAN AVENUE, 200 FEET VERTICAL: N A e7-,. R.L.A. No.: 2157 R B. ILLIGAN EDWARD EAR 9 SIDEWALK IMPROVEMENTS NORTH OF E STREET ATE: Z DATE: SHEET 20 OF 26 NAME DATE MARK S. CHOMYN EXP.: 07 /31/21 R.C.E. R.C.E. WORK ORDER No. – Swi PLANT SCHEDULE SYMBOL ID QTY BOTANICAL NAME COMMON NAME CONTAINER SIZE UIPMENT FESTUCAJDAHOEN5IS r s SI AC 13 CALIFORNIA SAGE BRUSH 5 ,� { j AG 5 ARCTOSTAPHYLOS GLANDULOSA SSP. DEL MAR MANZANITA 15 ��..✓✓ DESCRIPTION NOTES CRASSIFORLIA STANDARD DETAIL 0 AM 68 ACHILLEA MILLEFOLIUM YARROW 5 � .# AP 58 ARISTIDA PURPUREA PURPLE THREE -AWN GRASS 5 AS 40 AGAVE SHAWII COASTAL AGAVE 5 CC 25 CAMMISONIA CHEIRANTHIFOLIA SSP. BEACH PRIMROSE 5 SUFFRUTICOSA CE 15 CONSTANCEA NEViNN GE • Ne1f' " "' ' 1e"e_ _w JOYCE COULTER CEANOTHUS 5 CM 42 CALYSTEGIA MACROSTEGIA ISLAND MORNING GLORY 5 1°5. EA 36 ou'fEI.oUA GRIkelL15 ERIGG9NUM ARBewseENS SANTA CRUZ ISLAND BUCKWHEAT 5 B. SHEET 24 EE 44 ERICAMERIA ERICOIDES CALIFORNIA HEATHGOLDENROD 5 �ounE�ow� 6tAGUS _ n SEE SPECIFICATIONS MP 16 INSTALL PER MANUFACTURER'S MONKEY FLOWER 5 R iol 1. CONTRACTOR SHALL AMEND ALL PLANTER AREA SOIL AS INDICATED IN THE SPECIFICATIONS PRIOR TO INSTALLING IRRIGATION AND PLANT MATERIALS. 2. ALL PLANTER AREAS SHALL BE CLEARED OF WEEDS AND THATCH, INORGANIC DEBRIS, AND TRASH. 3. ALL CLEARING AND INITIAL WEED CONTROL, FINISH GRADING, AND SITE PREPARATION SHALL BE COMPLETE, AND THE IRRIGATION SYSTEM SHALL BE IN PLACE AND FULLY OPERATIONAL BEFORE PLANTING. 4. ALL CONTAINER PLANT MATERIALS SHALL BE OF ADEQUATE SIZE AND SHAPE FOR THEIR CONTAINER SIZE. ROOT BOUND, OR POORLY ROOTED PLANTES WILL NOT BE ACCEPTED. ALL PLANTS SHALL BE FREE OF PESTS AND DISEASES, AND SHALL BE IN A HEALTHY AND VIGOROUS CONDITION. ALL MATERIALS REJECTED SHALL BE REMOVED FROM THE SITE AND REPLACED IN -KIND BY THE CONTRACTOR AT HIS/HER EXPENSE. 5. ALL CONTAINER PLANTS MUST BE PLANTED WITHIN 10 WORKING DAYS FOLLOWING DELIVERY TO THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING AND PROTECTING ALL PLANTS AND MATERIALS STORED ON SITE. STORAGE MAY ONLY OCCUR IN PRE - APPROVED STAGING AREAS. 6. PLANTING SHALL ONLY OCCUR WHEN ENVIRONMENTAL CONDITIONS ARE FAVORABLE FOR SUCH ACTIVITIES, BASED ON STANDARD HORTICULTURE PRACTICES. PLANTING OR SEEDING SHALL NOT TAKE PLACE IF TEMPERATURES ARE UNREASONABLY HIGH, OR IF THE SITE IS EXCESSIVELY WET OR MUDDY. 7. PLANTING HOLES SHALL BE FILLED WITH WATER AND ALLOWED TO DRAIN COMPLETELY BEFORE PLANTING CONTAINER PLANTS. 8. PLANTS SHALL BE WATERED THOROUGHLY IMMEDIATELY AFTER BEING PLANTED. 9. ALL TREES AND SHRUBS SHALL BE PLANTED PER THE CITY OF ENCINITAS STANDARD DETAILS INCLUDING P -1, P -3 AND P -5. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE POST - INSTALLATION PLANT ESTABLISHMENT MAINTENANCE PERIOD AS PRESCRIBED IN THE SPECIFICATIONS. VALVE VALVE N v 5 15092 AVENUE OF SCIENCE, SUITE 200 SAN DIEGO, CA 92128 P: 858.385.0500 WWW.NVS.COW FLOW RATE IN GPM RRIGATION UIPMENT LEGEND SYMBOL MANUF. MODEL NO. DESCRIPTION NOTES STANDARD DETAIL DETAIL ON SHEET !