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2017-SI 110 (Plans)0 0 w w w w z w 0 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 (4) 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. B. 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 CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS (POTHOLING) AND LOCATE ALL EXISTING UNDERGROUND FACILITIES IN THE PROJECT AREA SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 12. A. 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 CABLE TELEVISION PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 800 - 422 -4133 (DIG ALERT) E. THE CONTRACTOR SHALL NOTIFY THE SAN ELIJO JPA COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES (RECLAIMED WATER) AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 760 - 753 -6203 (EXT. 32) 13. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN PLACE AND THAT ARE NOT CALLED OUT TO BE REMOVED ON THESE PLANS. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED PRIOR TO APPROVAL OF THE CITY. 14. EXCEPT WHEN WORK IS BEING DONE ON DRIVEWAYS, THE CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE DRIVEWAYS AT ALL TIMES. 15. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY DESIGNATED TO BE REMOVED SHALL`1BE 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 AN 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 "i s 20.000UPATIONAL 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: A. SEWERS - LWD - (760)- 753 -0155 B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 D. TELEPHONE - SBC BELL - (760) -489 -3411 E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 F. RECLAIMED WATER - SAN ELIJO JPA 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 IMPROVEMENT OF PROJECT LOCATION ALONG THE NORTH SIDE OF REQUEZA STREET BETWEEN WESTLAKE STREET AND NARDO ROAD. PROJECT ALSO INCLUDES THE NORTHERN -MOST PORTION OF NARDO ROAD AT THE REQUZA STREET INTERSECTION. ENCINITAS, CALIFORNIA 92024 W40`11111] �� � Im I I � milli DTY 'O n T C> CO m PROJECT LOCATION O ti De ll ®0w0 D on TA T Y IN 0 F 3 5 8_r THE ENCHTAS S11 w 0 z U s9�,'pq,L w T"9 Fya 'Po ENCINITAS PIS z < a Ro BIRMINGHAM < Uj DRIVE P C� 5 J h� P VICINITY MAP NOT TO SCALE VICINITY MAP N.T.S. SHEET 3 SHEET 6 ' SHEET 8 SHEET 4 SHEET 7 SHFFT 9 Underground Service Alert FIELD OPERATIONS PLANNING AND BUILDING � 9� rya. Baas voo m No. C05�684 z W 12 -2017r FR CALL TOLL EE * 1 -800 422 -411 Gf CA1,�f� ,p � mB Bay mo m PROJECT SPECIFICATIONS & DRAWINGS 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 GRADING 1. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND 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. a ill, i(. KEY MAP o N.T.S. o o ' 0 J W z SHEET INDEX SHEET DESCRIPTION 1 TITLE SHEET, VICINITY MAP, & KEY MAP 2 GENERAL NOTES & TYPICAL:SECTIONS 3 DEMOLITION PLAN 4 DEMOLITION PLAN 5 REQUEZA STREET IMPROVEMENT PLAN & PROFILE 6 REQUEZA STREET IMPROVEMENT PLAN & PROFILE 7 NARDO ROAD & REQUEZA INTERSECTION IMPROVEMENT PLAN 8 EROSION CONTROL PLAN 9 EROSION CONTROL PLAN 4.929 S Underground Service Alert FIELD OPERATIONS PLANNING AND BUILDING � 9� rya. Baas voo m No. C05�684 z W 12 -2017r FR CALL TOLL EE * 1 -800 422 -411 Gf CA1,�f� ,p � mB Bay mo m PROJECT SPECIFICATIONS & DRAWINGS 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 GRADING 1. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND 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. a o 7 1 t6-1 '713)17 7 DATE SIG DATE w- Lim00 °=w r- STANDARD PROJECT STATUS � 00 ° 00 PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT J 0) ATE SIGN DATE SIGN DATE CHANGE N0: DESCRIPTION APPROVEDI DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING N ®, CITY OF ENCINITAS SURVEY CONTROL, RECORD OF PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: PP TITLE SHEET, VICINITY MAP, & KEY MAP FOR: SURVEY 18416 RECORDED IN THE COUNTY OF SAN HORIZONTAL: NTS DATE: '� G'i DIEGO. A 2.5" BRASS DISC IN THE NORTHWEST ?��> d. �.�rU.�rG RE UEZA STREET SIDEWALK IMPROVEMENTS $1 -110 CORNER OF A DRAINAGE BOX ON THE NORTH ENGINEERS NAME DATE Q SIDE OF ENCINITAS BOULEVARD AND 700 FEET VERTICAL: NTS %) R.C.E. NO.: C054564 MATTHEW WIDE1 SKI OBE EAST OF WESTLAKE STREET. S��6/ 2.017 C 17 APN 258 - 122 -30 ELEVATION 388.479 FEET. NAVD88. REVIEWER ENGINEER INSPECTOR SENIOR BRADLEY D. AGER EXP.: 12 -2017 DATE DATE WORK ORDER NO: CS17D SHEET 1 OF 9 ' o ' J ° 00 z `O o 00 IMPERVIOUS AREA a a° a Ji IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 4 4.929 S SQFT le.titu e e W WN`` IMPERVIOUS AREA AFTER CONSTRUCTION: 6 6.657 S SQFT � � rn INCREASE IN IMPERVIOUS AREA: 1 1.728 S SQFT P PLANNING & ENGINEERING IMPERVIOUS AREA REPLACED: 4 4.972 S SQFT T 9968 Hibert Street a Floor, San Diego, CA 92131 r r7 F- U O t6-1 '713)17 7 DATE SIG DATE w- Lim00 °=w r- STANDARD PROJECT STATUS � 00 ° 00 PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT J 0) ATE SIGN DATE SIGN DATE CHANGE N0: DESCRIPTION APPROVEDI DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING N ®, CITY OF ENCINITAS SURVEY CONTROL, RECORD OF PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: PP TITLE SHEET, VICINITY MAP, & KEY MAP FOR: SURVEY 18416 RECORDED IN THE COUNTY OF SAN HORIZONTAL: NTS DATE: '� G'i DIEGO. A 2.5" BRASS DISC IN THE NORTHWEST ?��> d. �.�rU.