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2019-SI-125 (Plans)WORK TO BE DONE GENERAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOST RECENT EDITION). THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (MOST RECENT EDITION). ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2 WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. J. 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 (D MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 4:00 PM AND 730 AM NOR ON SATURDAYS, SUNDAYS, AND CITY RECOGNIZED HOLIDAYS 7 THE STRUCTURAL SECTION OF ALL RESURFACING SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS ENGINEERING STANDARDS, AS SHOWN ON THESE PLANS, AND AS APPROVED BY THE CITY ENGINEER. 8. APPROVAL OF THESE IMPROVEMENT PLANS DOES NOT CONSTITUTE APPROVAL OF ANY WORK OUTSIDE THE PROJECT BOUNDARY. 9. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE CONSTRUCTED, CONNECTED, AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER, AND PAVING. 10. THE EXISTENCE AND LOCATION OF EXIS17NG 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 PRECAU7ONARY 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 EXIS71NG 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 COIIPANY 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 N07IFY 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 EXIS77NG LANDSCAPING AND IMPROVEMENTS REMAINING IN PLACE AND THAT ARE NOT CALLED OUT TO BE REMOVED ON THESE PLANS. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED PRIOR TO APPROVAL OF THE CITY. 14. EXCEPT WHEN WORK IS BEING DONE ON DRIVEWAYS, THE CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE DRIVEWAYS AT ALL TIMES. 15. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY DESIGNATED TO BE REMOVED SHALL BE SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE PUBIC RIGHT OF WAY, THAT ARE NOT DESIGNATED TO BE REMOVED, THAT ARE DAMAGED DURING CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE CITY. 16. THE CONTRACTOR SHALL NOTIFY IN WRITING AND OBTAIN APPROVAL OF THE CITY ENGINEER OF WORK PRIOR TO MAKING CHANGES IN THE FIELD. 17 NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES IN CASE OF CONFLICT. 18. THE CONTRACTOR SHALL MAINTAIN AN UP TO DATE SET OF AS -BUILT DRAWINGS ON WHICH ALL CHANGES OR VARIATIONS IN THE WORK, INCLUDING U77LI77ES ARE RECORDED. A COPY OF SAID AS- BUILT DRAWINGS SHALL BE PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED. 19. MATERIAL OF DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT OF WAY WITHOUT APPROVAL BY THE CITY ENGINEER 20. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) NOTE THE CONTRACTOR IS REQUIRED TO OBTAIN A PERMIT FROM OSHA PRIOR TO COMMENCING CONSTRUCTON OF TRENCHES OF EXCAVATIONS WHICH ARE 5 FOOT OR DEEPER AND INTO WHICH A PERSON IS REQUIRED TO DESCEND. NOTIFICATIONS -0 n C) PLANS FOR THE IMPROVEMENT OF ENCINITAS COMMUNITY AND SENIOR CENTER IN THE CITY OF ENCINITAS sill w af _z° �I v w VICINITY MAP NOT TO SCALE SHEETINDEX 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES FOR THIS SITE IS NOT KNOWN AND HAS NOT BEEN SURVEYED. THE SHEET DESCRIP77ON FS CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE 1 -2 TITLE SHEET, VICINITY MAP, & KEY MAP WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ROW RIGHT OF WAY SDG &E ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTIL171ES AND NOTIFICATION OF COMMENCEMENT OF WORK. SDRSD 3 DEMOLITION PLAN TOP OF CURB A. SEWERS - LWD - (760)- 753 -0155 TOP OF WALL 4 DEMOLITION PLAN B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 C. WATER SAN DIEGUITO WATER DISTRICT 1- 800 - 227 -2600 5 DEMOLITION PLAN D. TELEPHONE SBC BELL - (760)- 489 -3411 6 DEMOLITION PLAN E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 7 IMPROVEMENT PLAN F. RECLAIMED WATER - SAN ELIJO JPA 8 IMPROVEMENT PLAN 2 CONTRACTOR SHALL N077FY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT PHONE. 9 IMPROVEMENT PLAN (760) -633 -2770. 10 IMPROVEMENT PLAN J. THE CONTRACTOR SHALL GIVE 24 HOURS N077CE ON CALLS FOR INSPECTION. PHONE. • (760) 633 -2770. ALL WORK PERFORMED WITHOUT 11 EROSION CONTROL PLAN BENEFIT OF INSPECTI0N WILL BE SUBJECT TO REJECTION AND REMOVAL. 