� N/A 1- INCH -WATER METER N/A 1 -INCH METER Ile SERVICE LINE TO BE INSTALLED BY SDWD. REDUCED PRESSURE BACKFLOW WILKINS 1 WILKINS 975 XL PREVENTER AND STAINLESS STEEL INSTALL PER WAS STD. WR -01 WAS STD. WR -01 DETAIL B. SHEET 24 VANDAL - RESISTANT ENCLOSURE _ n SEE SPECIFICATIONS SEE SPECIFICATIONS POLE WITH SOLAR PANEL INSTALL PER MANUFACTURER'S SPECIFICATIONS 8- STATION IRRIGATION CONTROLLER POWER TO BE SUPPLIED FROM IMPERIAL /CALSENSE ICA3 -SLR2 IN 24" WIDE TOP ENTRY BOX WITH POLE - MOUNTED SOLAR PANEL AND CITY OF ENCINITAS I -1A, I -1C DETAIL E, SHEET 24 PEDESTAL. SEE SPECIFICATIONS BATTERY SET IN SLEEVE BELOW -GRADE PER -IR- 1 -INCH IRRIGATION MAINLINE SCH 40 PVC CITY OF ENCINITAS STANDARD CITY OF ENCINITAS I -13 DETAIL L, SHEET 25 DETAIL I -13 ELECTRICAL CONDUIT FOR SET IN SLEEVE BELOW -GRADE PER -E- REMOTE CONTROLLER SCH 40 PVC CITY OF ENCINITAS STANDARD CITY OF ENCINITAS I -13 DETAIL L, SHEET 25 DETAIL I -13 1 -INCH IRRIGATION LATERAL SET IN SLEEVE BELOW -GRADE PER LAVE SCH 40 PVC CITY OF ENCINITAS STANDARD CITY OF ENCINITAS I -13 DETAIL L, SHEET 25 DETAIL I -13 - - BELOW -GRADE SLEEVING SCH 40 PVC SLEEVING AT ALL HARDSCAPE CROSSINGS SLEEVING SHALL BE 3" DIAMETER CITY OF ENCINITAS I -13 DETAIL N. SHEET 25 ® HUNTER ICV -FS MASTER VALVE, NORMALLY CLOSED INSTALL PER CITY OF ENCINTAS CITY OF ENCINITAS I -5 DETAIL C, SHEET 24 WITH PRESSURE REGULATOR STANDARD DRAWING I -5 ® CALSENSE FM-1B FLOWMETER TO BE SIZED FOR INSTALL FLOWMETER WITH BALL CITY OF ENCINITAS I -6 DETAIL D, SHEET 24 LOWEST FLOW VALVE PER DRAWINGS I -6 & I -8 DRIP ZONE KIT WITH REMOTE INSTALL PER CITY OF ENCINITAS e NETAFIM LVCZS8010075 -LF CONTROL VALVE, FILTER & STANDARD DRAWING I -21 WITH CITY OF ENCINITAS I -21 DETAIL J, SHEET 25, DETAILS PRESSURE REGULATOR TYPICAL MANIFOLD LAYOUT PER 0 -T, SHEET 26 I -18 ® WATTS BRASS FBV -3C -SS BALL VALVE (ISOLATION VALVE) LINE SIZE PER PLAN INSTALL PER CITY OF ENCINITAS STANDARD DRAWING I CITY OF ENCINITAS I -8, I -9 DETAILS G -H, SHEET 24 -9 • N/A 1" PVC SCH 40 RISER 1" IRRIGATION STUB OUT FOR DRIP 1" IRRIGATION STUB OUT FOR DRIP LINE LINE O RAINBIRD 44 LRC QUICK COUPLING WITH 44 -LRC WITH 44 -K VALVE KEY INSTALL PER CITY OF ENCINITAS CITY OF ENCINITAS I -10 DETAIL K, SHEET 25 RUBBER CAP AND VALVE KEY STANDARD DRAWING 1 -10 • 101im 1. THE IRRIGATION LAYOUT DEPICTED ON THE PLAN SHEETS IS DIAGRAMMATIC AND DOES NOT SHOW ALL OF THE COMPONENTS REQUIRED FOR CONSTRUCTION OF A COMPLETE SYSTEM. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION AND GRAPHIC CLARITY ONLY, AND SHALL BE INSTALLED WITHIN THE LIMIT OF WORK AND WITHIN PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTS AND SITE FEATURES. THE LOCATION OF VALVES AND PIPING IN BOTH LANDSCAPE AND PAVED AREAS SHALL BE PIN FLAGGED BY THE CONTRACTOR AND REVIEWED /APPROVED BY ENGINEER PRIOR TO INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF A COMPLETE AND FULLY OPERATIONAL SYSTEM TO MEET THE PERFORMANCE REQUIREMENTS OF THE OWNER. 2. DO NOT INSTALL THE SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN KNOWN DURING THE DESIGN. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILARIZE HIM /HERSELF WITH ALL GRADE DIFFERENCES, LOCATIONS OF EXISTING AND PROPOSED WALLS, INCLUDING RETAINING WALLS AND SCREEN WALLS, AND TC COORDINATE ALL WORK NECESSARY FOR THE LOCATION AND INSTALLATION OF SLEEVES, CONDUIT, AND PIPING UNDER ROADWAYS, PAVING, STRUCTURES, ETC. 4. IN ADDITION TO PIPE SLEEVES SHOWN ON DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE, COMMUNICATION CABLE AND PIPE, SLEEVES /CONDUIT OF SUFFICIENT SIZE UNDER PAVED AREAS. ALL PIPING AND .WIRING UNDER PAVED AREAS SHALL BE INSTALLED IN SLEEVES. 5. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, WITHOUT FLAWS OR DEFECTS, OF THE QUALITY AND PERFORMANCE SPECIFIED. 