�rG RE UEZA STREET SIDEWALK IMPROVEMENTS $1 -110 CORNER OF A DRAINAGE BOX ON THE NORTH ENGINEERS NAME DATE Q SIDE OF ENCINITAS BOULEVARD AND 700 FEET VERTICAL: NTS %) R.C.E. NO.: C054564 MATTHEW WIDE1 SKI OBE EAST OF WESTLAKE STREET. S��6/ 2.017 C 17 APN 258 - 122 -30 ELEVATION 388.479 FEET. NAVD88. REVIEWER ENGINEER INSPECTOR SENIOR BRADLEY D. AGER EXP.: 12 -2017 DATE DATE WORK ORDER NO: CS17D SHEET 1 OF 9 3 0 0 a N W 0 0 r W H W a z w 0 EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MA1 AE SHIELDS AT (760) 633 -2778, AB AC BE MADE AVAILABLE AT ALL APN BC ERIALS SHALL BE STOCKPILED 3E3REVIATIONS LEGEND AGGREGATE BASE I TEM ASPHALT CONCRETE ASSESSOR'S PARCEL NUMBER SAW CUT LINE - BEGIN CURVE SYMBOL ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID BCC BVC BEGIN CURB RETURN BEGIN VERTICAL CURVE CONCRETE CURB AND GUTTER CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. C &G CURB & GUTTER CONCRETE SIDEWALK a a SAFELY DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL BE CO CLEAN OUT INSTALLED WHEN THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. 3. CONTRACTOR SHALL PROVIDE A 24 -HOUR TELEPHONE NUMBER AND NAME OF PERSON CONC CONCRETE ASPHALT PAVING PRC RESPONSIBLE FOR EMERGENCY WORK. EC END CURVE PRV PRESSURE REDUCING VALVE ECR END CURB RETURN START OF DEMOLITION OR CONSTRUCTION. ANY EXISTING UTILITIES THAT REQUIRE REMOVAL OR RELOCATION SHALL BE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO EOP EDGE OF PAVEMENT COORDINATED WITH THE APPROPRIATE UTILITY AGENCY PRIOR TO THE BEGINNING OF CONSTRUCTION. IF DURING THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. EP END POINT ASPHALT GRIND AND OVERLAY SCO 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE EVC END VERTICAL CURVE 220 REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR EX EXISTING CONTOUR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. FG FINISH GRADE FL FLOWLINE EXISTING CONTOUR 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH FS FINISH SURFACE WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY GV HAS VALVE HP HIGH POINT LIMITS OF WORK /DAYLIGHT LINE PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. IE LF 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE LP EROSION CONTROL DEVICES AS NECESSARY. MB INVERT ELEVATION LINEAR FEET ULTIMATE RIGHT OF WAY LINE LOW POINT MAILBOX EXISTING RIGHT OF WAY LINE , , ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. 6. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 7. 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 ENGINEER AUTHORIZED TO TRAFFIC CONTROL NOTES DESCRIPTION NTS NOT TO SCALE 8. ALL EROSION CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ONSITE AND TO PCC PORTLAND 'CEMENT CONCRETE 1. SAFELY DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL BE PCC EXISTING EDGE OF PAVEMENT POINT OF CONTINUOUS CURVE -- - INSTALLED WHEN THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. PP POWER POLE DRAWINGS (MIST RECENT EDITION). PRC r POINT OF REVERS._ CURVE EXISTING WATER VALVE 9. TEMPORARY EROSION CONTROL DEVISES WHICH INTERFERE WITH WORK SHALL BE PRV PRESSURE REDUCING VALVE RELOCATED OR MODIFIED AS THE WORK PROGRESSES AS RECOMMENDED BY THE ENGINEER EXISTING FIRE HYDRANT PVMT PAVEMENT START OF DEMOLITION OR CONSTRUCTION. ANY EXISTING UTILITIES THAT REQUIRE REMOVAL OR RELOCATION SHALL BE OF WORK AND AS APPROVED BY THE CITY ENGINEER. RET RETAINING EXISTING WATER METER COORDINATED WITH THE APPROPRIATE UTILITY AGENCY PRIOR TO THE BEGINNING OF CONSTRUCTION. IF DURING RIM RIM ELEVATION 10. EROSION CONTROL SYSTEMS SHALL BE SERVICED AND MAINTAINED TO PROVIDE SCO $EWER CLEANOUT EXISTING MAILBOX UTILITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY AND ENGINEER IN WRITING. THE CONTRACTOR CONTINUOUS CAPACITY AND ADEQUACY TO FUNCTION AS DESIGNATED. AFTER SD STORM DRAIN SHALL ALLOW AMPLE TIME FOR REVISIONS TO BE MADE TO THE PLANS TO AVOID CONFLICTS PRIOR TO THE START OF PRECIPITATION EXCEEDING ONE QUARTER (j) INCH IN ANY 12 -HOUR PERIOD OR UPON SDG &E SAN DIEGO GAS & ELECTRIC EXISTING SIGN REVIEWER ENGINEER INSPECTOR THE DIRECTION OF THE CITY ENGINEER, SILT AND DEBRIS SHALL BE REMOVED FROM SDRSD SAN DIEGO REGIONAL STANDARD DRAWING FURTHER LIMIT WORKING HOURS CHECK DAMS. SMH SEWER MANHOLE EXISTING POWER POLE ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. STD STANDARD 11. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO SWK SIDEWALK ALL TRAVEL LANES WILL BE A MINIMUM OF 12 -FEET WIDE UNLESS OTHERWISE SHOWN. PREVENT PUBLIC TRESPASS INTO AREAS WHERE IMPOUND WATER CREATES A HAZARDOUS TB TOP OF BERM EXISTING TREE CONDITION. NECESSARY PRECAUTIONS MAY INCLUDE, BUT NOT BE LIMITED TO, TC TOP OF CURB TRENCH PLATES TO BE PROVIDED WITH SKID RESISTANT SURFACE. APPROPRIATE PERIMETER FENCING OR A 24 -HOUR GUARD PREVENTING UNAUTHORIZED TPM TENTATIVE PARCEL MAP PERSONS FROM ENTERING THE BASINS. TS TRAFFIC SIGNAL THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF WM WATER METER 12. PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A WV WATER VALVE THE PROJECT SPECIFICATIONS MAY CONTAIN ADDITIONAL NOTIFICATION REQUIREMENTS NEAT AND CLEAN CONDITION, FREE OF LOOSE SOIL, CONSTRUCTION DEBRIS, AND TRASH. PROVIDE SMOOTH TRANSITIONS TO EXISTING. SHOULD ANY DISCREPANCIES BE FOUND BETWEEN THESE PLANS AND FIELD THAT SHALL SUPERSEDE THIS REQUIREMENT. STREET SWEEPING OTHER EQUALLY EFFECTIVE MEANS SHALL E E CLEAN IMPROVEMENT / CONTRACTOR NOTES PRIOR TO PROCEEDING WITH CONSTRUCTION. STREETSEXCEPTFOR THEREMOVALOF FINE ATERIALNOTOTHWISEREMOVEDBY ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES DURING PROJECT CONSTRUCTION. 