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8358m 0 w 0 w W Q N W 0 0 U 0 WORK TO BE DONE PROJECT SPECIFICATIONS & DRAWINGS GENERAL THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE IN ACCORDANCE WITH PLANS FOR THE IMPROVEMENT O F THE LATEST EDITION OF THE FOLLOWING DOCUMENTS: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 1. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS CONSTRUCTION (MOST RECENT EDITION). THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( "GREENBOOK ") DIEGO AREA REGIONAL STANDARD DRAWINGS (MOST RECENT EDITION). ANY CHANGES OR REVISIONS THEREFROM SHALL BE 3. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARDS PLANS APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. REQUEZA S AND 4. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD SPECIFICATIONS 2. WRITTEN PERMISSION SHALL -BE OBTAINED FOR ANY OFF -SITE GRADING. 5. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) N A R ® ® ROAD 3. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING 6. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL TO MUTCD OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO THE SATISFACTION OF THE ENGINEER AT NO COST TO THE CITY. GRADING 4. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED DURING SIDEWALKS CONSTRUCTION SHALL BE REESTABLISHED AND REPLACED BY A STATE OF CALIFORNIA REGISTERED CIVIL ENGINEER OR 1. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND STATE OF CALIFORNIA LICENSED LAND SURVEYOR TO THE SATISFACTION OF THE ENGINEER AND AT NO COST TO THE N THE PREVENT PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING CITY. 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 5. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL MEASURES HAVE BEEN INSTALLED. RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY HEALTH STANDARDS, LAWS, AND C TY 0 E CHTAS REGULATIONS. 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 6. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (j) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL CONDUCTED BETWEEN THE HOURS OF 4:00 PM AND 7:30 AM NOR ON SATURDAYS, SUNDAYS, AND CITY RECOGNIZED g» AND ALLUVIAL SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 HOLIDAYS. PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER, AND COMPACT THE w FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 7. THE STRUCTURAL SECTION OF ALL RESURFACING SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS ENGINEERING LEUCADIA STANDARDS, AS SHOWN ON THESE PLANS, AND AS APPROVED BY THE CITY ENGINEER. BLVD. z 3. SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL v Q s BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND 8. APPROVAL OF THESE IMPROVEMENT PLANS DOES NOT CONSTITUTE APPROVAL OF ANY WORK OUTSIDE THE PROJECT BOUNDARY. o w 9tiry 2py ORDERLY CONDITION. ALL STONES, ROOTS, AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR o TF p EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE ROUNDED IN ACCORDANCE WITH THE 9. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED, AND TESTED PRIOR 4 fp GRADING ORDNANCE. TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER, AND PAVING. n ENCINITAS 92 4. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED AND HAULED OFF 10. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM A "` S21 �jPS THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND BASE UTILITY MAP AND SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. HOWEVER, THE CONTRACTOR S9 EN g W FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS ALL SHALL BE IS REQUIRED TO TAKE PRECAUTIONARY MEASURES' TO PROTECT EXISTING FACILITIES SHOWN HEREON AND OTHERS WHICH SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH ARE NOT OF RECORD OR NOT SHOWN ON THESE PLANS. o REQUEZA ST MATERIAL. 11. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL CONFIRMED BY FIELD MEASUREMENTS w Fyn/ 5. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE Dt)RAT I ON OF THE PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS (POTHOLING) AND LOCATE 5� PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SECTION 7 -8 OF THE STANDARD ALL EXISTING UNDERGROUND FACILITIES IN THE PROJECT AREA SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT K N o S NTA s SPECIFICATIONS. REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. E DRIVE a 12. A. CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY Z SAN DIEGUITO WATER DISTRICT NOTES: FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 800 - 422 -4133 (DIG ALERT) PROJECT o sy ti� LOCATION a Rp q 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD B. THE CONTRACTOR SHALL NOTIFY THE AT &T COMMUNICATIONS COMPANY PRIOR TO STARTING WORK NEAR COMPANY a w SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE WASC . THE CONTRACTOR FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 619 -546 -3606 BIRMINGHAM �� ( ) DRIVE w �GzF� S9 ACCEPTANCE, HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF C. THE CONTRACTOR SHALL NOTIFY SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK NEAR COMPANY O �tP P FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 760 - 633 -2709 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 D. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND Z 5 FCC NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2709. ALL WORK PREFORMED WITHOUT BENEFIT SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 800 - 422 -4133 (DIG ALERT) OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE - CONSTRUCTION CONFERENCE WITH THE E. THE CONTRACTOR SHALL NOTIFY THE SAN ELIJO JPA COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES SAN SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER IMPROVEMENTS. (RECLAIMED WATER) AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 760 - 753 - 6203 (EXT. 32) PHONE: (760) 633 -2709. ELIJO 13. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN PLACE AND THAT ARE NOT LAGOO " 4. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, CALLED OUT TO BE REMOVED ON THESE PLANS. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED PRIOR <. S21 UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY TO APPROVAL OF THE CITY. THE DEVELOPER. 14. EXCEPT WHEN WORK IS BEING DONE ON DRIVEWAYS, THE CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE 'DRIVEWAYS AT 5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS ALL TIMES. 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. 15. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY DESIGNATED TO BE REMOVED SHALL BE SALVAGED AND VICINITY MA P 6. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. NOT TO SCALE RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE PUBIC RIGHT OF WAY, THAT ARE NOT VICINITY MAP 7. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT. DESIGNATED TO BE REMOVED, THAT ARE DAMAGED DURING CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE CITY. N.T.S. B. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 16. THE CONTRACTOR SHALL NOTIFY IN WRITING AND OBTAIN APPROVAL OF THE CITY ENGINEER OF WORK PRIOR TO MAKING CHANGES IN THE FIELD. 9. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE Qi �' %SHEET 3 OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. SHEET3 17. NOTES AND DETAILS AN THE PLANS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES IN CASE OF CONFLICT. �y�- / j SHEET 8- SHEET 6' '' 10. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. SHEET 8 SHEET 4 18. THE CONTRACTOR SHALL MAINTAIN AN UP TO DATE SET OF AS -BUILT DRAWINGS ON WHICH ALL CHANGES OR VARIATIONS IN SHEET 7 11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION THE WORK, INCLUDING UTILITIES ARE RECORDED. A COPY OF SAID AS -BUILT DRAWINGS SHALL BE PROVIDED TO THE CITY _ " SHEET9 WITHIN EXISTING CITY RIGHTS -OF -WAY. _._._ ' :.. OF ENCINITAS WHEN REQUESTED. REQUEZA ST. __.. r % _ 12. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN 19. MATERIAL OF DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT OF WAY WITHOUT APPROVAL BY THE CITY 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 ENGINEER COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. 20.000UPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR IS REQUIRED TO OBTAIN A PERMIT 13. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OF EXCAVATIONS WHICH ARE 5 FOOT OR DEEPER AND INTO KEY MAP p AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS. WHICH A PERSON IS REQUIRED TO DESCEND. 14. FILL AREAS MUST BE COMPACTED TO 90 %, PRIOR TO PIPE INSTALLATION. N.T.S. o 0 NOTIFICATIONS w Z 1. THE EXISTENCE PLANS WERE OBTA I ED AND BY LOCATION OF UNDERGROUND SEARCH OF AVAILABLE RECORDS UTILITY TO PIPES T E BEST TOF OUR E NOWLEDGEOrTHERE THESE `O PROJECT L O C A T I O N M E E T I N D E X ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS ALONG THE NORTH SIDE OF REQUEZA SHEET DESCRIPTION REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STREET BETWEEN WESTLAKE STREET 1 TITLE SHEET, VICINITY MAP, & KEY MAP STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT AND NARDO ROAD. PROJECT ALSO THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR INCLUDES THE NORTHERN -MOST 2 GENERAL NOTES & TYPICAL SECTIONS VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: PORTION OF NARDO ROAD AT THE 3 DEMOLITION PLAN IMPERVIOUS AREA A. SEWERS - LWD - (760)- 753 -0155 REQUZA STREET INTERSECTION. 4 DEMOLITION PLAN latitude B. GAS & ELECTRIC - SDGE - (760) -438 -6200 ENCINITAS, CALIFORNIA 92024 IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 4.929 SQFT C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 5 REQUEZA STREET IMPROVEMENT PLAN & PROFILE IMPERVIOUS AREA AFTER CONSTRUCTION: 6.657 SQFT D. TELEPHONE - SBC BELL - (760)- 489 -3411 6 REQUEZA STREET IMPROVEMENT PLAN & PROFILE INCREASE IN IMPERVIOUS AREA: 1.728 SQFT PLANNING & ENGINEERING E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 7 NARDO ROAD & REQUEZA INTERSECTION IMPROVEMENT PLAN IMPERVIOUS AREA REPLACED: 4.972 SQFT 9968 Hibert Street Tel 5 &751.633Diego, CA 92131 F. RECLAIMED WATER - SAN ELIJO JPA 8 EROSION CONTROL PLAN 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO 9 EROSION CONTROL PLAN STANDARD PROJECT STATUS BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. ��® ESDS�o, Underground Service Alert FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO y ®v N ��,W REJECTION AND REMOVAL. c pb X54584 z � Exp 12 - t7� 9 CALL TOLL FREE 1 -800 422 -4133 U aIV I II. �* /6 1 7�3I1� - 6��'►' S= /t3' /t / �a S IS /►7 m�amsm� mom GN DATE SIG DATE SIGR D T TGN DATE SIGN DATE DESIGNED B DRAWN BY: CHECKED BY: CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. I LW 1 S- SUILT 5 MJ 0/22 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 DATE: '� I�'J DIEGO. A 2.5" BRASS DISC IN THE NORTHWEST HORIZONTAL: NTS �„„_ j2CFLi6%% /�t� 7 jam,( a 41AA( 4 REQUEZA STREET SIDEWALK IMPROVEMENTS SI -110 CORNER OF A DRAINAGE BOX ON THE NORTH ` ENCINEER'S NAME DATE Q SIDE OF ENCINITAS BOULEVARD AND 700 FEET VERTICAL: NTS IJ R.C.E. NO.: C054564 MATTHEW WIDE1 SKI OBE EAST OF WESTLAKE STREET. 5� 6/ 2.017 f' 6 r 7 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 a 0 0 D! O O L0 o L z `n 0 00 V a W N v~i �H00 M W O wm0Ln o =Wn F °.. w ao _j 0) U) to EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHIELDS AT (760) 633 -2778, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. CONTRACTOR SHALL PROVIDE A 24 -HOUR TELEPHONE NUMBER AND NAME OF PERSON RESPONSIBLE FOR EMERGENCY WORK. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE EROSION CONTROL DEVICES AS NECESSARY. 8. ALL EROSION CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ONSITE AND TO SAFELY DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL BE INSTALLED WHEN THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. 9. TEMPORARY EROSION CONTROL 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. 10. EROSION CONTROL SYSTEMS SHALL BE SERVICED AND MAINTAINED TO PROVIDE CONTINUOUS CAPACITY AND ADEQUACY TO FUNCTION AS DESIGNATED. AFTER PRECIPITATION EXCEEDING ONE QUARTER (j) INCH IN ANY 12 -HOUR PERIOD OR UPON THE DIRECTION OF THE CITY ENGINEER, SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS INTO AREAS WHERE IMPOUND WATER CREATES A HAZARDOUS CONDITION. NECESSARY PRECAUTIONS MAY INCLUDE, BUT NOT BE LIMITED TO, APPROPRIATE PERIMETER FENCING OR A 24 -HOUR GUARD PREVENTING UNAUTHORIZED PERSONS FROM ENTERING THE BASINS. 12. PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A NEAT AND CLEAN CONDITION, FREE OF LOOSE SOIL, CONSTRUCTION DEBRIS, AND TRASH. STREET SWEEPING OR OTHER EQUALLY EFFECTIVE MEANS SHALL BE USED TO CLEAN STREETS EXCEPT FOR THE REMOVAL OF FINE MATERIAL NOT OTHERWISE REMOVED BY AB AGGREGATE BASE AC ASPHALT CONCRETE APN ASSESSOR'S PARCEL NUMBER BC BEGIN CURVE BCR BEGIN CURB RETURN BVC BEGIN VERTICAL CURVE C &G CURB & GUTTER CO CLEAN OUT CONC CONCRETE EC END CURVE ECR END CURB RETURN EOP EDGE OF PAVEMENT EP END POINT EVC END VERTICAL CURVE EX EXISTING FG FINISH GRADE FL FLOWLINE FS FINISH SURFACE GV GAS VALVE HP HIGH POINT IE INVERT ELEVATION LF LINEAR FEET LP LOW POINT MB MAILBOX NTS NOT TO SCALE PCC PORTLAND CEMENT CONCRETE PCC POINT OF CONTINUOUS CURVE PP POWER POLE PRC POINT OF REVERSE CURVE PRV PRESSURE REDUCING VALVE PVMT PAVEMENT RET RETAINING RIM RIM ELEVATION SCO SEWER CLEANOUT SD STORM DRAIN SDG &E SAN DIEGO GAS & ELECTRIC SDRSD SAN DIEGO REGIONAL STANDARD DRAWING SMH SEWER MANHOLE STD STANDARD SWK SIDEWALK TB TOP OF BERM TC TOP OF CURB TPM TENTATIVE PARCEL MAP TS TRAFFIC SIGNAL WM WATER METER WV WATER VALVE IMPROVEMENT / CONTRAC LEGEND ITEM SYMBOL SAW CUT LINE CONCRETE CURB AND GUTTER CONCRETE SIDEWALK ASPHALT PAVING ASPHALT GRIND AND OVERLAY CONTOUR EXISTING CONTOUR (220) LIMITS OF WORK /DAYLIGHT LINE - - - III - - - ULTIMATE RIGHT OF WAY LINE - - EXISTING RIGHT OF WAY LINE EXISTING EDGE OF PAVEMENT EXISTING WATER VALVE AS -BUILT EXISTING FIRE HYDRANT E& D' EXISTING WATER METER STATE OF CALIFORNIA LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER, AS REQUIRED BY THE LAND EXISTING MAILBOX RIGHT -OF -WAY AT NO COST TO THE CONTRACTOR. EXISTING SIGN RECOMMENDED: R V MAT ID SEL KI BE ZAIN J���O/ZOI% 7 DATE DATE EXISTING POWER POLE RAINSTORMS. 2. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE DRAWINGS (MIST RECENT EDITION). 8. THE PROJECT BOUNDARY. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT ANY EXISTING TREE LE 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 C O N T R O L NOTES AS -BUILT PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, ATE , SHALL BE FILED LED BY THE DRAWN BY: SWEEPING OR OTHER MECHANICAL MEANS. 1. PERMIT SHALL BE OBTAINED FROM THE ENCINITAS SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET STATE OF CALIFORNIA LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER, AS REQUIRED BY THE LAND n 1. RIGHT -OF -WAY AT NO COST TO THE CONTRACTOR. 13. STANDBY CREWS SHALL BE ALTERED BY THE CONTRACTOR FOR EMERGENCY WORK DURING RECOMMENDED: R V MAT ID SEL KI BE ZAIN J���O/ZOI% 7 DATE DATE ENGINEER'S NAME DATE SPECIFICATIONS AND APPENDIX "A" OF THE SAN DIEGO COUNTY REGIONAL STANDARD RAINSTORMS. 2. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE DRAWINGS (MIST RECENT EDITION). 8. 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 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN CONFORMANCE 9• 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 WITH APPENDIX "A" OF THE SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS AND THE IMMINENT. A STANDBY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE START OF DEMOLITION OR CONSTRUCTION. ANY EXISTING UTILITIES THAT REQUIRE REMOVAL OR RELOCATION SHALL BE CONSTRUCTION OR BERM, CURB, CROSS GUTTER AND PAVING. RAINY SEASON. COORDINATED WITH THE APPROPRIATE UTILITY AGENCY PRIOR TO THE BEGINNING OF CONSTRUCTION. IF DURING 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 AND AT ALL TIMES SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS. THE PROJECT IS PREDICTED. SHALL ALLOW AMPLE TIME FOR REVISIONS TO BE MADE TO THE PLANS TO AVOID CONFLICTS PRIOR TO THE START OF 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 CONTRACTOR SHALL ENFORCE ALL MEASURES. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN SAFETY DEVICES TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. FURTHER LIMIT WORKING HOURS AS APPROVED BY THE CITY ENGINEER INCLUDING SHORING AND SHALL BE SOLELY RESPONSIB LE 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 w w N N w 0 z w z 0 NO DESCRIPTION TRANSITIONS. CONTRACTOR SHALL ADJUST TO FINISH GRADE RIM ELEVATIONS OF MANHOLES, VALVE BOXES, VAULTS, ETC. AS REQUIRED. OFESSI pQ D 14. CONTRACTOR TO VERIFY ELEVATIONS AT TIE -IN AND /OR MATCH POINTS PRIOR TO STARTING PAVEMENT SECTION CONSTRUCTION. a �Exp 12_2017 , 15. ALL COORDINATES AND DIMENSIONS ARE TO FACE OF CURB, OR EDGE OF PAVEMENT AND ARE IN FEET UNLESS NOTED * y` OTHERWISE. crv►%. 