6. SLEEVES SHALL BE SCHEDULE 40 PVC, 2 TIMES THE PIPE DIAMETER, AND EXTEND 12" BEYOND EACH SIDE OF THE PAVEMENT. 7. THIS IRRIGATION PLAN IS DESIGNED AS A PERMANENT SYSTEM. 8. THE IRRIGATION SYSTEM IS BASED ON A MINIMUM OPERATING PRESSURE OF XX PSI AND A MAXIMUM FLOW DEMAND OF XX GALLONS PER MINUTE. THE CONTRACTOR SHALL VERIFY EXISTING WATER PRESSURE AND FLOW READING BEFORE THE START OF CONSTRUCTION OR ORDERING IRRIGATION COMPONENTS AND SHALL REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE SHOWN ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE POINT OF CONNECTION TO THE ENGINEER. 9. DRIP EMITTER PLACEMENT SHALL BE INSTALLED PER THE DRIP LINE IRRIGATION LEGEND AND THE CITY OF ENCINITAS STANDARD DETAILS 1 -27, 1 -28 AND 1 -29. 10. IRRIGATION EQUIPMENT SHALL BE INSTALLED ACCORDING TO THE DETAILS, DRAWINGS, AND SPECIFICATIONS. 11. ALL VALVE BOXES SHALL BE HEAT BRANDED NTH STATION # AND APPROPRIATE CONTROLLER IDENTIFICATION INFORMATION. OTHER IRRIGATION VALVES SHALL BE HEAT BRANDED BY FUNCTION (BALL VALVE -BV, MASTER VALVE -MV, ETC.) 12. ALL WORK DAMAGED BY IRRIGATION AND PLANTING OPERATIONS DURING THE COURSE OF CONSTRUCTION SHALL BE REPAIRED, RESTORED OR REPLACED. 13. SUBSURFACE DRIPLINE IRRIGATION SHALL CONFORM TO PLANS, DETAILS, SPECIFICATIONS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. 14. INSTALL ADDITIONAL IN -LINE CHECK VALVES IN THE DRIPLINE SYSTEMS AS REQUIRED BY THE ACTUAL SITE CONDITIONS AND AS RECOMMENDED BY THE PRODUCT MANUFACTURER. 15. CONTRACTOR TO COORDINATE WATER SERVICE POINT, WATER METER, AND ALL REQUIRED PERMITS, FEES, AND EQUIPMENT WITH THE OWNER AND SDWD. 16. AIR VACUUM VALVES SHALL BE INSTALLED PER CITY OF ENCINITAS STANDARD DRAWING 1 -25. 17. FLUSH VALVES SHALL BE INSTALLED PER CITY OF ENCINITAS STANDARD DRAWING 1 -26. 18. ALL IRRIGATION WIRES SHALL BE IN CONDUIT AND EXTEND FROM CONTROLLER TO FURTHEST VALVE IN EACH MANIFOLD. SPARE WARES SHALL BE ONE (1) SPARE COMMON AND TWO (2) SPARE ORANGE TO EACH MANIFOLD. 19. THE IRRIGATION CONTROLLER SHALL BE PROVIDED PER THE CITY OF ENCINITAS STANDARD DRAWING I -IA WITH ACCESS PAD PER STANDARD DRAWING I -1C. THE CONTROLLER SHALL BE PROVIDED WITH "GR STUBBY" ANTENNA AND TERMINAL BOARD ALLOWING CONNECTION TO RAIN BUCKET (MODEL RB -1), AND THIRD PARTY RAIN SWITCH. TIPPING RAIN BUCKET SHALL BE INSTALLED ON 10 -FOOT STAINLESS STEEL POLE ADJACENT TO THE CONTROLLER. THE CONTROLLER SHALL BE PROVIDED WITH CS3 -GR COMMUNICATIONS CARD WITH 5 -YEAR PREPAID CELLULAR DATA ACCESS FOR THE CELLULAR MODEM. 20. IRRIGATION CONTROLLER SHALL BE CALSENSE MODEL NO. XXXXXXXXXXXXXX IN A 24" WADE TOP -ENTRY CALSENSE CONTROLLER BOX. CONTROLLER BOX WILL ALSO CONTAIN IMPERIAL SPRINKLER INC. SOLAR ASSEMBLY WHICH INCLUDES SOLAR CONTROLLER, BATTERY, AND BREAKERS. ALL EQUIPMENT TO BE INSTALLED PER DETAILS AND SPECIFICATIONS. 21. SOLAR PANEL SHALL BE ON A STANDALONE POLE BY GENERAL STRUCTURES INC., SEE PLAN FOR LOCATION. CONTRACTOR SHALL BE RESPONSIBLE FOR ROUTING CONDUIT BETWEEN THE POLE AND THE CONTROLLER BOX. 5 • Cy '9P\ �►y /n 21,57 -i m CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT UtJtGNtU rsr: uKAVm tsr: crltcictu rsr: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. BU_ • WW 20V2024 THE BENCH MARK IS 2" SD. CO. ENG. PLANS PREPARED UNDER SUPERVISION OF RE � DED: APP OVED: IMPROVEMENT PLAN FOR: DEPT. BRASS DISK, STAMPED, "HORIZ. HORIZONTAL: N/A DATE. /' B STREET 122 Si CTR, ENC TC 2° SET IN TOP OF CURB > EAST SIDE OF VULCAN AVENUE, 200 FEET R.L.A. No.: 2157 MILLIGAN EDWARD J ER NORTH OF E STREET VERTICAL: N/A a i?