13. WHEN MATCHING EXISTING RIM ELEVATIONS OF UTILITY MANHOLES AND VAULTS, PAVEMENT SHALL PROVIDE SMOOTH SWEEPING OR OTHER MECHANICAL MEANS. 1. PERMIT'" SHALL BE OBTAINED FROM THE ENCINITAS SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY AT NO COST TO THE CONTRACTOR. 13. STANDBY CREWS SHALL BE ALTERED BY THE CONTRACTOR FOR EMERGENCY WORK DURING RAINSTORMS. 2. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT ANY 14. GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND WORK WITHIN THE STREET RIGHT -OF -WAY AT NO COST TO THE CONTRACTOR. STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS 3. ALL UNDERGROUND UTILITIES WITHIN THE RIGHT -OF WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO IMMINENT. A STANDBY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE CONSTRUCTION OR BERM, CURB, CROSS GUTTER AND PAVING. RAINY SEASON. 4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFORMED BY FIELD 15. ALL UTILITY TRENCHES SHALL BE BACK FILLED WITHIN 24 HOURS AND MUST BE BACK MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND FILLED BEFORE THE END OF WORK DAY IF A 40 PERCENT, OR GREATER CHANCE OF RAIN LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IS PREDICTED. IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 16. A GRAVEL BAG SILT BASIN OR TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN INLET 5. THE CNTRACTOR SHALL ENFORCE ALL MEASURES. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN SAFETY DEVICES TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. AS APPROVED BY THE CITY ENGINEER INCLUDING SHORING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO , , ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. 6. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 7. 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 ENGINEER AUTHORIZED TO TRAFFIC CONTROL NOTES DESCRIPTION PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE DATE BENCHMARK SCALE STATE OF CALIFORNIA LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER, AS REQUIRED BY THE LAND DESIGNED BY: 1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 7 -10 OF THE STANDARD ENGINEERING DIVISION APPROVALS SURVEYORS ACT. SPECIFICATIONS AND APPENDIX "A" OF THE SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS (MIST RECENT EDITION). 8. THE LOCATION OF EXISTING FACILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN CONFORMANCE 9• THE CONTRACTOR IS RESPONSIBLE TO POTHOLE AND LOCATE ALL EXISTING SUBSURFACE UTILITIES, PRIOR TO THE WITH APPENDIX "A" OF THE SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS AND THE START OF DEMOLITION OR CONSTRUCTION. ANY EXISTING UTILITIES THAT REQUIRE REMOVAL OR RELOCATION SHALL BE APPROVED TRAFFIC CONTROL PLAN DURING WORKING HOURS OF 7:30 AM TO 4:00 PM, COORDINATED WITH THE APPROPRIATE UTILITY AGENCY PRIOR TO THE BEGINNING OF CONSTRUCTION. IF DURING MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AUTHORIZED, NO WORK THAT OBSTRUCTS POTHOLING THE CONTRACTOR DISCOVERS A POTENTIAL CONFLICT BETWEEN PROPOSED UTILITIES AND EXISTING NORMAL TRAFFIC FLOW WILL BE ALLOWED DURING THE HOURS OF 4:00 PM TO 7:30 AM UTILITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY AND ENGINEER IN WRITING. THE CONTRACTOR AND AT ALL TIMES SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS. THE PROJECT SHALL ALLOW AMPLE TIME FOR REVISIONS TO BE MADE TO THE PLANS TO AVOID CONFLICTS PRIOR TO THE START OF SPECIFICATIONS AND /OR CONDITIONS OF TRAFFIC CONTROL PLAN APPROVAL MAY REVIEWER ENGINEER INSPECTOR UTILITY INSTALLATION. FURTHER LIMIT WORKING HOURS 10. THE CONTRACTOR SHALL REQUEST MARKOUT OF EXISTING UNDERGROUND UTILITIES BY CALLING THE LISTED REGIONAL 3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. NOTIFICATION CANTER FOR AN INQUIRY IDENTIFICATION NUMBER, AT LEAST (2) DAYS PRIOR TO START OF ANY CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL ABOVE AND BELOW GRADE UTILITIES. SHOULD ANY DISCREPANCIES BE 4. ALL TRAVEL LANES WILL BE A MINIMUM OF 12 -FEET WIDE UNLESS OTHERWISE SHOWN. FOUND BETWEEN THESE PLANS AND FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF THE DISCREPANCY IN WRITING AND GET RESOLUTION PRIOR TO PROCEEDING WITH CONSTRUCTION. 5. TRENCH PLATES TO BE PROVIDED WITH SKID RESISTANT SURFACE. 11. ALL CONTOUR LABELS AND ELEVATION CALLOUTS ARE IN UNITS "FEET ". 6. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF PROPOSED POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO COMMENCING WORK. 12. WHERE NOTED AS "MATCH ", NEW PAVEMENTS, SIDEWALKS, AND GRADES SHALL MATCH EXISTING GRADE ELEVATIONS AND THE PROJECT SPECIFICATIONS MAY CONTAIN ADDITIONAL NOTIFICATION REQUIREMENTS PROVIDE SMOOTH TRANSITIONS TO EXISTING. SHOULD ANY DISCREPANCIES BE FOUND BETWEEN THESE PLANS AND FIELD THAT SHALL SUPERSEDE THIS REQUIREMENT. CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF THE DISCREPANCY IN WRITING AND GET RESOLUTION PRIOR TO PROCEEDING WITH CONSTRUCTION. 7. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES DURING PROJECT CONSTRUCTION. 13. WHEN MATCHING EXISTING RIM ELEVATIONS OF UTILITY MANHOLES AND VAULTS, PAVEMENT SHALL PROVIDE SMOOTH TRANSITIONS. CONTRACTOR SHALL ADJUST TO FINISH GRADE RIM ELEVATIONS OF MANHOLES, VALVE BOXES, VAULTS, ETC. AS REQUIRED. QgOFESS /q�, p Y 14. CONTRACTOR TO VERIFY ELEVATIONS AT TIE -IN AND /OR MATCH POINTS PRIOR TO STARTING PAVEMENT SECTION Ov 9 CONSTRUCTION., e No. 04584 � z - � p '2_qp /7r 15. ALL COORDINATES AND DIMENSIONS ARE TO FACE OF CURB, OR EDGE OF PAVEMENT AND ARE IN FEET UNLESS NOTED * OTHERWISE. pc�lE 16. THE WORKSITE SHALL BE KEPT CLEAN OF DEBRIS AND WASTE. DEBRIS AND WASTE SHALL BE DISPOSED OF AT APPROVED SITES. ED FH l 1 EXISTING CONCRETE CROSS GUTTER ULTIMATE EXISTING R/W R/W 10' 2' BENCH VARIES PER PLAN 4' MIN PROPOSED GRADE "SIDEWALK EXISTING GRA PER SDRSD G -07 CURB & GUTTER PER SDRSD G -02 TYPE G EXISTING POWER POLE TO REMAIN EXISTING R/W - 20' 20' - -13' TRAVEL LANE 6' -5 1 8' I -13' TRAVEL LANE ASPHALT VARIES SIDEWALK 1' I� 7. 0 7 VEXIS77NG SURFACE GRIND AND OVERLA Y GRADE SAWCUT LINE AC PAVEMENT 4" ASPHALT CONCRETE OVER 6" CLASS ll AGGREGATE BASE SECTION A -A: REOUEZA STREET NOT TO SCALE ULTIMATE EXISTING R/W R/W I I 2' BENCH VARIEa _ PER PLAN 4' MIN - PROPOSED GRADE EXISTING GRADE i ti 1 i I f IPCC SIDEWALK PER SDRSD G -07 EXISTING R/W -1' LANDSCAPE EXISTING POWER POLE TO REMAIN � EXISTING R/W - 20' - I 20' -13' TRAVEL LANE 6' 5' 8' -13' 7RAVEL LANE ASPHALT -1' LANDSCAPE - VARIES SIDEWALK ,. ow _ (�o� GRIND AND OVERLAY VEXISTING SURFACE SAWCUT LINE I GRADE AC PAVEMENT 4" ASPHALT CONCRETE OVER 6" CLASS 11 AGGREGATE BASE CURB & GU TIER PER SDRSD G -02 TYPE G SECTION S -S: REOUEZA STREET NOT TO SCALE VARIES I I LANDSCAPING CURB & GUTTER PER SDRSD G -02 TYPE G AC PAVEMENT 4" ASPHALT CONCRETE OVER 6" CLASS H AGGREGATE BASE EXISTING R/W - 30' - 40' - 12' TRAVEL LANE �I� 12' TRAVEL LANE VARIES EXISTING SURFACE GRADE I' - PROTECT IN PLACE EXIST CONC SIDEWALK I AND CURB AND GUTTER LANDSCAPING CURB & GUTTER PER SDRSD G -02 TYPE G SECTION C -C. NARDO RO NOT TO SCALE SAWCUT LINE. MATCH EXISTING SURFACE. PROVIDE CONTACT JOINT PER SDRSD G -10. PROVIDE PREFORMED JOINT FILLER. EXISTING GRADE - PCC CONCRETE PER SDRSD G -12 WITH 6" CLASS ll AGGREGATE BASE, OR MATCH EXISTING (WHICHEVER IS LARGER). 3' MIN \ I Vx EXISTING CURB AND SIDEWALK 7RUNCATED DOMES PER SDRSD G -30 TO EXIS77NG SIDEWALK EXISTING ZERO -FACE CURB DETAIL 1 NOT TO SCALE GE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN BY: �nt�ttu ter: ENGINEERING DIVISION APPROVALS bub CITY OF ENCINITAS SURVEY CONTROL, RECORD of SURVEY 18416 RECORDED IN THE COUNTY E SAN DIEGO. A 2.5' BRASS DISC IN THE NORTHWEST CORNER OF A DRAINAGE BOX ON THE NORTH EAST OFENCIN AAS BOULEVARD AND 700 FEET ELEVATION 388.479 FEET. NAVD88. HORIZONTAL: NTS VERTICAL: NTS PLANS PREPARED UNDER SUPERVISION OF DATE: 5'IV -1 %J �_ R.C.E. NO.: C054564 BRADLEY D. SAGER EXP.: 12 -2017 RECOMMENDED: WRV u R ���i.4ti MATTHEW WID SKI BE ZAIN ��l9�Z017 DATE DATE ENGINEER'S NAME DATE REVIEWER ENGINEER INSPECTOR SENIOR SAWCUT LINE OR EDGE OF PAVEMENT I It MATCH EXISTING SURFACE 18" GRIND AND OVERLAY. "D rD 2" DEPTH. PROVIDE SMOOTH 0 7RANSI77ON TO EXISTING o AC PAVEMENT AND 0 PCC SIDEWALK BASE PER PLAN U o 00 z `n 0 cc) bi y i< Y TACK COAT Q M PCC CURB AND EXISTING AC n F- 0 0 GUTTER PAVEMENT AND BASE ") w o W m In o=Wr-- GRIND AND OVERLAY DETAIL 2 <0)Z 00 NOT TO SCALE J 0' U) fow- • a MAI REQUEZA STREET SIDEWALK IMPROVEMENTS APN 258- 122 -30 WORK ORDER NO: CS17D SI -110 Q N W C3 W 0 w W N W 0 r= V 0 I— w W co co W Z J Q PLAN VIEW SCALE. 1" = 10' i WWTAI0101 1 SCALE..- 1" = 10' No. C054554 EAL 12_2017 DEMOLITION NOTES Ol SAW CUT LINE O2 SANDBLAST EXISTING PAVEMENT STRIPING O3 GRIND AND OVERLAY EXISTING PAVEMENT PER DETAIL ON SHEET 2 ® CLEAR AND GRUB EXISTING VEGETATION W W W O5 REMOVE EXISTING TREE © REMOVE EXISTING AC BERM REMOVE EXISTING ASPHALT PAVEMENT ® REMOVE EXISTING ASPHALT SIDEWALK ©0 REMOVE AND RELOCATE EXISTING SIGN i PROTECT IN PLACE NOTES N PR Ldabba w w W Z J 2 U Q N E1 PROTECT IN PLACE EXISTING SIGN 15 PROTECT IN PLACE EXISTING WATER METER BOX AND ADJUST TO GRADE DATE PROTECT IN PLACE EXISi1NG FIRE HYDRANT 17 PROTECT IN PLACE EXISTING POWER POLE AND GUY WIRE 31 PR07ECT IN PLACE EXISTING AC BERM 18 PROTECT IN PLACE EXIS71NG POWER POLE TO BE PROTECTED IN PLACE. RE— ATTACH 4 � PROTECT IN PLACE EXISTING AC PAVEMENT GUY WIRE AND ADJUST GRADE AS REQUIRED. LCHANGE 21 PROTECT IN PLACE EXISTING PAVEMENT STRIPING E5 PROTECT IN PLACE EXISTING WATER VALVES HORIZONTAL: 1" = 10' VERTICAL: NIS PLANS PREPARED UNDER SUPERVISION OF DATE: 5 -16-I � R.C.E. NO.: C054564 BRADLEY D. AGER EXP.: 12 -2017 RECOMMENDED: R VE ' .k d• MATTHEW WID LSKI 75(f I 6/1812,417 7 DATE DATE 22 PROTECT IN PLACE EXISTING TREE F6_1 PROTECT IN PLACE EXISTING SEWER MANHOLE 23 PROTECT IN PLACE EXISTING PVC PIPE AND RECLAIMED WATER BELOW. 