16. THE WORKSITE SHALL BE KEPT CLEAN OF DEBRIS AND WASTE. DEBRIS AND WASTE SHALL BE DISPOSED OF AT APPROVED SITES. ULTIMATE EXISTING R/W R/W 10' 2' BENCH I VARIES PER PLAN 4' MIN PROPOSLD GRADE i I 1. EXISTING GRA E - 3�Z PCC SIDEWALK 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' B' -13' TRAVEL LANE ASPHALT VARIES SIDEWALK i 3 VEXISTING SURFACE GRIND AND OVERLAY 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 - i PROPOSED GRADE 1 EXISTING GRADE - i I � ,/ PCC SIDEWALK PER SDRSD G -07 -1' LANDSCAPE EXISTING POWER POLE TO REMAIN � EXISING R/W _201 - I- 20' t- -13' TRAVEL LANE 6' 5' 8' I -13' TRAVEL LANE ASPHALT -1' LANDSCAPE - VARIES SIDEWALK 1' I 7.0 %) GRIND AND OVERLAY EXISTING SURFACE SAWCUT LINE I GRADE AC PAVEMENT 4" ASPHALT CONCRETE OVER 6" CLASS II AGGREGATE BASE CURB & GUTTER PER SDRSD G -02 TYPE G SECTION S -S: REOUEZA STREET NOT TO SCALE EXISTING R/W 30' VARIES 12' TRAVEL LANE EXISTING SURFACE I GRADE 51 LANDSCAPING CURB & GUTTER PER SDRSD G -02 TYPE G AC PAVEMENT 4"A ALT CONCRETE OVER 6" CLASS ll AGGREGATE BASE EXISTING t R/W 40' 12' TRAVEL LANE VARIES I rl� (0.7% 9% PROTECT IN PLACE EXIST CONC SIDEWALK I AND CURB AND GUTTER LANDSCAPING I CURB & GUTTER PER - SDRSD G -02 TYPE G SECTION C -C= NARDO ROAD NOT TO SCALE SAWCUT LINE. MATCH EXISTING SURFACE. PROVIDE CONTACT JOINT PER SDRSD G -10. PROVIDE PREFORMED JOINT FILLER. EXISTING GRADE - 3' MIN EXISTING CONCRETE CROSS GUTTER PCC CONCRETE PER SDRSD G -12 WITH 6" CLASS 11 AGGREGATE BASE, OR MATCH EXISTING (WHICHEVER IS LARGER). l� EXIS77NG CURB AND SIDEWALK TRUNCATED DOMES PER SDRSD G -30 TO EXISTING SIDEWALK EXISTING ZERO -FACE CURB DETAIL 1 NOT TO SCALE BENCHMARK TRAFFIC C O N T R O L NOTES AS -BUILT PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, ATE , SHALL BE FILED LED BY THE DRAWN BY: �ntUKt3 Ur: ENGINEERING DIVISION APPROVALS STATE OF CALIFORNIA LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER, AS REQUIRED BY THE LAND n 1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 7 -10 OF THE STANDARD . �.i(� Rch G ?6t7 lo�2y ik SURVEYORS ACT. RECOMMENDED: R V MAT ID SEL KI BE ZAIN J���O/ZOI% 7 DATE DATE ENGINEER'S NAME DATE SPECIFICATIONS AND APPENDIX "A" OF THE SAN DIEGO COUNTY REGIONAL STANDARD REVIEWER ENGINEER INSPECTOR SENIOR DRAWINGS (MIST RECENT EDITION). 8. THE LOCATION OF EXISTING FACILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. 0 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 w 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 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 w DISCREPANCY IN WRITING AND GET RESOLUTION PRIOR TO PROCEEDING WITH CONSTRUCTION. 0 5. TRENCH PLATES TO BE PROVIDED WITH SKID RESISTANT SURFACE. 11. ALL CONTOUR LABELS AND ELEVATION CALLOUTS ARE IN UNITS "FEET ". z 6. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF s 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 w PRIOR TO PROCEEDING WITH CONSTRUCTION. 7. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL Y TIMES DURING PROJECT CONSTRUCTION. 13. WHEN MATCHING EXISTING RIM ELEVATIONS OF UTILITY MANHOLES AND VAULTS, PAVEMENT SHALL PROVIDE SMOOTH w w N N w 0 z w z 0 NO DESCRIPTION TRANSITIONS. CONTRACTOR SHALL ADJUST TO FINISH GRADE RIM ELEVATIONS OF MANHOLES, VALVE BOXES, VAULTS, ETC. AS REQUIRED. OFESSI pQ D 14. CONTRACTOR TO VERIFY ELEVATIONS AT TIE -IN AND /OR MATCH POINTS PRIOR TO STARTING PAVEMENT SECTION CONSTRUCTION. a �Exp 12_2017 , 15. ALL COORDINATES AND DIMENSIONS ARE TO FACE OF CURB, OR EDGE OF PAVEMENT AND ARE IN FEET UNLESS NOTED * y` OTHERWISE. crv►%. 16. THE WORKSITE SHALL BE KEPT CLEAN OF DEBRIS AND WASTE. DEBRIS AND WASTE SHALL BE DISPOSED OF AT APPROVED SITES. ULTIMATE EXISTING R/W R/W 10' 2' BENCH I VARIES PER PLAN 4' MIN PROPOSLD GRADE i I 1. EXISTING GRA E - 3�Z PCC SIDEWALK 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' B' -13' TRAVEL LANE ASPHALT VARIES SIDEWALK i 3 VEXISTING SURFACE GRIND AND OVERLAY 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 - i PROPOSED GRADE 1 EXISTING GRADE - i I � ,/ PCC SIDEWALK PER SDRSD G -07 -1' LANDSCAPE EXISTING POWER POLE TO REMAIN � EXISING R/W _201 - I- 20' t- -13' TRAVEL LANE 6' 5' 8' I -13' TRAVEL LANE ASPHALT -1' LANDSCAPE - VARIES SIDEWALK 1' I 7.0 %) GRIND AND OVERLAY EXISTING SURFACE SAWCUT LINE I GRADE AC PAVEMENT 4" ASPHALT CONCRETE OVER 6" CLASS II AGGREGATE BASE CURB & GUTTER PER SDRSD G -02 TYPE G SECTION S -S: REOUEZA STREET NOT TO SCALE EXISTING R/W 30' VARIES 12' TRAVEL LANE EXISTING SURFACE I GRADE 51 LANDSCAPING CURB & GUTTER PER SDRSD G -02 TYPE G AC PAVEMENT 4"A ALT CONCRETE OVER 6" CLASS ll AGGREGATE BASE EXISTING t R/W 40' 12' TRAVEL LANE VARIES I rl� (0.7% 9% PROTECT IN PLACE EXIST CONC SIDEWALK I AND CURB AND GUTTER LANDSCAPING I CURB & GUTTER PER - SDRSD G -02 TYPE G SECTION C -C= NARDO ROAD NOT TO SCALE SAWCUT LINE. MATCH EXISTING SURFACE. PROVIDE CONTACT JOINT PER SDRSD G -10. PROVIDE PREFORMED JOINT FILLER. EXISTING GRADE - 3' MIN EXISTING CONCRETE CROSS GUTTER PCC CONCRETE PER SDRSD G -12 WITH 6" CLASS 11 AGGREGATE BASE, OR MATCH EXISTING (WHICHEVER IS LARGER). l� EXIS77NG CURB AND SIDEWALK TRUNCATED DOMES PER SDRSD G -30 TO EXISTING SIDEWALK EXISTING ZERO -FACE CURB DETAIL 1 NOT TO SCALE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN BY: �ntUKt3 Ur: ENGINEERING DIVISION APPROVALS 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 EAST OF ENCINITAS BOULEVARD AND 700 FEET ELEVATION 388.479 FEET. NAVD88. HORIZONTAL: NTS VERTICAL: NTS . �.i(� Rch G ?6t7 lo�2y ik PLANS PREPARED UNDER SUPERVISION OF DATE: S'18 -I R.C.E. NO.: C054564 BRADLEY D. SAGER EXP.: 12 -2017 RECOMMENDED: R V MAT ID SEL KI BE ZAIN J���O/ZOI% 7 DATE DATE ENGINEER'S NAME DATE REVIEWER ENGINEER INSPECTOR SENIOR SAWCUT LINE OR EDGE OF PAVEMENT 18" GRIND AND OVERLAY. MATCH EXISTING SURFACE 2" DEPTH. PROVIDE SMOOTH AC PAVEMENT AND TRANSITION TO EXISTING PCC SIDEWALK BASE PER PLAN PCC CURB AND GUTTER ` TACK COAT EXISTING AC PAVEMENT AND BASE GRIND AND OVERLAY DETAIL 2 NOT TO SCALE CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT RIM0• REQUEZA STREET SIDEWALK IMPROVEMENTS SI -110 00 APT 258- 122 -30 C>02 WORK ORDER NO: CS17D SHEET 2 OF 9 a 0 N 0 w 0 w W W Z J 2 PLAN VIEW SCALE: 1" = 10' PLAN VIEW SCALE: 1" = 10' No. 0054584 FM. 