® -it .2-f SIDEWALK IMPROVEMENTS NAME DATE MARK S. _CHOMYN EXP.: 7 ATE: QZ DATE: 31/21 R.C.E. R.C.E. WORK ORDER No. - SHEET 22 OF 26 H 00 fto W LEGEND O SHRUB V!,NE PER PLAN 0 _ 0 FINS i T LADE. 0 iN� Sh kA'DFi I! V ��^^ PLANS -P' CS fX07L V S; +_N,0_Q .3_L NA IVE SCI, (2 :)SHRUB PLANTING DETAIL N.T.S. FINISH GRADE u.j 15092 AVENUE OF SCIENCE, SUITE 200 SAN DIEGO, CA 92128 P: 858.385.0500 WWW.NV5.COM t `ti`s n I Y 3 .l _. PER+ �, S Ea. -- 4 -$ RE I PF1'EtdT, JLnls 3) 'rIOd M H'I . U S C;1iO4 :5 ^1"[ 0 T HE SP= C;FICAI?CNS IN;jr,LL yV41r,.:ING /IJENI J FICA11Ch TAPE AS SHLly"j 0 4P -v1 LUuA`E ! t4v0L1W °Y_VCNiION 01VEC'C tW"D) `.+d SUCH A MANkER 'HAT 'I) ILL AL d,ti THE CEVICE TO BE «.EAD LY C;CCESSIBLE !=C#? I`S ECT!GIN C RE',"AIFt a, 4'L fiB:t'F CF UtlL! ^r iPitTC, :f OtWS, ELU,,D S, & "lip _''a SFAL, yE SO_DEi ED L7f i _.LC gR,rc A_„ NO lClyFC 10 (S rIF ANY KIND ;TILL L AL_7f.E0 iN THIS AR{ , 1ttjF + ION �3Y THE CIS7RI: -1 ;t TI,Kf 410E I f7 Pk I J PACK: ti_L .4J 7 H,.._ 11. 'R1 FN':A ID :N CO'•I_nEiC IY,i N H ) r.,NC F3EINE_N FI,E t.,EIER E C X A. `D Tr'E R1SER II HE GFD E}:CEE,S 45Drrr I E ";. 'I=, `?Iti L! "I C I J S 0 ANY KIND ''4 LL 9 ?ERLI TED ID: T11IS AKLA, I`ASPEG E" R ;,! ,RL + PHI-P. T'] 1ACKt v IFlS1� L A,'V A.'d.- FRE551RI F_ JuING 4'Ai_VE N LIEiJ OF -'-F =1F-ST J(" -Lt. 'P-EN Svi•TFV PRF SI RF FX EEGS 1.03 MPa (1b0 PSI) OR 'a'HFN RFLOVM, NDE_, 8' T-- Bi,C „��:_J''W MANUF AC`URER 'I TISTTNC SHr',I” RE CONOJC -ED IN ACCORDANCE 'NIT:A SECTIfW,,' 15'12 OF' THE SF'EC1:7 ICA -IONS PRIOR. IO ACCEPTA4CE BY "H "-_ DISTRICT its UP., AP?JF.'TENAI-CES INSTALLED FOR T-1;_ US,- CF RECYCLED ('LATER S�.' +..__ SF F -F TIF;EO AS IIFSCR SEC IN SECT]OL: 1515, OF THE SPEC IFICAI?ONS ': ;A1I BF S:_I,F_CEED FROM T,rfE APPR_'VEO MATERIA..S LIST - -- E 1. I TEN' N0 S Zf AND : :)'ESCRIPIfON NO SIZE AND DESCRIPT''EN _� mm 1 l,IL`CR 83X & METER ASSEMBLY 6 SRASS 013 COPPER ;'_'PE SLE NCTL 4 LC 41s -01 A RS 02 7 75rtT, I3 "; LONG Nil -PLE _EE NOTE 4 T -- -- -- VALVE2 LH fi0 �°FC. BRASS Orr G4iPPcR PIPE $ BAIL —CONCRETE IHRI.ST BLOCK SEE 'NT -01 9 RL%CL_ RESSURE RACK L,)ir D;ViC- c-G EI-1 SLE NOI ES 4 3 6 1 c) ENCLOSURL ( OFT] CNAL } NI CC1Ct. -TC SLAB, tiINNUM '.OGtrr, la "; � UNION SL--- NO'L 4 }iIC. r: 45FInr '1R ") WIFI4 7 D;0 S.F 4i[IES q $ 6 CALSENSE PRE - ASSEMBLED ENCLOSURE INSTALLATION DETAIL / OPTIONAL DOME ANTENNA MODEL LR -DOME (LOCAL RADIO) MODEL LR- DOME -RRE (LOCAL RADIO AND RRE RADIO REMOTE OPTION) MODEL RRE -DOME (RRE RADIO REMOTE OPTION) f— PISTON CONNECTED TO FLIP TOP FLIP -TOP IN OPEN POSITION CALSENSE CONTROLLER PANEL MOUNTED FLUSH ON FACE OF— ENCLOSURE AT A 25' ANGLE FOR EASY ACCESS AND VIEWING MODEL SSE STAINLESS STEEL ENCLOSURE, MODEL SB -22SS GFI OUTLET & SWITCH SOLAR CONTROLLER AND ASSEMBLY BY OTHERS. SEE SPECIFICATIONS. 2" CALSENSE TP -1 TRANSIENT PROTECTION BOARD — LOUVERED VENT 34 "x24 "x8" CONCRETE BASE % SCH 40 ELECTRICAL SWEEP ELL FOR LOW VOLTAGE - - - -� CONTROL WIRES SCH 40 ELECTRICAL SWEEP ELL FOR 120 VAC POWER #6 AWG GROUNDING WIRE CONNECTED TO GROUND LUG 120 VAC JUNCTION BOX (INCLUDED WITH ENCLOSURE) MOUNTING BOLTS (BOLTS &' TEMPLATE INCLUDED WITH ENCLOSURE) PVC SLEEVE FOR GROUND RODS % "X8' COPPER GROUNDING ROD — a e moo' J 0 0 0 III II' III III III III III III 11O 111 111 I11 12 18" @RECTANGULAR VALVE BOX W/ 'T' @WIRE CONNECTORS. COIL 20" LENGTH TYPE LOCKING COVER- PER SPECS. OF WIRE. QFINISH GRADE /TOP OF MULCH. Q1" DIA. SCH. 40 PVC CONDUIT TO LENGTH CONTROLLER. Q MASTER CONTROL VALVE PER LEGEND. 