10 PROTECT IN PLACE EXISTING CONCRETE SIDEWALK 11 PROTECT IN PLACE EXISTING CONCRETE CURB AND GUTTER 12 PROTECT IN PLACE EXISTING CONCRETE PEDESTRIAN RAMP REVIEWER ENGINEER d 13 PROTECT IN PLACE EXISTING 2 -INCH IRON PIN LS3790 latitude =s m D `'��� c1v1� `� PLANNING & ENGINEERING �' CI�.1 9968 Hibert Street 2nd Floor, San Diego, CA 92131 Tel 858.751.0633 DESCRIPTION APPROVED DATE BENCHMARK SCALE AS-BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. LCHANGE CITY OF ENCINITAS SURVEY CONTROL, RECORD OF SURVEY 18416 RECORDED IN THE COUNTY OF SAN DIEGO. A 2.5" BRASS DISC IN THE NORTHWEST CORNER OF A DRAINAGE BOX ON THE NORTH SIDE OF ENCINITAS BOULEVARD AND 700 FEET EAST OF WESTLAKE STREET. ELEVATION 388.479 FEET. NAVD88. HORIZONTAL: 1" = 10' VERTICAL: NIS PLANS PREPARED UNDER SUPERVISION OF DATE: 5 -16-I � R.C.E. NO.: C054564 BRADLEY D. AGER EXP.: 12 -2017 RECOMMENDED: R VE ' .k d• MATTHEW WID LSKI 75(f I 6/1812,417 7 DATE DATE DEMOLITION PLAN FOR: REQUEZA STREET SIDEWALK IMPROVEMENTS APN 258 - 122 -30 WORK ORDER NO: CS17D SI -110 ENGINEER'S NAME DATE REVIEWER ENGINEER INSPECTOR SENIOR SHEET 3 OF J M 0 N 0 0 LO p 00 z 0 O 00 W X (n Q W N ¢ vi M U O M W O. UL! DD (7M p = W co J 01 N W 0 0 0 w w N w 0 N w w N w a U 0 DEMOLITION NOTES Ol SAW CUT LINE O2 SANDBLAST EXISTING PAVEMENT STRIPING O3 GRIND AND OVERLAY EXIS77NG PAVEMENT © REMOVE EXISTING AC BERM O7 REMOVE EXIS77NG ASPHALT PAVEMENT ® REMOVE EXIS77NG ASPHALT SIDEWALK O9 REMOVE AND REPLACE EXISTING CONCRETE CROSS GUTTER a° \� l 18 _ .n 1 1 7 3 I PROTECT IN PLACE NOTES �t k PROTECT IN PLACE EXISTING SIGN - — 7_7 � (START) T) 8 a 1 9 d d �t t PROTECT IN PLACE EXISTNG FIRE HYDRANT PR07ECT IN PLACE EXIS77NG AC BERM 1 8 _ PROTECT IN PLACE EXISTING AC PAVEMENT L1 9�� '� y PROTECT IN PLACE EXISTING WATER VALVES Y 5 12 PROTECT IN PLACE EXISTING SEWER MANHOLE EXISTING PROPERTY LINE 22 EXIS77NG PROPERTY LINE / r'' \ \ '\ 1, f / �7 PROTECT IN PLACE EXISTING SEWER MANHOLE AND ADJUST TO GRADE ' EXISTING SURVEY MONUMENT. CONTRACTOR TO = HIRE LICENSED CIVIL ENGINEER OR LAND F8 PROTECT IN PLACE EXISTING TELECOMM MANHOLE t ! SURVERYOR, IN ACCORDANCE WITH N07F 4 1011 0 SHEET 1 AND RESET SURVEY MONUMENTS TO PR07ECT IN PLACE EXISTING CROSS GUTTER THE SATISFACTION OF THE CITY., I 10 // 10 PROTECT IN PLACE EXISTING CONCRETE SIDEWALK ' I' / i ",I 1 , !' I . ,I I i APN 258- 252 -33 �, ? _ l ;t NOT A PART ` 17 ;� I� I 1 APNO258-J50-01 A PART / r� fl 11 PROTECT IN PLACE EXISTING CONCRETE CURB AND GUTTER 12 PR07ECT IN PLACE EXISTING CONCRETE PEDESTRIAN RAMP PROTECT IN PLACE EXISTING 2 -INCH BRASS DISC RCE29577 7 18 PROTECT IN PLACE EXISTING WATER METER BOX 17 1 PROTECT IN PLACE EXISTING POWER POLE AND GUY WIRE PROTECT IN PLACE EXISTING MAILBOX PROTECT IN PLACE EXISTING STORM DRAIN UNDER DRAIN \ p I PROTECT IN PLACE EXISTING PAVEMENT STRIPING I r' I (END) 2 8 EXIS77NG PROPERTY LINE i , i I� 18 I 17 � EXISTING PROPERTY LINE Mv II Il - ; i PLAN VIEW SCALE. • 1" = 10' QROFESSIgy, y O 9 Latitude C10- PLANNING & IENGIN�EERING Tel 858.751.0833 CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. CITY OF ENCINITAS SURVEY CONTROL, RECORD OF SURVEY 18416 RECORDED IN THE COUNTY OF SAN DIEGO. A 2.5" BRASS DISC IN THE NORTHWEST CORNER OF A DRAINAGE BOX ON THE NORTH SIDE OF ENCINITAS BOULEVARD AND 700 FEET EAST OF WESTLAKE STREET. ELEVATION 388.479 FEET. NAVD88. HORIZONTAL: 1" = 10' VERTICAL: NTS ENGINEER'S NAME PLANS PREPARED UNDER SUPERVISION OF DATE: 5'-lb-'? DATE to C `-_ R.C.E. NO.: C054564 BRADLEY D. SAGER CAII(1D EXP.: 12 -201.7 RECOMMENDED: % . 4w _L MATTHEW WFDELSKI 5 /l$ /ul7 DATE REQUEZA STREET SIDEWALK IMPROVEMENTS SI -110 APN 258 - 122 -30 WORK ORDER NO: CS17D SHEET 4 OF 9 M O O O O LO p co Z 0 00 U W X � Q F M W W W N af 0)M (n Q U (M0 r7H O U-1 I W m 0 LO p =w r- :3 0 00 J0) (n � m 0 0 0 0 w w x N N w 0 i r 1 STOP LIMIT LINE PER % ,CAL TRANS SID PLAN A24E , ,t z i _ADDER CROSSWALK PER CAL TRANS STD - PLAN A24F z w w 0 7 G) 5 a z I w , w I z , w Y W CURB RAMP KITH TRUNCATED DOMES PER SDRSD G -30 W214./79 FS SAWCUT LINE. MATCH EXISTING SURFACE. TYP.- 12 +00 f 0 2:1 '5.04 FS .d �, , / 215 CURB DATA TABLE z m — ADJUST EXIS71NG BEARING /DELTA RADIUS LENGTH N07ES 1 A= 09'15'55" 28.28' 9.22' TEMPORARY AC BERM PER SDRSD 0-05 TYPE A 2 N2657'21 "W -- 7.68' 6" CURB PER SDRSD G -02 TYPE G 3 A= 62'16'42" 18.00' 19.57' " 4* N8856'21 "W -- 410.38' *DENOTES. CURB EXTENDS THROUGH MATCHLINE GE NO.1 DESCRIPTION PROFILE VIEW SCALE: HORIZ. 1" = 10' VERT 1" = 2' ---j�'- ULTIMATE R.O.W. LINE %­-FOUND 2 -INCH IRON 'J APN 258- 122 -30 r " NOT A PART .% PIN LS3790 FOUND 2 -INCH IRON PIN LS3790. CONTRACTOR /r - TO HIRE LICENSED C1WL ENGINEER OR LAND r, '' SURVERYOR IN ACCORDANCE WITH NOTE 4, SHEET 1 AND RESET SURREY MONUMENTS TO THE S477SFACTION OF THE CITY. ULTIMATE R.O.W. LINE - III —111 -- �— 21 S 6.24 F _ d d d BEGIN CURB, GUTTER, & SIDEWALK i 4 BACK OF SIDEWALK. HINGE POINT (TYP) z m — ADJUST EXIS71NG r. WATER BOX TO GRADE o 4, No. 0054584 6m, 12 -2017 - - — III - RETOUE7 A ASPHALT _OVERLAY PER CONCRETE GRIND A 2 - - z S 1 REE 1 'Z_ SAWCUT LINE. MATCH EXISTING SURFACE. TYP. z i PLAN SCALE: 1" = 10' APPROVED DATE BENCHMARK SCALE AS -BUILT CITY OF ENCINITAS SURVEY CONTROL, RECORD OF SURVEY 18416 RECORDED IN THE COUNTY OF SAN HORIZONTAL: 1" = 10' DIEGO. A 2.5" BRASS DISC IN THE NORTHWEST CORNER OF A DRAINAGE BOX ON THE NORTH ENGINEER'S NAME DATE SIDE OF ENCINITAS BOULEVARD AND 700 FEET VERTICAL: 1" = 2' EAST OF WESTLAKE STREET. ELEVATION 388.479 FEET. NAVD88. I 1REVIEWER NGINEERI INSPECTOR I SENIOR CONC SIDEWALK PER SDRSD G -07 0 \ 22 1 45'.