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 Q5 REMOVE EXISTING TREE © REMOVE EXISTING AC BERM O7 REMOVE EXISTING ASPHALT PAVEMENT ® REMOVE EXISTING ASPHALT SIDEWALK OO REMOVE AND RELOCATE EXISTING SIGN PROTECT IN PLACE NOTES N a W w co co w Z J U Q CHANGE NO.1 PROTECT IN PLACE EXISTING SIGN 15 PROTECT IN PLACE EXISTING WATER METER BOX AND ADJUST TO GRADE Ifl PROTECT IN PLACE EXISTING FIRE HYDRANT 17 PROTECT IN PLACE EXIS17NG POWER POLE AND GUY WIRE F3 PROTECT IN PLACE EXISTING AC BERM 18 PROTECT IN PLACE EXISTING POWER POLE TO BE PROTECTED IN PLACE. RE- ATTACH �4 PROTECT IN PLACE EXIS77NG AC PAVEMENT WI GUY RE AND ADJUST GRADE AS REQUIRED. 5 - VI LTS 21 PROTECT IN PLACE EXIS77NG PAVEMENT STRIPING �5 PROTECT IN PLACE EXISTING WATER VALVES HORIZONTAL: 1" = 10' VERTICAL: NTS x_ )ZCX67677 laf s PLANS PREPARED UNDER SUPERVISION OF DATE: S "�� 7 R.C.E. NO.: C054564 BRADLEY D. AGER EXP.: 12 -2017 RECOMMENDED: R VE �( Q �i�dr,4G,,,. MATTHEW WID LSKI B R fd 6/18/ 2017 ' DATE DATE 2 2 PR07ECT IN PLACE EXISTING TREE ❑ PROTECT IN PLACE EXIS77NG SEWER MANHOLE 23 PROTECT IN PLACE EXISTING PVC PIPE AND RECLAIMED WATER BELOW. 10 PROTECT IN PLACE EXISTING CONCRETE SIDEWALK 11 PROTECT IN PLACE EXIS77NG CONCRETE CURB AND GUTTER 12 PROTECT IN PLACE EXIS77NG CONCRETE PEDESTRIAN RAMP REVIEWER ENGINEER INSPECTOR SENIOR 13 PROTECT IN PLACE EXISTING 2 -INCH IRON PIN LS3790 latitude PLANNING & ENGINEERING 9968 Hibert Street 0' Floor, San Diego, CA 92131 Tel 858.751.0633 CHANGE NO.1 DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ULNUNLU CT: 1 UKAWN tfT: 1 UNLLALU bT: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. 5 - VI LTS MJW 10 /2-2/! 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. ELEVATON 388.479 FEET. NAVD88. HORIZONTAL: 1" = 10' VERTICAL: NTS x_ )ZCX67677 laf s PLANS PREPARED UNDER SUPERVISION OF DATE: S "�� 7 R.C.E. NO.: C054564 BRADLEY D. AGER EXP.: 12 -2017 RECOMMENDED: R VE �( Q �i�dr,4G,,,. MATTHEW WID LSKI B R fd 6/18/ 2017 ' DATE DATE DEMOLITION PLAN FOR: REQUEZA STREET SIDEWALK IMPROVEMENTS APN 258- 122 -30 WORK ORDER NO: CS17D SI -110 BEN INEER'S NAME DATE REVIEWER ENGINEER INSPECTOR SENIOR SHEET 3 OF 9 M O O fY I O O J p 00 z `n O 00 U W X V' a W N v~i Q M F— U O M W O LJ m (7 in p = W r F ° 00 L0 rn _j J ()) Cn v 0 r I m 3 0 a 0 0 w w s N 0 it w w w r I Q U z 0 I 0 PLAN VIEW SCALE.- 1" = 10' No. ExiL 12 -2017 DEMOLITION NOTES ® SAW CUT LINE ® SANDBLAST EXISTING PAVEMENT STRIPING O3 GRIND AND OVERLAY EXISTING PAVEMENT © REMOVE EXISTING AC BERM ® REMOVE EXIS77NG ASPHALT PAVEMENT ® REMOVE EXISTING ASPHALT SIDEWALK O9 REMOVE AND REPLACE EXIS77NG CONCRETE CROSS GUTTER a° . PROTECT IN PLACE NOTES ❑1 PROTECT IN PLACE EXIS77NG SIGN PROTECT IN PLACE EXISTING FIRE HYDRANT PROTECT IN PLACE EXISTING AC BERM PROTECT IN PLACE EXISTING AC PAVEMENT PROTECT IN PLACE EXISTING WATER VALVES F6 PROTECT IN PLACE EXISTING SEWER MANHOLE F7 PR07ECT IN PLACE EXISTING SEWER MANHOLE AND ADJUST TO GRADE 81 PROTECT IN PLACE EXISTING TELECOMM MANHOLE 9❑ PROTECT IN PLACE EXISTING CROSS GUTTER 10 PROTECT IN PLACE EXISTING CONCRETE SIDEWALK 11 PROTECT IN PLACE EXISTING CONCRETE CURB AND GUTTER 12 PROTECT IN PLACE EXISTING CONCRETE PEDESTRIAN RAMP 14 PROTECT IN PLACE EXISTING 2 —INCH BRASS DISC RCE29577 16 PROTECT IN PLACE EXISTING WATER METER BOX 17 PROTECT IN PLACE EXISTING POWER POLE AND GUY WIRE 19 PROTECT IN PLACE EXISTING MAILBOX 20 PRO7ECT IN PLACE EXISTING STORM DRAIN UNDER DRAIN 21 PROTECT IN PLACE EXISTING PAVEMENT STRIPING latitude PLANNING & ENGINEERING 9968 Hibert Street 2n° Floor, San Diego, CA 92131 Tel 858.751.0633 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS-BUILT ULNUNW CST: 1 UK /An bT: UNLU LIJ UT: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. --A5— ill' L- 5 MJW W12-2-118 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 SIDE OF ENCINITAS BOULEVARD AND 700 FEET EAST OF WESTLAKE STREET. ELEVATION 388.479 FEET. NAVD88 . HORIZONTAL: 1" = 10' VERTICAL: NTS PLANS PREPARED UNDER SUPERVISION OF DATE: S_i8,7, �/_ R.C.E. INC.: C054564 i BRADLEY D. SAGER EXP.: 12 -2017 RECOMMENDED: WR MATTHEW ELSKI 5/16/211 17 DATE DAT DEMOLITION PLAN FOR: REQUEZA STREET SIDEWALK IMPROVEMENTS APN258- 122 -30 WORK ORDER N0: CS17D �+ SI -110 ENGINEER'S NAME DATE _ SHEET 4 OF 9 REVIEWER ENGINEER (INSPECTOR — SENIOR d' r7 0 O � I O O z OD Z 00 o W, X cn w� WN Ix m h n< M I U O M W O W m O y- 0=W FO � CO 00 I —tpZ LO J m O to y ��H q 0 0 O O W w x N w O CAL _ t t k. r e r: l�� I LIMIT LINE PER TU.PLAN A24E / t r ADDER CROSSWALK PER CAL7RANS STD PLAN A24F l�1 ILtUU 11tou 13 +UU 13+50 14 +00 r' 12 +00 J Az co 5 6'I (212.44 MATCH EXIS CURB RAMP WI7H TRUNCATED DOMES PER SDRSD G -30 2 4.79 FS SAWCUT LINE. MATCH EXISTING SURFACE. TYP, 0 05.4 FS 2-1 ' N °. 215 CURB DATA TABLE ® BEARING /DELTA RADIUS LENGTH N07ES 1 A= 0915'55" 28.28' 9.22' TEMPORARY AC BERM PER SDRSD G -05 TYPE A 2 N26 57'21 "W -- 7.68' 6" CURB PER SDRSD G -02 TYPE G 3 6= 621642" 18.00' 19.57' 4* N88'56'21 "W -- 410.38' *DENOTES CURB EXTENDS THROUGH MATCHLINE ANGE NO.1 DESCRIPTION A I° PROFILE VIEW SCALE: HORIZ. 