10" 5' to SEAL END OF CONDUIT W/ O BRICK SUPPORTS. 4 REQUIRED. NON - HARDENING CONDUIT PUTTY. 506" MIN. DEPTH WASHED GRAVEL. 15" 7.5" NOTES @BRASS OR COPPER FROM BACKFLOW. * 2" IN SHRUB AREA, FLUSH IN 3" LAWN AREAS. @PVC MAINLINE TO FLOW METER. PIPE PER SPECS. SEE CITY STD. DETAIL INSTALL CONTROL VALVES A MIN. 1 -6• OF V APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. USE TEFLON TAPE ON ALL THREADED CONNECTIONS. C MASTER VALVE N.T.S. LEGEND tO CALSENSE STAINLESS STEEL CONTROLLER ENCLOSURE, OR APPROVED EQUAL. 2 CONTROLLER PAD PER CITY STD. DETAILI -ta. O3 95% COMPACTED SUBGRADE. Oa POURED -IN -PLACE 26" WIDE X 4" THICK CONCRETE WALK. MEDIUM 5 O BROOM FINISH W/ 6" TOOLED SHINER PER CITY STD. DETAIL C -5. 1/2" TOOLED RADIUS. s FINISH GRADE. 7 EXPANSION JOINT PER CITY STD. DETAIL C -4. a OCONTROL JOINT 6' O.C. MAX. SPACING PER CITY STD. DETAIL C -4. 9 ADJACENT CURB WHERE OCCURS. FLOW METER INSTALLATION RECTANGULAR VALVE MASTER VALVE—\ �8" OF PEA GRAVEL IN VALVE BOXES ALL MODELS OF CALSENSE CONTROLLERS WIRE HARNESS BLUE RED WHITE— —BLACK - WATERPROOF ELECTRICAL CONNECTORS (DO NOTE USE PRE - FILLED TYPE CONNECTORS) CALSENSE FLOW METER, OR APPROVED EQUAL D CALSENSE FLOW METER N.T.S. SECTION VIEW LEGEND CARSON - BROOKS 910 W/ 910 -48 COVER. HEAT BRAND 'BV' ONTO LID. Q FINISH GRADE /TOP OF MULCH. O KBI- BLOCKED TRUE UNION BALL VALVE PER LEGEND & SPECS. O BRICK SUPPORTS. 4 REQUIRED. 06" MIN. DEPTH WASHED GRAVEL. sO BIOBARRIER ROOT CONTROL SYSTEM FABRIC. Q PVC MAINLINE PIPE. eO FROM FLOW METER. O TO IRRIGATION SYSTEMS. NOTES * 2" IN SHRUB AREAS, FLUSH IN LAWN AREAS. USE 45- DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE UPSTREAM & DOWNSTREAM SIDES OF THE BALL VALVE. DISTANCE 10 x FLOW METER SIZE DOWNSTREAM DISTANCE 5 x FLOW METER SIZE SECTION VIEW LEGEND O CARSON - BROOKS 910 W/ 910 -4B COVER. HEAT BRAND 'BV' ONTO LID. Q FINISH GRADE /TOP OF MULCH. O KBI - BLOCKED TRUE UNION BALL VALVE PER LEGEND & SPECS. O BRICK SUPPORTS. 4 REQUIRED. Os 6" MIN. DEPTH WASHED GRAVEL. O BIOBARRIER ROOT CONTROL SYSTEM FABRIC. Q PVC MAINLINE PIPE. @ FROM MAINLINE. Os TO REMOTE CONTROL VALVE. H BALL VALVE TO REMOTE CONTROL VALVE ANDfOF COUPLER VALVE N.T.S. NOTES * 2" IN SHRUB AREAS, FLUSH IN LAWN AREAS. USE 45- DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE UPSTREAM & DOWNSTREAM SIDES OF THE BALL VALVE. �SCAPF \F OF CALF CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT utslcweD UT: DRAWN BY: CHECKED BY* ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. IN; AS- BUILTS MJW THE BENCH MARK IS 2" SD. CO. ENG. PLANS PREPARED UNDER SUPERVISION OF iA E ZMD ED: APPROVED: t IMPROVEMENT PLAN FOR: �+ DEPT. BRASS DISK, STAMPED, "HORIZ• HORIZONTAL: N/A DATE, 09/18/19 B STREET 122 -$1 CTR, ENC TC 2" SET IN TOP OF CURB �� EAST SIDE OF VULCAN AVENUE, 200 FEET " R.L.A. No.: 2157 TER B. MILLIGAN EDWARD J. E SIDEWALK IMPROVEMENTS NORTH OF E STREET VERTICAL: N/A � o o4 9?