— y 14 +00 -230 -225 -215 -210 • • , v® APN 258 - 122 -30 NOT A PART - W Z 2 DAYLIGHT W LINE r Q p=�:/� -� d GN °d d d + VJ _ ° T VDall BI DV D 1: ummf V D is urir_ I� S D r: ENGINEERING DIVISION APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: DATE: S- /6-1% %64t4w a qv,04". R.C.E. NO.: C054564 MATTHEW WID LSKI 5/16/Z,017 B ADLEY D. SAGEK EXP.: 12 -2017 DATE I -1 latitude PLANNING & ENGINEERING 9988 Hibert Street 2" Floor, San Diego, CA 92131 Tel 858.751.0833 CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. REQUEZA STREET IMPROVEMENT PLAN & PROFILE FOR: REQUEZA STREET SIDEWALK IMPROVEMENTS $I -110 APN 258- 122 -30 WORK ORDER NO: CS17D SHEET 5 OF 9 W e 235- 230- I APN 258 - 122 -30 NOT A PART U W I m jr rr p ZO °1 d' 1 Iw 7 5 a w w z c� I z w Y, A 77MATE R.O.W LINE LINE t'HUI —ILC VICW SCALE HORIZ. 1" = 10' VERT. 1" = 2' APN 258 - 122 -30 NOT A PART ® 231.95 FS BEARING /DELTA RADIUS LENGTH NOTES 4* N8856'21 "W -- o A IS 5 — 150.00' 2.70' - ..� ° A= 01'04'36° ww _ II 7 II N + I °1 d' 1 Iw 7 5 a w w z c� I z w Y, A 77MATE R.O.W LINE LINE t'HUI —ILC VICW SCALE HORIZ. 1" = 10' VERT. 1" = 2' APN 258 - 122 -30 NOT A PART SCALE 1" = 10' CONC SIDEWALK PER SDRSD G -07 �238.57 FS 10.1' d' - -^ a -.— °_B -° ® 231.95 FS BEARING /DELTA RADIUS LENGTH NOTES 4* N8856'21 "W -- A IS 5 Oi 150.00' 2.70' - ..� 6 A= 01'04'36° CONC CURB AND N GUTTER PER CURB 2.82' II 7 II DATA TABLE + to c+o - latitude II II ti LO :�;_A Lo O cn 54 PLANNING & ENGINEERING 9988 Hibert Street 2ntl Floor, San Diego, CA 92131 z w Tel 858.751.0633 CHANGE NO. DESCRIPTION APPROVED DATE d _ _� v _ -_ SCALE AS-BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. - 1.00 13.0' LT-- TC - 229.24 REQUEZA o r - CITY OF ENCINITAS SURVEY CONTROL, RECORD OF `,- � STREET � REQUEZA STREET IMPROVEMENT PLAN &PROFILE FOR: � ASPHALT CONCRETE GRIND AND - - - - - -- 15 +00 SURVEY 18416 RECORDED IN THE COUNTY E SAN DIEGO. A 2.5" BRASS DISC IN THE NORTHWEST HORIZONTAL: 1" = 10' (n OVERLAY PER DETAIL 2, SHEET 2--- �rjum Cl �!/,fe��yli REQUEZA STREET SIDEWALK IMPROVEMENTS SI -110 m ENGINEER'S NAME _ m CORNER OF A DRAINAGE BOX ON THE NORTH SAWCUT LINE. MATCH R.C.E. NO.: C054564 MATTHEW WI ELSKI BE AINO EXIS77NG SURFACE. IP. + T o ° PROTECT IN PLACE EXIST SIDE OF ENCINITAS BOULEVARD AND 700 FEET VERTICAL: = SEWER MANHOLE = APN 258 - 122 -30 STA 16 +00 .00 TC = 235.. 2J5. 07 7' EAST OF WESTLAKE STREET. i t SHEET 6 OF 9 "i ELEVATON 388.479 FEET. NAVD88. BRADLEY .SAGER EXP.: 12 -2017 DATE DATE WORK ORDER NO: CS17D B PLAN VIEW SCALE 1" = 10' CONC SIDEWALK PER SDRSD G -07 �238.57 FS 10.1' d' - -^ a -.— °_B -° 0 I I I /I SEE DWG N0. 10150 -1— FOR EXIST IMPROVEMENTS, -7 MATCH EXIS77NG SURFACE CONCRETE JOINT PER 66-10- 7; _ STA 16 +6792 -(2J9.22 TC) V.LF. SAWCUT LINE. MATCH `. i EXIS71NG SURFACE. TIP. i' 17 +00 LIMITS OF GRIND -I AND OVERLAY I CURB DATA TABLE ® @\tOFESS/ BEARING /DELTA RADIUS LENGTH NOTES 4* N8856'21 "W -- 410.38' A IS 5 Oi 150.00' 2.70' " 6 A= 01'04'36° CONC CURB AND N GUTTER PER CURB 2.82' II 7 II DATA TABLE + to c+o - latitude II II ti LO cn 0 I I I /I SEE DWG N0. 10150 -1— FOR EXIST IMPROVEMENTS, -7 MATCH EXIS77NG SURFACE CONCRETE JOINT PER 66-10- 7; _ STA 16 +6792 -(2J9.22 TC) V.LF. SAWCUT LINE. MATCH `. i EXIS71NG SURFACE. TIP. i' 17 +00 LIMITS OF GRIND -I AND OVERLAY I CURB DATA TABLE ® @\tOFESS/ BEARING /DELTA RADIUS LENGTH NOTES 4* N8856'21 "W -- 410.38' 6" CURB PER SDRSD G -02 TYPE G 5 d= 01'01'48° 150.00' 2.70' " 6 A= 01'04'36° 150.00' 2.82' " 7 N885333 "W -- 1.25' *DENOTES CURB EXTENDS THROUGH MATCHLINE w @\tOFESS/ =' a No. 054584 � Z ®Exp. 12 -2017 rn - latitude CIVIL PLANNING & ENGINEERING 9988 Hibert Street 2ntl Floor, San Diego, CA 92131 z w Tel 858.751.0633 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS-BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. - CITY OF ENCINITAS SURVEY CONTROL, RECORD OF PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: R V REQUEZA STREET IMPROVEMENT PLAN &PROFILE FOR: ° SURVEY 18416 RECORDED IN THE COUNTY E SAN DIEGO. A 2.5" BRASS DISC IN THE NORTHWEST HORIZONTAL: 1" = 10' DATE: 'S' / ®-17 �rjum Cl �!/,fe��yli REQUEZA STREET SIDEWALK IMPROVEMENTS SI -110 ENGINEER'S NAME DATE CORNER OF A DRAINAGE BOX ON THE NORTH 1" 2'r_ R.C.E. NO.: C054564 MATTHEW WI ELSKI BE AINO o ° SIDE OF ENCINITAS BOULEVARD AND 700 FEET VERTICAL: = S��S�ZOI7 APN 258 - 122 -30 EAST OF WESTLAKE STREET. i t SHEET 6 OF 9 ELEVATON 388.479 FEET. NAVD88. BRADLEY .SAGER EXP.: 12 -2017 DATE DATE WORK ORDER NO: CS17D REVIEWER ENGINEER INSPECTOR SENIOR M 0 O O o 00 z `0 o 00 LLI X (n Q Li W N I.- M M U O Mw� I Ld OD U' n l. F 00 In JmLnI 0 0 0 w a N b 9 n w z V 0 0 I LADDER CROSSWA - - - - - - - -- - - - - - - -- PER CAL TRANS STD -- 1 PLAN A24F - REQUEZA 1 i( t SAWCUT LINES % STREET f MATCH EXISIINGI t9 +00 - CONC CURB ANDS - ...... -. -.- GUTTER PER CURB` �\ s DATA TABLE1 - _ c m (257.73 FS) V.LF. (257.60 FL) MATCH EXIS7ING (V.I.F.) ( (258.08 TC) ° CONCRETE JOINT PER G -10 tl SAWCUT LINE. MATCH -� _.,.EXISTING SURFACE. f APN 258 - 252 -33 NOT A PART g �y i FL ° a LIMITS OF ASPHALT GRIN AND OVERLAY MATCH EXISTING SURFACE. TIP. SAWCUT LINE 9TCH EXISTING 7 FL 3.90FLo \.