1" = 10' VERT 1" = 2' ULTIMATE R.O.W. LINE f -' FOUND 2 -INCH IRON /' APN, R \ 1 / NOT T A A PART' r' PIN LS3790 � FOUND 2-INCH IRON PIN LS3790. CONTRACTOR - TO HIRE LICENSED CIVIL ENGINEER OR LAND ' ''SURVERYOR IN ACCORDANCE WITH NOTE 4, f 4--7HESA SHEET 1 A ND RESET SURVEY MONUMENTS TO TISFACTION OF THE CITY. UL77MATE R.O.W. Lly4c Z BACK OF SIDEWALK. T 2_ 1 6.24 G d a r d BEGIN CURB, GUTTER, & SIDEWALK HINGE POINT (TYP) m ' b _ WATER BOX TO GRADE -230 -225 -215 L REOUEZA m ASPHALT CONCRETE GRIND AND OVERLAY PER DETAIL 2, SHEET 2 STREET SAWCUT LINE. MATCH EXISTING SURFACE TYP. No. 0054584 Emp. 12 -2017 APPROVED DATE BENCHMARK SCALE AS -BUILT J W 10/A/19 CITY OF ENCINITAS SURVEY CONTROL, RECORD OF SURVEY 18416 RECORDED IN THE COUNTY OF SAN HORIZONTAL: 1" = 10' �� ,e�K 07617 /0 2 DIEGO. A 2.5" BRASS DISC IN THE NORTHWEST l� 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. onncu co CAI MAICCO Alcornrno ccnuno SCALE. 1" = 10' ,x'224.21 FS 223.75 FS (5.49) IE 14 +00 V CJI VIVCU DI: VECNYYIV OT: l- .f1Cl.r\CU at: ENGINEERING DIVISION APPROVALS PLANS PREPARED UNDER SUPERVISION 7 OF RECOMMENDED: DATE: 5 -16-1 "44"64.. a Q,- _ MATTHEW WID LSKI R.C.E. NO.: C054564 t < 1 5118/Zo17 B ADLEY D. SAGEK EXP.: 12 -2017 DATE = 224. r_I Q� Z 2 �W Q W ®W/'/) a r� d r M 0 0 o � LO 0 00 z to 0 000 W X V) a LLJ W N U) Q r% Mw0 t w M 0 Lr) o=w r, °.. aD ¢cy) w50 latitude PLANNING & ENGINEERING 9968 Hibert Street 2" Floor, San Diego, CA 92131 Tel 858.751.0633 CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. REQUEZA STREET IMPROVEMENT PLAN & PROFILE FOR: REQUEZA STREET SIDEWALK IMPROVEMENTS. SI -110 APN 258- 122 -30 v� WORK ORDER NO: CS17D 1 SHEET 5 OF 9 F mW_' I� I 240-1- SCALE AS -BUILT _ DRAWN HY: W ENGINEERING DIVISION APPROVALS NOTES ^ Z II HORIZONTAL: 1' = 10' VERTICAL: 1" = 2' U PLANS PREPARED UNDER SUPERVISION OF DATE: S'16 -17 r� D om_ R.C.E. NO.: C054564 BRADLEY SAGER EXP.: 12 -2017 RECOMMENDED: R V N NEER'S NAME DATE -� MATTHEW WI ELSKI BE VAINO $11$1 LO17 DATE DATE O � RFVIFWFR FNaINFFR INSPFCTOR SENIOR =� 7 N88'53'33 "W -- O. ^ II h ^ II IQ= LO CO 235-1- Q W 0 CO Q � ti M / O _... _... N__. ,. _. .__._ . _______T --- .__. -------- ' N i ^ ^ II i II ti N +" c+p p h LO ti 230— N6.6% nN r. N/ K r el APN 258- 122 -30 NOT A PART W. Z I J to OW TW r o L 0o O W w ®W a ® (f) N W � e 1 + I A wiw GE NO.] DESCRIPTION I O O O) O PROPOSED TIC — 15 +00 PROTECT IN PLACE EXIST SEWER MANHOLE 15 +50 PROFILE VIEW SCALE: HORIZ. 1" = 10' VERT. I" = 2' rLAN VICW SCALE: 1" = 10' No. EmL 12 -2017 16 +00 SCALE AS -BUILT N DRAWN HY: CHECKED BY: ENGINEERING DIVISION APPROVALS NOTES ^ N8856'21 "W II HORIZONTAL: 1' = 10' VERTICAL: 1" = 2' U PLANS PREPARED UNDER SUPERVISION OF DATE: S'16 -17 r� D om_ R.C.E. NO.: C054564 BRADLEY SAGER EXP.: 12 -2017 RECOMMENDED: R V N NEER'S NAME DATE -� MATTHEW WI ELSKI BE VAINO $11$1 LO17 DATE DATE O � RFVIFWFR FNaINFFR INSPFCTOR SENIOR _ 7 N88'53'33 "W -- O. ^ II h ^ II LO ca N O it Q � ti h h O _... _... N__. ,. _. .__._ . _______T --- .__. -------- ___. i ^ II i N c+p II N6.6% PROPOSED TIC — 15 +00 PROTECT IN PLACE EXIST SEWER MANHOLE 15 +50 PROFILE VIEW SCALE: HORIZ. 1" = 10' VERT. I" = 2' rLAN VICW SCALE: 1" = 10' No. EmL 12 -2017 16 +00 w ,m C3 II r\ to ti TOP OF CURB ELEVATIONS AND SLOPES NOTED ARE BASED ON RELATIVE EXIS71NG ROAD GRADES CONTRACTOR TO N07IFY ENGINEER IN WRITING OF ANY DISCREPANCIES FOUND PRIOR TO CON77NUA77ON OF CONSTRUCTION. BENCHMARK SCALE AS -BUILT N DRAWN HY: CHECKED BY: ENGINEERING DIVISION APPROVALS NOTES ^ N8856'21 "W II HORIZONTAL: 1' = 10' VERTICAL: 1" = 2' U PLANS PREPARED UNDER SUPERVISION OF DATE: S'16 -17 r� D om_ R.C.E. NO.: C054564 BRADLEY SAGER EXP.: 12 -2017 RECOMMENDED: R V N NEER'S NAME DATE -� MATTHEW WI ELSKI BE VAINO $11$1 LO17 DATE DATE O � RFVIFWFR FNaINFFR INSPFCTOR SENIOR _ 7 N88'53'33 "W -- 1.25' n ho0_ h ^ II LO ca N O Q U ~ Lo ti LO i N c+p II N6.6% w ,m C3 II r\ to ti TOP OF CURB ELEVATIONS AND SLOPES NOTED ARE BASED ON RELATIVE EXIS71NG ROAD GRADES CONTRACTOR TO N07IFY ENGINEER IN WRITING OF ANY DISCREPANCIES FOUND PRIOR TO CON77NUA77ON OF CONSTRUCTION. BENCHMARK SCALE AS -BUILT UESIGNEU HY: DRAWN HY: CHECKED BY: ENGINEERING DIVISION APPROVALS NOTES ^ N8856'21 "W II HORIZONTAL: 1' = 10' VERTICAL: 1" = 2' U PLANS PREPARED UNDER SUPERVISION OF DATE: S'16 -17 r� D om_ R.C.E. NO.: C054564 BRADLEY SAGER EXP.: 12 -2017 w ,m C3 II r\ to ti TOP OF CURB ELEVATIONS AND SLOPES NOTED ARE BASED ON RELATIVE EXIS71NG ROAD GRADES CONTRACTOR TO N07IFY ENGINEER IN WRITING OF ANY DISCREPANCIES FOUND PRIOR TO CON77NUA77ON OF CONSTRUCTION. BENCHMARK SCALE AS -BUILT UESIGNEU HY: DRAWN HY: CHECKED BY: ENGINEERING DIVISION APPROVALS NOTES 4* N8856'21 "W 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: 1" = 2' .�Y ��. �cf L769a lo�ii/!8 PLANS PREPARED UNDER SUPERVISION OF DATE: S'16 -17 r� D om_ R.C.E. NO.: C054564 BRADLEY SAGER EXP.: 12 -2017 RECOMMENDED: R V N NEER'S NAME DATE -� MATTHEW WI ELSKI BE VAINO $11$1 LO17 DATE DATE I I RFVIFWFR FNaINFFR INSPFCTOR SENIOR IN DWG NO. 10150 -1— 17 +00 —I 240 CURB DATA TABLE ® BEARING /DELTA RADIUS LENGTH NOTES 4* N8856'21 "W -- 410.38' 6" CURB PER SDRSD G -02 TYPE G 5 d= 0101'48" 150.00' 2.70' 6 A= 01'04:36" 150.00' 2.82' 7 N88'53'33 "W -- 1.25' *DENOTES CURB EXTENDS THROUGH MATCHLINE "_7.mdgdmb1b.,:_ r7 co O 00� I 0 w o 00 z `n O 00 U W X V) Q Frw W N 0�OM U) Q M U 0 M ctu C wmCD0 o=w � o 00 OD m to Z LO J !T in � latitude PLANNING &ENGINEERING 9968 Hibert Street 2"d Floor, San Diego, CA 92131 Tel 858.751.0633 CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. REQUEZA STREET IMPROVEMENT PLAN & PROFILE FOR: /---1 REQUEZA STREET SIDEWALK IMPROVEMENTS SI -110 m APN 258- 122 -30 WORK ORDER NO: CS17D SHEET 6 OF 9 m 0 0 0 Q N a w 0 z w 0 a w Q z CHANGE U 0 DESCRIPTION - 13viLTs APPROVED I DATE 1 i APN 258 - 252 -33 NOT A PART I t i ,i (I LCAT TRAFFIC PAINT LADDER CROSSWALK,I' -- , - - - - - - - PER CAL TRANS STD - - -- - PLAN A24F - SAWCUT LINE' f ! MATCH EXISTING;, l CONC CURB AND/ - -- . GUTTER PER CURB' _ DATA TABLE (257.73 FS) V.LF. (257.60 FL) MATCH EXISTING (V.LF.) 1 (258.08 TC) `RETE JOINT PER G -10 a a SAWCUT LINE. MATCH 'ISTING SURFACE. TYP.