+o/ NAME DATE MARK S. CHOMYN EXP.: 07 31 1 R E. R CIE• i WORK ORDER No. — SHEET 24 OF YB 2 PIPE SIZING CHART FM SIZE UPSTREAM DOWNSTREAM LENGTH LENGTH 1" 10" 5' 1.25" 12.5" 6.25" 1.5" 15" 7.5" 2" 20" 10" 3" 30" 15" WIRE HARNESS BLUE RED WHITE— —BLACK - WATERPROOF ELECTRICAL CONNECTORS (DO NOTE USE PRE - FILLED TYPE CONNECTORS) CALSENSE FLOW METER, OR APPROVED EQUAL D CALSENSE FLOW METER N.T.S. SECTION VIEW LEGEND CARSON - BROOKS 910 W/ 910 -48 COVER. HEAT BRAND 'BV' ONTO LID. Q FINISH GRADE /TOP OF MULCH. O KBI- BLOCKED TRUE UNION BALL VALVE PER LEGEND & SPECS. O BRICK SUPPORTS. 4 REQUIRED. 06" MIN. DEPTH WASHED GRAVEL. sO BIOBARRIER ROOT CONTROL SYSTEM FABRIC. Q PVC MAINLINE PIPE. eO FROM FLOW METER. O TO IRRIGATION SYSTEMS. NOTES * 2" IN SHRUB AREAS, FLUSH IN LAWN AREAS. USE 45- DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE UPSTREAM & DOWNSTREAM SIDES OF THE BALL VALVE. DISTANCE 10 x FLOW METER SIZE DOWNSTREAM DISTANCE 5 x FLOW METER SIZE SECTION VIEW LEGEND O CARSON - BROOKS 910 W/ 910 -4B COVER. HEAT BRAND 'BV' ONTO LID. Q FINISH GRADE /TOP OF MULCH. O KBI - BLOCKED TRUE UNION BALL VALVE PER LEGEND & SPECS. O BRICK SUPPORTS. 4 REQUIRED. Os 6" MIN. DEPTH WASHED GRAVEL. O BIOBARRIER ROOT CONTROL SYSTEM FABRIC. Q PVC MAINLINE PIPE. @ FROM MAINLINE. Os TO REMOTE CONTROL VALVE. H BALL VALVE TO REMOTE CONTROL VALVE ANDfOF COUPLER VALVE N.T.S. NOTES * 2" IN SHRUB AREAS, FLUSH IN LAWN AREAS. USE 45- DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE UPSTREAM & DOWNSTREAM SIDES OF THE BALL VALVE. �SCAPF \F OF CALF CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT utslcweD UT: DRAWN BY: CHECKED BY* ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. IN; AS- BUILTS MJW THE BENCH MARK IS 2" SD. CO. ENG. PLANS PREPARED UNDER SUPERVISION OF iA E ZMD ED: APPROVED: t IMPROVEMENT PLAN FOR: �+ DEPT. BRASS DISK, STAMPED, "HORIZ• HORIZONTAL: N/A DATE, 09/18/19 B STREET 122 -$1 CTR, ENC TC 2" SET IN TOP OF CURB �� EAST SIDE OF VULCAN AVENUE, 200 FEET " R.L.A. No.: 2157 TER B. MILLIGAN EDWARD J. E SIDEWALK IMPROVEMENTS NORTH OF E STREET VERTICAL: N/A � o o4 9?+o/ NAME DATE MARK S. CHOMYN EXP.: 07 31 1 R E. R CIE• i WORK ORDER No. — SHEET 24 OF YB 2 N v 5 15092 AVENUE OF SCIENCE, SUITE 200 SAN DIEGO, CA 92128 P: 858.385.0500 WWW.NV5.COM 12" 18" LEGEND Q RECTANGULAR VALVE BOX W/ 'T' 1/2" TO 4" IN SIZE WHERE BELOW VEHICULAR PAVING TYPE LOCKING COVER PER SPECS. O2 FINISH GRADE /TOP OF MULCH. O CONTROL VALVE PER LEGEND. O BRICK SUPPORTS. 4 REQUIRED. QQ 6" MIN. DEPTH WASHED GRAVEL. O PVC MAINLINE FROM MANIFOLD BALL VALVE. (2 )PVC LATERAL PIPE TO SPRINKLERS. ® WIRE CONNECTORS. COIL 20" LENGTH OF WIRE. Os SCH. 40 PVC CONDUIT TO CONTROLLER. 10 SEAL END OF CONDUIT W/ NON- HARDENING CONDUIT PUTTY. �7 ID TAG. NOTES * 2" IN SHRUB AREA, FLUSH IN LAWN AREAS. INSTALL CONTROL VALVES A MIN. OF 1' APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. USE TEFLON TAPE ON ALL THREADED CONNECTIONS. I REMOTE CONTROL VALVE — N.T.S. 4 1L 2 L 12" PLAN VIEW LEGEND O MAINLINE FROM SOURCE 0 DEPTH PER SPECS. SEE STANDARD DETAIL 1 -12. O BALL VALVE IN VALVE BOX. SEE STANDARD DETAIL 1 -9. 3O MAINLINE 0 12" DEPTH. aO REMOTE CONTROL VALVES IN VALVE BOX. QUANTITY PER PLAN. PROVIDE A 12" SEPARATION BETWEEN VALVE BOXES. SEE STANDARD DETAIL 1 -11. Qs QUICK COUPLER VALVE IN VALVE BOX. PROVIDE A 12" SEPARATION BETWEEN VALVE BOXES. SEE DETAIL 1 -10. O6 EDGE OF WALK, LAWN, CURB, ETC. NOTES SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF WALK, LAWN, CURB, ETC. LOCATE VALVES IN SHRUB /GROUND COVER AREAS WHERE POSSIBLE. T_ LEGEND O RECTANGULAR VALVE BOX W/ 'T' -TYPE LOCKING COVER PER SPECS. 