% 58.9j ( ) X258 ; (258.31 FS V.LF. 259.25 FS° ADJU. CONC SIDEWALK 259.29 FS %' ", MANS PER SDRSD G -07 - 259.31 FS 10 259.37 � \ t 259.J1 FS « CONC CURB AND GUTTER PER CURB l DATA TABLET ! ,, EE SHEET 2\ EXISTING SURVEY MONUMENT CONTRACTOR TO HIRE LICENSED CIVIL ENGINEER OR LAND ,+ >; SURVERYOR IN ACCORDANCE WITH NOTE 4, SHEET 1 AND RESET SURVEY MONUMENTS TO THE SATISFACTION OF THE CITY. � � r V 'MATCH EXISTING y ty SURFACE. TYP. 13 14 x`15 I 1 REMOVE, REGRADE, AND INSTALL 4" ASPHALT CONCRETE OVER 6" CLASS 11 AGGREGATE BASE i \\ 16 CONC CURB AND GUTTElZ� ;I PER CURB DATA TABLE 171 (259.77 TC) j+ (25938 FL) 1 MATCH EXISTING (V.LF.) '1 o ' 2 -INCH ! RCE29577 o Q) N /(D i 6- i CROSS GUTTER 1 r-PER SDRSD G -12 RADIUS SAW UT LINE. I MATCH EXIST LETTERING PER CALTRANS i 1 r - (260.66 FL) V. I. 99 - CONCRETE JOINPER 12 ti 12' GG-10 f' o ' 2 -INCH ! RCE29577 o Q) N /(D i 6- i CROSS GUTTER PLAN A24F r-PER SDRSD G -12 RADIUS SAW UT LINE. STOP LIMIT LINE AND ST01 MATCH EXIST LETTERING PER CALTRANS i 1 } STD PLAN A24E - (260.66 FL) V. I. 99 - CONCRETE JOINPER 12 13.92' 12' GG-10 26 259.07 FL PER CALTRANS STD�"�,j, PLAN A24F BEARING /DELTA RADIUS LENGTH N07ES 8 N880848 °W i 1 6.35' TEMPORARY AC BERM PER SDRSD G -05 TYPE A 99 3 12 13.92' 12' 259.57 TC :; 261.59 259.07 FL 261.09 11 A= 28'01'50" 3.00' 1.47' » LIMITS OF ASPHALT GRIND J AND OVERLAY. MATCH EXISTING SURFACE. TYP: SAWCUT LINE - I PLAN VIEW SCALE: 1" = 10' 1 u 28 (261.08 FL) MATCH EXIST (V..I.F.) 21 SAWCUT LINE MATCH EXISTING ASPHALT CONCRETE GRIND AND OVERLAY PER DETAIL 2, SHEET (263.18 TC) (262.69 FL) MATCH EXISTING (VLF) CORE 774ROUGH CURB FOR CONTINUATION OF UNDERDRAIN AS REQUIRE %� °CC PAVEMENT PER DETAIL 1, SHEET 2� SURFACE - APPLIED TRUNCATED DOMES ON EXIST CURB RAMP PER SDRSD G -30 CONCRETE JOINT PER G -10 (261.56 FG) j I MATCH EXIS77NG (V.I.F.),e APN 258 - 350 -01 6 f !MATCH EXISTING" NOT A PART % SURFACE. TYP. 19 1 'I 'PRO7ECT IN PLACE � 1' EXIST CONC SIDEI /ICONC CURB AND GUTTER / f MA j ij c. I CURB DATA TABLE ® BEARING /DELTA RADIUS LENGTH N07ES 8 N880848 °W - 6.35' TEMPORARY AC BERM PER SDRSD G -05 TYPE A 9 A---26'35'00" 30.00' 13.92' 6" CURB PER SDRSD G -02 TYPE G 10 A= 6151'42" 30.00' 32.39' 11 A= 28'01'50" 3.00' 1.47' » 12 N28'19'44 "E -- 9.91' " 13 N28'19'44 E -- 2.53' " 14 A--02'24'01" „20.00' 0.84' 15 A= 24'09'53" 20.00' 8.44' " 16 N0145'50 "E -- 10.59' " 17 A= 05103'58" 20.00' 1.77' " 18 A= 25'33'06" 20.00' 8.92' 19 N2448'04 "W -- 12.26' 20 A= 28'01'50" 3.00' 1.47' 21 A= 362954" 30.00' 9.61' 22 A= 8220'17" 3.00' 4.31' 6" PCC CURB PER SDRSD G -01 23 N5756'03 "W -- 1.60' 24 N885548 "W -- 3.00' 6" CURB PER SDRSD G -02 TYPE G 25 A= 18'4948" 30.00' 9.86' 6" PCC CURB PER SDRSD G -01 26 A= 102'17'01 " 1.50' 2.68' 27 N30'02'37'W -- 0.03' 28 A=36 2954" 30.00' 9.50' 9 LSSIpy o��YO, .1 0. No. 0054584 z m,2 -�,7 m� latitude .I PLANNING G & ENGINEERING 9968 Hibert Tel 858.751.0633 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. CITY OF ENCINITAS SURVEY CONTROL, RECORD OF PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: A ROV NARDO ROAD & REQUEZA INTERSECTION IMPROVEMENT PLAN FOR: SURVEY 18416 RECORDED IN THE COUNTY ES SAN HORIZONTAL: 1" = 10' DATE: 5_I0 `I �i * REQUEZA STREET SIDEWALK IMPROVEMENTS SI -110 DIEGO. A 2.5" BRASS DISC IN THE NORTHWEST iG4r CORNER OF A DRAINAGE BOX ON THE NORTH ENGINEER'S NAME DATE MATTHEW WI LSKI B T IN SIDE OF ENCINITAS BOULEVARD AND 700 FEET VERTICAL: NIA �� R.C.E. NO.: 0054564 APN 258- 122 -30 EAST OF WESTLAKE STREET. BRADLEY D. SAGER S��B�20/� t3 ELEVATION 388.479 FEET. NAVD88. REVIEWER ENGINEER INSPECTOR SENIOR EXP.: 12 -2017 DATE DATE WORK ORDER NO: CS17D SHEET 7 OF 9 O O O co z Lo O 00 U W X (n Q HMS W N [if 0) (n Q M O M Li W MO to p = W r H o r, OD 00 ca J0) (n � I— W W 2 r� VJ 2 w Z J 2 LO a m r j I ro 0 c� 3 0 0 0 w N Q I w a 0 N GRAVEL BAG BERM PER SC -6 (TYP.)i ./ WM -Y WM45 WM -2 t W j WM -3 WM -9 t co �\ WM -4 CONSTRUCTION _ STAGING AREA ITT t i, O TEMPORARY CONSTRUCTION FENCE AND GATE(S) PER CONTRACTOR TO BE APPROVED BY Y GRAVEL BAG BERM PER SC -6 (TYP.) NS -9 NS -3 NS-12 I < d d d 1 d d a a a Q d a W FIBER ROLL PER SC -5 (TYP.) W W W d Q O i APN 258- 122 -30 NOT A PART SS -2 PLAN VIEW HYDROSEED PER SS -4 (11P.) �l r GRAVEL BAG BERM i PER SC -6 (TYP.) —7-7 SILT FENCE PER SC -1 (TYP.) l l SCALE: 1"= 10' _ 1 , A R w H w a Q z w I MIT- I Iwo NOTES: 1. SEE SHEET 2 FOR EROSION CONTROL NOTES 2. SEE SHEET 9 FOR EROSION CONTROL PLAN FOR NARDO ROAD AS WELL AS DETAILS DESCRIPTION 1 APPROVED DATE BENCHMARK SCALE CITY OF ENCINITAS SURVEY CONTROL, RECORD OF SURVEY 18416 RECORDED IN THE COUNTY OF SAN DIEGO. A 2.5" BRASS DISC IN THE NORTHWEST HORIZONTAL: 1" _ CORNER OF A DRAINAGE BOX ON THE NORTH SIDE OF ENCINITAS BOULEVARD AND 700 FEET VERTICAL: NTS EAST OF WESTLAKE STREET. ELEVATION 388.479 FEET. NAVD88. BEST MANAGEMENT PRACTICES (BMPs) N A EROSION CONTROL NOTE: - -- --- --- I_J ,I .,� „�.