- . ` 31' 1 V.LF. ' \ CONC SIDEWALK \ PER,SQRSD G -07 C REMOVE, CONCRETE -" LIMITS OF ASPHALT GRIM - AND OVERLAY. MATCH °_EXISTING SURFACE. ,TYP. o t 00 G. Q) G i N I W 2 -INCH I RCE29577 - t SCALE / 20 0 I CROSS GUTTER \ ENGINEERING DIVISION APPROVALS ...... __ PER SDRSD G -12 _..._.. - ��, HORIZONTAL: 1" = 10' VERTICAL: NIA ��� ,ZZ L ?G g7 /O127 -jd PLANS PREPARED UNDER SUPERVISION OF DATE: -�8'I Cam„ R.C.E. NO.: C054564 BRADLEY_D_'.' SAGER EXP.: 12 -2017 UT ?59.34 TC 13.92' SAWCUT LINE REVIEWER ENGINEER SAW LINE. 258.84 FL 32.39' :t� MATCH EXISTING 11 MATCH EXIST ; 3.00' 1.47' ww 12 N28'19'44 "E -- 9.91' -: 13 (260.66 FL) V.LF. 9 2.53' 258 87 FL a ; a CONCRETE JOINT - -- 20.00' 4 258 90 FL a PER G -10 1 d !u tteb 9.3 FS- URB AND •.•�°� :- `�-° GUTTER PER CURB ...;.`.`._.` DATA TABLE ". MATCH EXISTING 1 SURFACE. TYR (STALL 4" ASPHALT 6" CLASS 11 AGGREGATE BASE 1\ CONC CURB AND GUTTER PER CURB DATA TABLE (259.77 TL (259.38 FL MATCH EXISTING (VLF. I ( No. 0054684 Exp. 12 -2017 ti 11 I 12 d d STOP LIMIT LINE AND ST01 LETTERING PER CALTRANS STD PLAN A24E SAWCUT LINE MATCH EXISTING _ ASPHALT CONCRETE GRIND AND OVERLAY PER DETAIL 2, SHEET 2 (263.18 TC) (262.69 FL) MATCH EXISTING (V.LF.) CORE THROUGH CURB FOR CONTINUATION OF UNDERDRAIN AS REQUIRED7� LXISI SLWER� - E TO GRADE CC - SEE 2 °• P PAVEMENT PER DETAIL T -ADDER CROSSWALK µf \ �` / SURFACE- APPLIED TRUNCATED DOMES ON PER CALTRANS STD;;- ; 1 ` 1 28 :. EXIST CURB RAMP PER SDRSD G -30 PLAN A24F io ; h� (261.08 FL) CONCRETE JOINT j MATCH EXIST (VLF.) PER G -10 1 E 21 :\ 1 l C 12' 12' ; (261.56 FG) 259.57 TC i + I I MATCH EXISTING (VLF) f 261.59 TC APN 258 - 350 -01 - 259.07 FL 261.09 FL ! I '(MATCH EXISTING' NOT A PART 20 •_- b I' I 1 'SURFACE TYP. � � i :'PROTECT IN PLACE 11 7 ,EXIST CONC SIDEWALK r l `CONC CURB AND GUTTER�Q O 6 /LIMITS OF ASPHALT GRIND - /AND OVERLAY. MATCH EXISTING SURFACE. TYP. PLAN VIEW SCALE: 1" = 10' 0 9JIIIIIIIIIIIIIIII N I I BENCHMARK SCALE AS -BUILT utslcNtu t1Y: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS NOTES 8 BUS 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: NIA ��� ,ZZ L ?G g7 /O127 -jd PLANS PREPARED UNDER SUPERVISION OF DATE: -�8'I Cam„ R.C.E. NO.: C054564 BRADLEY_D_'.' SAGER EXP.: 12 -2017 RECOMMENDED: A ROVE R MATTHEW WI LSKI / B T IN _511912,017 $ DATE DATE ENGINEERS NAME DATE 13.92' 6" CURB PER SDRSD G -02 TYPE G REVIEWER ENGINEER INSPECTOR SENIOR CURB DATA TABLE ® BEARING /DELTA RADIUS LENGTH NOTES 8 N88'08'48 "W -- 6.35' TEMPORARY AC BERM PER SDRSD G -05 TYPE A 9 4=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 N2879'44 "E -- 2.53' 14 A-0224'01" 20.00' 0.84' 15 4=24 09'53" 20.00' 8.44' " 16 N0145'50 "E -- 10.59' 17 d= 05103'58" 20.00' 1.77' 18 A- 25'33'06" 20.00' 8.92' 19 N24'48'04 "W -- 12.26' 20 x28'01'50" 3.00' 1.47' 21 A= 362954" 30.00' 9.61' 22 A= 82'20'17" 3.00' 4.31' 6" PCC CURB PER SDRSD G -01 23 N57 56'03 "W -- 1.60' 24 N885548 "W -- 3.00' 6" CURB PER SDRSD G -02 TYPE G 25 d= 18'4948" 30.00' 9.86' 6" PCC CURB PER SDRSD G -01 26 A--10277'01- 1.50' 2.68' 27 N30'02'37 "W F 0.03' 28 4= 362954" 30.00' 1 9.50' O � I O _j p 00 Z 00 O 00 U W X (n Q F- M Li W N rM Vn Q M MFU O M W O WD]O LO p = W h p 00 p VD JG) N latitude PLANNING & ENGINEERING 9968 Hibert Street 2"" Floor, San Diego, CA 92131 Tel 858.751.0633 CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. NARDO ROAD & REQUEZA INTERSECTION IMPROVEMENT PLAN FOR: �--� REQUEZA STREET SIDEWALK IMPROVEMENTS SI ®110 APN 258 - 122 -30 WORK ORDER NO: CS17D SHEET 7 OF J w w w z J Q Q I0 0 0 0 w w N b w 0 GRAVEL BAG BERM PER SC -6 (TYP.) co �v o x�000 C - t WM -1 WM45 Wm-2 WM=8 Wm-3 I WM -9 - WM -4 CONSTRUCTON STAGING AREA G TEMPORARY CONSTRUCTION FENCE AND GA TE(S) PER CONTRACTOR TO BE APPROVED BY CITY GRAVEL BAG BERM PER SC -6 (TIP.) NS -9 NS -3 NS -12 X X - �= 4 W�a! /f d \, FIBER ROLL PER SC -5 (TIP.) APN 258 - 122 -30 NOT A PART SS -2 HYDROSEED PER SS -4 (TYP.) d L41 d� - a d , 7 SILT FENCE PER SC -1 (TYP.) W .w- W w III1�Y APN 258 - 122 -30 �! NOT A PART 111 w z W \tea d O a N w b z w CHANGE U NOTES: 1. SEE SHEET 2 FOR EROSION CONTROL N07ES 2. SEE SHEET 9 FOR EROSION CONTROL PLAN FOR NARDO ROAD AS WELL AS DETAILS 0. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS - 13 v ILTS MAW 1012-7-119 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" = 10' CORNER OF A DRAINAGE BOX ON THE NORTH SIDE OF ENCINITAS BOULEVARD AND 700 FEET VERTICAL: NIS EAST OF WESTLAKE STREET. ELEVATION 388.479 FEET. NAVD88. PLAN VIEW SCALE. • 1" = 10' s No. 0054504 Etq. 12 -2017 1 N 0 ff-AflMH N BEST MANAGEMENT PRACTICES (BMPs) EROSION CONTROL NOTE: SCHEDULING PER SS -1 NS -1 WATER CONSERVATION PRACTICES PER NS -1 FOR INAC77VE AREAS OF CONSTRUCTION � SS -2 PRESERVATION OF EXIS77NG VEGETATION PER SS -2 NS -3 PAVING &GRINDING OPERATIONS PER NS -3 CONTRACTOR SHALL PROVIDE SOIL STABILIZATION BMPS TO ANY rD 0 —■ SILT FENCE PER SC -1 NS -7 POTABLE WATER /IRRIGATION PER NS -7 AREAS OF CONSTRUCTION THAT HAVE BEEN DISTURBED INCLUDING o � 0 FLAT - GRADED AREAS) AND ARE NOT SCHEDULED TO BE( 00=1 FIBER ROLLS PER SC -5 NS -9 VEHICLE AND EQUIPMENT FUELING PER NS -9 RE- DISTURBED FOR AT LEAST 14 DAYS. Z n o co o GRAVEL BAG PER SC -6 NS -f0 VEHICLE AND EQUIPMENT MAINTENANCE PER NS -10 SOME OF THE SOIL STABILIZAT70N BMPS THAT CAN BE UTILIZED, w AND CAN BE USED IN CONJUNCT70N WITH EACH OTHER, OR USED to a HYDROSEEDING PER SS -4 * NS -12 CONCRETE CURING PER NS -12 W714 OTHER SOIL