2QFINISH GRADE / TOP OF MULCH. Q REMOTE CONTROL VALVE PER LEGEND. @BRICK SUPPORTS. 4 REQUIRED. @6n MIN. DEPTH WASHED GRAVEL. @BIOBARRIER ROOT CONTROL SYSTEM FABRIC. (1)30" LINEAR LENGTH OF WIRE COILED. Qs WATER PROOF CONNECTION (1 OF 2). (�) ID TAG. @PVC MALE ADAPTER. @PVC MAINLINE FROM MANIFOLD BALL VALVE. iz PVC LATERAL PIPE TO SPRINKLERS OR DRIP LINE. 43 CHRISTY'S RECLAIMED WATER ID TAG. (USE ONLY IF RECLAIMED SYSTEM). i4 PRESSURE REGULATING VALVE PER LEGEND. to SCH. 80 PVC UNION. is SCH. 80 PVC. NIPPLE. SIZE AS REQUIRED. NOTES * 2" IN SHRUB AREAS, FLUSH IN LAWN AREAS. USE TEFLON TAPE ON ALL THREADED CONNECTIONS. SECTION VIEW - N.T.S. DIMENSION A B C 1/2" TO 4" IN SIZE WHERE BELOW VEHICULAR PAVING * * 4" 1/2" TO 4" IN SIZE WHERE BELOW PEDESTRIAN PAVING * * 4" *DEPTH PER SPECS. 12" MAXI LEGEND Qt ROUND VALVE BOX W/ LOCKING 'T' O PRE- ASSEMBLED QUICK COUPLER TYPE COVER PER SPECS. HEAT SWING JOINT AS MANUFACTURED BY BRAND 'QCV' ONTO LID. DURA. MODEL #1- A1- 1- 11 -12. Q FINISH GRADE /TOP OF MULCH. 10 #4 X 36" LENGTH REBAR STAKE. @ QUICK COUPLER VALVE PER LEGEND & tt COMPACTED EARTH. SPECS. ® BRICK SUPPORTS. 4 REQUIRED. NOTES Oe 6" MIN. DEPTH WASHED GRAVEL. * 2" IN SHRUB AREAS, FLUSH IN LAWN AREAS. © PVC MAINLINE PIPE FROM BALL VALVE. USE TEFLON TAPE ON ALL THREADED QUICK LOCK BY DURA. FITTINGS, TYPICAL. Q MAINLINE FITTING. K DICK COUPLER VALVE N.T.S. LEGEND NOTES d PAVING PER PLAN. SLEEVES SHALL BE 2 TIMES THE DIA. OF THE PIPE OR WIRE BUNDLE CARRIED UNLESS INDICATED TO BE LARGER ON PLANS. z0 SAND BACKFILL COMPACTED TO MATCH RECOMMENDATIONS FOR BUNDLE WIRING & WRAP W/ ELECTRICAL TAPE 0 10' INTERVALS. ADJACENT SUB- GRADE. ALL MAINLINE PIPING SHALL BE INSTALLED IN ACCORDANCE W Q SCH. 40 PVC LATERAL LINE MANUFACTURER'S INSTALLATION SPECIFICATIONS. SLEEVE. @ SCH. 40 PVC WIRE SLEEVE. ALL PVC MAINLINE, PVC LATERAL LINES, & CONTROL WIRES SHALL BE SLEEVED BELOW ALL HARDSCAPE ELEMENTS W/ SCH. Q SCH. 40 PVC MAINLINE SLEEVE. 40 PVC. CONTRACTOR SHALL MARK EDGE OF PAVING ABOVE BOTH ENDS @ UNDISTURBED SOIL. OF SLEEVE W/ A SCORE MARK TO DESIGNATE SLEEVE LOCATION. N SLEEVES — N.T.S. SLEEVE ENDS SHALL EXTEND 12" BEYOND EDGE OF HARDSCAPE. AFTER INSTALLATION OF PIPE & WIRE, CONTRACTOR SHALL FILL REMAINING VOID IN ENDS OF SLEEVES ,W/ CONDUIT PUTTY. i SECTION VIEW * 4" SEPARATION ** SEE SPECS. FOR DEPTHS. SEE SLEEVE DETAIL & SPECS. FOR DEPTHS UNDER PAVING. PLAN VIEW LEGEND NOTES: @FINISH GRADE ALL PLASTIC PIPING SHALL BE @LATERAL LINE -SEE SPECS. SNAKED WITHIN TRENCH. BUNDLE WIRING & WRAP W/ TAPE 0 @COMPACTED EARTH 10' INTERVALS. @PRESSURE MAINLINE - SEE SPECS. TIE A 24" LOOP IN ALL WIRING 0 s CONTROL WIRES -SEE SPECS. CHANGES OF DIRECTION GREATER O THAN 30 DEGREES. UNTIE AFTER ALL @TRENCH CONNECTIONS HAVE BEEN MADE. QBACKFILL PER SPECS. rL'� PIPE & WIRE TRENCHING jN.T.S. a\ n J u,IC . \rF OF CALIFO�/ CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT utai�BZ; tST: UKAWN UT: l HtGK C �>: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO" OZ; A A9•E0U.rs WW 2 THE BENCH MARK IS 2" SO. CO. ENG. PLANS PREPARED UNDER SUPERVISION OF RE dMEADED: APPROVED: , IMPROVEMENT PLAN FOR: DEPT. BRASS DISK, STAMPED, "HORIZ. CTR, ENC TC 2" SET IN TOP OF CURB HORIZONTAL: N/A �� '1 DATE. - B STREET 1 ZZ -SI EAST SIDE OF VULCAN AVENUE, 200 FEET VERTICAL: N A 1 m R.L.A. No.: 2157 TER ILLIGAN EDWARD J ER SIDEWALK IMPROVEMENTS NORTH OF E STREET - �— m ATE: DATE- MARK SHEET 25 OF 26 NAME DATE S. CHOMYN EXP.: 07131, 21 R.C.E. R.C.E. WORK ORDER No. — N W 15092 AVENUE OF SCIENCE, SUITE 200 SAN DIEGO, CA 92128 P: 858.385.0500 WWW.NV5.COM LEGEND NOTES O VALVE BOX W/ 'T' —TYPE LOCKING COVER PER SPECS. LA2WN IN REASUB AREAS, FLUSH IN Q FINISH GRADE / TOP OF MULCH. Q AIR VACUUM RELIEF VALVE INSTALLED ON 2 —WAY ADAPTER 'T' PER LEGEND. O BRICK SUPPORTS. 