�� „•� , �„ ,,,, 1vl o —il rrntcrN uvivJLRY/iuuiv rrv/iuiiur.3 rLn rv3 —i 1-UK IIVA(:IIVt AKLA3 U!' GUNJIKU(;IIUN SS -2 PRESERVATION OF EXISTING VEGETATION PER SS -2 NS -3 PAVING & GRINDING OPERA77ONS PER NS -3 CONTRACTOR SHALL PROVIDE SOIL STABILIZATION BMPS TO ANY PLAN VIEW —■ SILT FENCE PER SC -1 NS -7 POTABLE WATERIIIRRIGA77ON PER NS -7 AEAS OF CONSTRUC77ON THAT FLAT GRADED AREAS) AND ARE NOVT SCHEDULED TOEBE(INCLUDING SCALE: 1” _ 10' 000000 FIBER ROLLS PER SC -5 NS -9 VEHICLE AND EQUIPMENT FUELING PER NS -9 RE- DISTURBED FOR AT LEAST 14 DAYS. 000000 GRAVEL BAG PER SC -6 NS -10 0 VEHICLE AND EQUIPMENT MAINTENANCE PER NS -10 SOME OF THE SOIL STABILIZATION BMPS THAT CAN BE UTILIZED, AND CAN BE USED IN CONJUNC77ON WITH EACH OTHER, OR USED W y HYDROSEEDING PER SS -4 * NS -12 CONCRETE CURING PER NS -12 WITH OTHER SOIL STABILIZA71ON AND SEDIMENT CONTROL BMPS TO REDUCE EROSION AND SEDIMENT AND POLLU71ON TRANSPORT ARE: NS -14 CONCRETE FINISHING PER NS -14 - HYDRAULIC MULCH (SS -3) - HYDROSEEDING (SS -4) WM -1 MATERIAL DELIVERY AND STORAGE PER WM -1 - SOIL BINDERS (SS -5) - STRAW MULCH (SS -6) WV-2 MATERIAL USE PER WM -2 - ROLLED EROSION CONTROL PRODUCTS (SS -7) - WOOD MULCH (SS -8) KV -3 STOCKPILE MANAGEMENT PER WM -3 9 FIE SS /qy D. �! * WHEN PLAN17NG OR HYDROSEEDING METHODS ARE SELECTED FOR EROSION CONTROL, THE VEGETATIVE COVER WM -4 SPILL PREVENTION AND CONTROL PER WW-4 �, c^ MUST BE PLANTED BY AUGUST 15TH AND ESTABLISHED BY OCTOBER 1ST IF IN THE OPINION OF THE CITY WM -5 SOLID WASTE MANAGEMENT PER WM -5 F_....” w rn rZ.r INSPECTOR THE VEGETATIVE COVER IS NOT ESTABLISHED BY OCTOBER 1ST, ,z -�1�a ADDITIONAL HYDRAULIC OR PHYSICAL EROSION CONTROL BMPS WILL BE WV-8 CONCRETE WASTE MANAGEMENT AND CONCRETE WASHOUT PER WM -8 latitude `6 c1vit- REQUIRED. PLANNING & ENGINEERING M- SANITARY /SEPTIC WASTE MANAGEMENT PER WW-9 9960 Hibert Street Y" Floor, San Diego, CA 92131 Tel 858.751.0633 AS -BUILT DESIGNED BY: I DRAWN BY: 1 CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: ROVE EROSION CONTROL PLAN FOR: DATE: 5 �18' � %6446(" a' �' '�' REQUEZA STREET SIDEWALK IMPROVEMENTS SI -110 ENGINEER'S NAME DATE R.C.E. NO.: C054564 MATTHEW WID LSKI B Ff -r- APN 258 - 122 -30 ENGINEER INSPECTOR SENIOR RADLEY D. SAGER EXP.: 12 -2017 DATE DATE WORK ORDER NO: CS17D SHEET 8 OF 9 M C O O o o 00 z N)� O U w X N Q wow w N U~) O Iwo w m LO p =w D 00 o� 00 JOU) 00 W -i I I 't C ° d� GRAVEL BAG BERM PER SC -6 (TIP.) d ° d L) - d . i d d G G t - - - --- -- - - - - -- - c — —�— ° \,1 I cTr r I I FIBER ROLL PER , l� 1 SC -5 (TYP.) A O, p' Ik l, 1 Z i I it PLAN VIEW i SCALE. 1 " _ 10' II i i I Iy jjQ tt 0 BEST MANAGEMENT PRACTICES (BMPs) _ EROSION CONTROL NOTE: SS -1 SCHEDULING PER SS -1 FOR INACTIVE AREAS OF CONSTRUCTION N SS -2 PRESERVA110N OF EXISTING VEGETATION PER SS -2 CONTRACTOR SHALL PROVIDE SOIL STABILIZATION BMPS TO ANY —■ SILT FENCE PER SC -1 AREAS OF CONSTRUCTION THAT HAVE BEEN DISTURBED (INCLUDING w FLAT - GRADED AREAS) AND ARE NOT SCHEDULED TO BE L; 000000 FIBER ROLLS PER SC -5 RE- DISTURBED FOR AT LEAST 14 DAYS. o GRAVEL BAG PER SC -6 SOME OF THE SOIL STABILIZATION LIMPS THAT CAN BE UTILIZED, AND CAN BE USED IN CONJUNCTION WITH EACH OTHER, OR USED HYDROSEEDING PER SS -4 * W11N OTHER SOIL STABILIZA170N AND SEDIMENT CONTROL LIMPS TO REDUCE EROSION AND SEDIMENT AND POLLUTION TRANSPORT ARE.• - HYDRAULIC MULCH (SS -3) z - HYDROSEEDING (SS -4) 5 - SOIL BINDERS (SS -5) a z - STRAW MULCH (SS­ 6) w - ROLLED EROSION CONTROL PRODUCTS (SS -7) - WOOD MULCH (SS -8) 3 * WHEN PLANTING OR HYDROSEEDING METHODS ARE SELECTED FOR o EROSION CONTROL, THE VEGETATIVE COVER MUST BE PLANTED BY AUGUST 157H AND ESTABLISHED BY OCTOBER 1ST, IF IN THE OPINION OF THE CITY INSPECTOR THE VEGETATIVE COVER IS NOT ESTABLISHED BY OCTOBER 1ST, N ADDITIONAL HYDRAULIC OR PHYSICAL EROSION CONTROL BMPS WILL BE w 7EQUIRED. Q w N z w 'ICHANGE N 1� DESCRIPTION APPROVED DATE BENCHMARK SCALE CITY OF ENCINITAS SURVEY CONTROL, RECORD OF SURVEY 18416 'RECORDED IN THE COUNTY OF SAN HORIZONTAL: 1" = 10' DIEGO. A 2.5" BRASS DISC IN THE NORTHWEST CORNER OF A. DRAINAGE BOX ON THE NORTH SIDE OF ENCINITAS BOULEVARD AND 70,0' FEET VERTICAL: NTS EAST OF WESTLAKE STREET. ELEVATION 388.479 FEET. NAVD88. No. 0054564 Em. 12 -eon i ,i k4 ,I SILT FENCE PER SS -2 APN 258- 350 -01 NOT A PART rr // .r r 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 2. STAPLE WIRE FENCING TO THE POSTS BY 10 CM) TRENCH UP SLOPE FROM AND ALONG THE LINE OF POSTS . �- � � Flp 4 IN (10 CM) 3. ATTACH THE FILTER FABRIC TO THE WRE 4. BACKFILL AND COMPACT THE EXCAVATED FENCE AND EXTEND lT INTO THE TRENCH. SOIL. FILTER FABRIC v�I WRE ��� � I I C- III - III -I � I I I1 I I � 1 11=1 � I • I- 1I TYPICAL SILT FENCE N.T. S CD m c� 2�U a :9M 11114M MUM1611AINi GRADE INTERVAL LESS THAN 3% 100 FEET 3% - 6% 50 FEET OVER 6% 25 FEET GRAVEL BAGGING ON STREETS Q Q� B BAGS HIGH ® EMBED FIRST ROW OF GRAVEL POINT BAGS HALF DEPTH 0OPENING 6GH AT INLET 3 BA EMBED FIRST ROW OF GRAVEL BAGS HALF DEPTH TYPICAL INLET DETAIL BAG EMBEDDING DETAIL GRAVEL BAGS OVERLAP ONTO CURB --\ N 3 FT (0.9 M) MIN. -- RUNOFF GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS WIN ACTS AS SPILLWAY ENDS OVERLAPPED TYPICAL GRAVEL BAGS NITS AS -BUILT ut�IUivt; ti Y: unvLW rsY: Ur1tUKt) t1 Y: ENGINEERING DIVISION APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: DATE: S_�9 . ENGINEER'S NAME DATE R.C.E. NO.: C054564 MATTHEW WrOELSKI S/! 8/ 2017 RADLEY D. SA ER EXP.: 12 -2017 31NEER INSPECTOR SENIOR DATE , .- Its 12" r t" SE R( FINI; GRAi Y.,,. 1D KE ENTRENCHMENT DETAIL IN ENTRENCHMENT DETAIL IN SLOPE AREA FLAT AREA TYPICAL FIBER ROLL N.T. S latitude PLANNING & ENGINEERING 9968 Hibert Street 2n° Floor, San Diego, CA 92131 Tel 858.751.0633 CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. EROSION CONTROL PLAN FOR: REQUEZA STREET SIDEWALK IMPROVEMENTS SI -110 APN 258- 122 -30 WORK ORDER NO: CS17D 1 SHEET 9 OF 9