STABILIZATION AND SEDIMENT CONTROL BMPS TO w w ro REDUCE EROSION AND SEDIMENT AND POLLUTION TRANSPORT ARE. w N NS -14 CONCRETE FINISHING PER NS -14 - HYDRAULIC MULCH (SS -3) H °' n - HYDROSEEDING (SS -4) to a ro cT WM -1 MATERIAL DELIVERY AND STORAGE PER WW-1 - SOIL BINDERS (SS -5) ") F- rO w o - STRAW MULCH (SS -6) wmo L0 WM-2 MATERIAL USE PER MW-2 - ROLLED EROSION CONTROL PRODUCTS (SS -7) = o r- - WOOD MULCH (SS -8) 00 ^ WM -3 STOCKPILE MANAGEMENT PER WY-3 a z a no J 1T to 00 * WHEN PLANTING OR HYDROSEEDING METHODS ARE SELECTED FOR [WM -4 SPILL PREVENT70N AND CONTROL PER WM -4 EROSION CONTROL, THE VEGETATVE COVER MUST BE PLANTED BY AUGUST 15TH AND ESTABLISHED BY OCTOBER 1ST IF IN THE OPINION OF THE CITY _5 SOLID WASTE MANAGEMENT PER WW-5 INSPECTOR THE VEGETATIVE COVER IS NOT ESTABLISHED BY OCTOBER 1S1 ADDITIONAL HYDRAULIC OR PHYSICAL EROSION CONTROL BMPS WILL BE 4YM_8 CONCRETE WASTE MANAGEMENT AND CONCRETE WASHOUT PER WM -8 latitude REQUIRED. [W-M---91 SANITARY /SEPTIC WASTE MANAGEMENT PER WW-9 PLANNING & ENGINEERING 9968 Hibert Street 2" Floor, San Diego, CA 92131 Tel 858.751.0633 DESIGNED BY: I DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED ROVE EROSION CONTROL PLAN FOR: =2497 /0yz DATE: E18-1j `* RE UEZA STREET SIDEWALK IMPROVEMENTS SI -110 NGINEER'S NAME DATE ct,,,,^ MATTHEW WID LSKI =B1 Y ✓ R.C.E. NO.: C054564 51412 -017 APN 258- 122 -30 EVIEWER ENGINEER INSPECTOR SENIOR RADLEY D. SAGER EXP.: 12- 2017__ DATE DATE WORK ORDER NO: CS17D SHEET 8 OF 9 i g i q t m APN 258 - 252 -33 NOT A PART a d. HYDROSEEDING PER SS -4 SCALE: 1" = 10' GRAVEL BAG BERM 1 PER SC -6 (TYR) di G l d d d d d d d. d , � a \, Y i W W is W W W i' t W W 3 W W W i; •i: W W }y W W r{ W I� I I y — 1 t t I1 i BEST MANAGEMENT PRACTICES (BMPs) EROSION CONTROL NOTE: SS -1 SCHEDULING PER SS -1 FOR INACTIVE AREAS OF CONSTRUCTION SS -2 PRESERVATION OF EXISTING VEGETATION PER SS -2 CON7RACTOR SHALL PROVIDE SOIL STABILIZATON BMPS TO ANY —■ SILT FENCE PER SC -1 AREAS OF CONSTRUCTION THAT HAVE BEEN DISTURBED (INCLUDING CHANGE N0. FLAT - GRADED AREAS) AND ARE NOT SCHEDULED TO BE 000000 FIBER ROLLS PER SC -5 RE- DISTURBED FOR AT LEAST 14 DAYS. cxD=ccx=) GRAVEL BAG PER SC -6 SOME OF THE SOIL STABILIZATION BMPS THAT CAN BE UTILIZED, LESS THAN 39 100 FEET I DRAWN BY: AND CAN BE USED IN CONJUNCTION WITH EACH OTHER, OR USED ENGINEERING DIVISION APPROVALS HYDROSEEDING PER SS -4 * WITH OTHER SOIL STABILIZATION AND SEDIMENT CONTROL BMPS TO REDUCE EROSION AND SEDIMENT AND POLLUTION TRANSPORT ARE- Bub 3% — 67. 50 FEET - HYDRAULIC MULCH (SS -3) S UIL S J - HYDROSEEDING (SS -4) CITY OF ENCINITAS SURVEY CONTROL, RECORD OF - SOIL BINDERS (SS -5) PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: ROVE - STRAW MULCH (SS -6) GRAVEL BAGGING ON STREETS - ROLLED EROSION CONTROL PRODUCTS (SS -7) - WOOD MULCH (SS -8) * WHEN PLANTING OR HYDROSEEDING ME774ODS ARE SELECTED FOR EROSION CONTROL, THE VEGETATIVE COVER MUST BE PLANTED BY AUGUST 15774 AND ESTABLISHED BY OCTOBER 1ST. IF IN THE OPINION OF THE CITY INSPECTOR THE VEGETATIVE COVER IS NOT ESTABLISHED BY OCTOBER 1ST ADDITIONAL HYDRAULIC OR PHYSICAL EROSION CONTROL BMPS WILL BE ?EQUIRED. J SS 7 APN 258 - 350 -01 NOT A PART ,G r SILT FENCE PER 1. SET POSTS AND • 2 STAPLE WIRE FENCING TO THE POSTS. FY • CM) TRENCH UP SLOPE FROM AND ALONG OF POSTS. ..■ r ■r ■utttu� l■������� II J ATTACH THE FILTER FABRIC ... 'lui� ■■ ■fir � ��� ■ ■■ III FENCE • • . • COMPACT • • • SOIL. F TYPICAL SILT FENCE N.T. S R/W R�W latitude t GRAVEL BAG SPACING: PLANNING & ENGINEERING .� 9968 Hibert Street 2n6 Floor, San Diego, CA 92131 GRADE INTERVAL CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED LESS THAN 39 100 FEET I DRAWN BY: 1 CHECKED BY: ENGINEERING DIVISION APPROVALS cc) DRAWING NO. y h Bub 3% — 67. 50 FEET S UIL S J Z2 / CITY OF ENCINITAS SURVEY CONTROL, RECORD OF PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: ROVE OVER 69 25 FEET GRAVEL BAGGING ON STREETS vSURVEY ri 18416 RECORDED IN THE COUNTY E SAN DIEGO. A 2.5" BRASS DISC IN THE NORTHWEST HORIZONTAL: 1" = 10' �l ��L /2c�E � ?697 1�2�i�/S DATE: S_�g �� BAGS HIGH ® EM BED FIRST ROW OF GRAVEL OW POINT BAGS HALF DEPTH 68AGH /OPENING AT INLET CORNER EMBED FIRST ROW OF GRAVEL s1 -110 'ENGINEER'S BAGS HALF DEPTH TYPICAL INLET DETAIL BAG EMBEDDING DETAIL GRAVEL BAGS OVERLAP OF A DRAINAGE BOX ON THE NORTH ONTO CURB ­, NAME DATE RUNOFF / GAP BETWEEN BAGS ACTS AS SPILLWAY 3 FT (0.9 M) MIN. 714REE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED TYPICAL GRAVEL BAGS N.T.S ROLL SEDIMENT WOOD ROLL STAKE FINISHED • i r �F� _,� ,: �•.. GRADE :j. /• `s ��\ 4" 12" MIN. OOD STAKE 3/4 X 3/4 MAX 4.0' \ \ SPACING ENTRENCHMENT DETAIL IN ENTRENCHMENT DETAIL IN SLOPE AREA FLAT AREA TYPICAL FIBER ROLL N.T. S latitude t PLANNING & ENGINEERING .� 9968 Hibert Street 2n6 Floor, San Diego, CA 92131 Tel 858.751.0633 CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: I DRAWN BY: 1 CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. LIN Bub S UIL S J Z2 / CITY OF ENCINITAS SURVEY CONTROL, RECORD OF PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: ROVE EROSION CONTROL PLAN FOR: vSURVEY ri 18416 RECORDED IN THE COUNTY E SAN DIEGO. A 2.5" BRASS DISC IN THE NORTHWEST HORIZONTAL: 1" = 10' �l ��L /2c�E � ?697 1�2�i�/S DATE: S_�g �� � a' ^ CORNER REQUEZA STREET SIDEWALK IMPROVEMENTS s1 -110 'ENGINEER'S n OF A DRAINAGE BOX ON THE NORTH NAME DATE MATTHEW W ELSKI BER I SIDE OF ENCINITAS BOULEVARD AND 700 FEET VERTICAL: NTS R.C.E. NO.: 0054564 APN 258 - 122 -30 EAST OF WESTLAKE STREET. 9/19110 17 ELEVATION 388.479 FEET. NAVD88. RADLEY D. SA ER EXP.: 12 -2017 DATE DATE WORK ORDER NO: CS17D REVIEWER ENGINEER INSPECTOR SENIOR SHEET 9 OF 9