4 REQUIRED. 06" MIN. DEPTH WASHED GRAVEL. @ BIOBARRIER ROOT CONTROL SYSTEM FABRIC. (2)3/4" MALE X 1/2" FEMALE REDUCTION BUSHING. @ AIR VACUUM RELIEF VALVE. O DRIP LINE TUBING. io CHRISTY'S RECLAIMED WATER ID TAG. SECURE TO AIR VACUUM RELIEF VALVE. (USE ONLY IF RECLAIMED SYSTEM). LEGEND Q REMOTE CONTROL VALVE W/ PRV & DISC FILTER AFTER. Q PVC SUPPLY HEADER. @DRIPPER TUBING START CONNECTION MALE ADAPTER. O DRIPPER TUBING LATERAL. 5Q AREA PERIMETER. @ AIR /VACUUM RELIEF VALVE (PLUMBED TO DRIPPER TUBING ® EACH HIGH POINT). Q BLANK DRIPPER TUBING (CENTERED ON MOUND OR BERM). @ PVC EXHAUST HEADER. @ PERIMETER LATERALS 3" FROM EDGE. @FLUSHING VALVE PLUMBED TO PVC LINE. LDRIP TYPICAL LAYOUT 1 N.T.S. SECTION VIEW LEGEND DESCRIPTION NOTES Q VALVE BOX W/ 'T' —TYPE LOCKING COVER * 2" I AREASUB AREAS, FLUSH IN " " "' "t" oT: PER SPECS. ` "t` "`t" b': OO CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. USE TEFLON TAPE ON ALL THREADED CONNECTIONS. FINISH GRADE /TOP OF MULCH. AS BuN1� Q FLUSH VALVE PER LEGEND. PROVIDE VALVE BOX EXTENSIONS AS REQUIRED. O BRICK SUPPORTS. 4 REQUIRED. @12" DIA. X 36" DEEP WASHED GRAVEL. @ BIOBARRIER ROOT CONTROL SYSTEM FABRIC. 7Q LATERAL LINE FROM DRIP SYSTEM. @ PVC ADAPTER AS REQUIRED. @ CHRISTY'S RECLAIMED WATER ID TAG. SECURE TO FLUSH VALVE . (USE ONLY IF RECLAIMED SYSTEM). rP DRIP FLUSH VALVE — N.T.S. LEGEND (Z)LINE FLUSHING VALVE Q AREA PERIMETER. Q DRIPPER TUBING LATERAL. O DRIPPER TUBING START CONNECTION MALE ADAPTER. @EXHAUST HEADER. @DRIPPER TUBING TEE. Qi BLANK DRIPPER TUBING CENTERED ON MOUND OR BERM. @AIR/VACUUM RELIEF VALVE (PLUMBED TO DRIPPER TUBING ® EACH HIGH POINT). @ SUPPLY HEADER. to REMOTE CONTROL VALVE W/ PRV & DISC FILTER AFTER. S DRIP TYPICAL LAYOUT 2 N.T.S. V PLAN VIEW LEGEND @BLANK DRIPPER TUBING. @DRIPPER TUBING 3/4" MALE ADAPTER. Q PVC TEE (SxSxT). OPVC PIPING. Q DRIP EXHAUST HEADER N.T.S. LEGEND Q LINE FLUSHING VALVE PLUG Q AREA PERIMETER. @DRIPPER TUBING START CO O EXHAUST HEADER. @DRIPPER TUBING TEE. @ DRIPPER TUBING LATERAL TUBING. Qi AIR /VACUUM RELIEF VALVE (PLUMBED TO DRIPPER TUBING, ONE ® EACH HIGH POINT). @ BLANK TUBING CENTERED ON MOUND OR BERM. Q SUPPLY HEADER. iu REMOTE CONTROL VALVE W/ PRV & DISC FILTER AFTER. �'DSCA.Fir;� �5. k �T n KT� DRIP TYPICAL LAYOUT 3 N.T.S. * qrF OF CA+ \FO W CHANGE NO.1 DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT " " "' "t" oT: urcAw" 0T: ` "t` "`t" b': ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. Q AS BuN1� J W 2.11112024 THE BENCH MARK IS 2" SO. CO. ENG. DEPT. BRASS DISK, STAMPED, "HORIZ. CTR, ENC TC 2" SET IN TOP OF CURB EAST SIDE OF VULCAN AVENUE, 200 FEET NORTH OF E STREET HORIZONTAL: N/A VERTICAL: N A —� e �� m �n.F,. .lt ® PLANS PREPARED ' `UNDER SUPERVISION OF DATE: 09/18/19 R.L.A. No.: 2157 MARK S. CHOMYN EXP.: 07/31/21 REC N ED: APP OVE �-- B. ILLI N EDWARD J. !� /9 7AT1 R.C.E. R.C.E. IMPROVEMENT PLAN FOR: B STREET SIDEWALK IMPROVEMENTS WORK ORDER No. — 'I22 -$I NAME DATE SHEET 26 OF 26