12 ASPHALT SLURRY SEAL PLAN 4. A 48 HOUR NOTICE SHALL BE GIVEN TO THE FIRE DEPARTMENT BEFORE BEGINNING WORK. PHONE: (760) 633 -2820 EMAIL: FIREPREVENTIONOENCINI TAS CA. GOV PROJECT LOCATION IRRIGATION NOTE /0� THE ENCINITAS COMMUNITY AND SENIOR EXISTING IRRIGATION LINES AT THE PROJECT SITE MAY QROFESS CENTER ALONG THE NORTHSIDE OF FALL WITHIN THE FOOTPRINT OF PROPOSED WORK. 0 �� c OAKCREST PARK DRIVE. CONTRACTOR SHALL AVOID IMPACTS TO IRRIGATION lY` , 67697 INFRASTRUCTURE AND WILL BE REQUIRED PROVIDE D _ o. 0 m REPAIRS AT COST IF THE SYSTEM IS DAMAGED. * y T CIVI s9TF OF CAL \EO��/ CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK MJW 11131W DESCRIPTION: MONUMENT 1030 - WELL MONUMENT LOCATION: AT THE CENTER OF A CUL -DE -SAC AT TH NORTH END OF OAK CREST PARK DRIVE AT THE ENTRANCE TO OAK CREST MIDDLE SCHOOL. RECORD FROM: ROS 18416 ELEVATION: 388.479 DATUM:NAVD88 H: \1500 \1525.50 - City of Encinitas - Senior Center ADA Improvements\ Engineering \Plans \Precise \1525.00 IP- 01.dwg AS -BUILT APPROVALS \qy �o � PLO i r }t t zx \ `o rJ% SHEET 3 i SHEET 7 < , I _ . .,, SHEET 4 > ! SHEET 8 I II !E_� -� r JSHEET 5 m f SHEET 9 4 fb F L -.... SHEET g 1 -- - - - - -- r SHEET 11 SHEET SHEET 12 10= - - OAKCREST PARK DRIVE KEY MAP 0 40 80 160 240 ( IN FEET ) 1 inch = 80 ft. FIELD OPERATIONS PLANNING AND BUILDING -/■ 1. PLANS PREPARED UNDER SUPERVISION OF NICK PSYHOGIOS,/V./6 /� NAME �E 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 ) J. 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. J. 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 LOCAT70N 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 ABBREVIATIONS AC ASPHALT CONCRETE APN ASSESSOR'S PARCEL NUMBER FS FINISH SURFACE NTS NOT TO SCALE PCC PORTLAND CEMENT CONCRETE ROW RIGHT OF WAY SDG &E SAN DIEGO GAS & ELECTRIC SDRSD SAN DIEGO REGIONAL STANDARD DRAWING TC TOP OF CURB TW TOP OF WALL I lal:j:I "ITT IMPERVIOUS AREA PRIOR TO CONSTRUCTION. 1 960 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 1,960 SQFT INCREASE IN IMPERVIOUS AREA: 0 SQFT IMPERVIOUS AREA REPLACED: 1,960 SQFT • I 0 o 0 0 LL 0 Z L0 o N 0 � OD w L' 00 W1< wNw Lffl U) U M Lij (D M F M AS-EUIL M Co � Co w n rCcz FCDzm g0) U)Cc PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT 6. 10,19 OvA&xA (n -(o -1 9 - v0 -�9 )tW64454a'' `*! `h7 SIGN DATE SIGN DATE ' SIGN DATE SIGN DATE ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. RECOMMENDED: AP V T Q � Tkmft CI Y NGI E 01 9 to 1 IMPROVEMENT PLAN FOR: SENIOR CENTER ACCESSIBILITY IMPROVEMENTS APN 259 - 320 -10 WORK ORDER NO: CF18A SI -125 I SHEET 1 OF 12 SIGN R7 -8 SIGN IMPROVEMENT / CONTRACTOR NOTES EROSION CONTROL NOTES LEGEND 0 AF 1. PERMIT SHALL BE OBTAINED FROM THE ENCINITAS SERVICES DEPARTMENT FOR ANY 0 INSTALL BOLT WORK WITHIN THE STREET RIGHT -OF -WAY AT NO COST TO THE CONTRACTOR. ° I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CITY PUBLIC WORKS AT ° TOP & BOTTOM OF 2 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE (760) 633 -2922, 24 HOURS A DAY. PROPOSED IMPROVEMENTS 0 SIGN - SEE BOLT APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. A PERMIT SHALL 0 DETAILS BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT ANY WORK 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE 0 THIS SHEET WITHIN THE STREET RIGHT -OF -WAY AT NO COST TO THE CONTRACTOR. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY CONCRETE PAVEMENT p� a 0 TUBE MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT 5/16" - 18 BOLTS & NUTS J. ALL UNDERGROUND UTILITIES WITHIN THE RIGHT-OF WAY SHALL ,BE CONSTRUCTED, LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION ASPHALT OVERLAY D SIGN R7 -8A „ CONNECTED AND TESTED PRIOR TO CONSRUCTON OR BERM, CURB, CROSS GUTTER CONTROL MEASURES WHEN RAIN IS IMMINENT 0 WHERE 5/16 - 18 BOLTS 7 NUTS AND PAVING. TRUNCATED DOMES SDRSD G -30 . %`}c o DESIGNATED BOLT ®SIGN 1 3/4" X 1 3/4" J. CONTRACTOR SHALL PROVIDE A 24 -HOUR TELEPHONE NUMBER AND NAME 0 < " , 0 ° ° 4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL OF PERSON RESPONSIBLE FOR EMERGENCY WORK BACK OF CURB 0 NOMINAL TUBE BE CONFORMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. PCC CURB SDRSD G -01 FACE OF CURB 1 3/4" X 1 3/4" T 2"X 2" CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO NOMINAL TUBE RESERVED - NOMINAL TUBE UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS WORKING ORDER TO THE SATISFAC77ON OF THE CITY ENGINEER AFTER PARKING lz 2 1/4" X 2 1/4" TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING EACH RUN -OFF PRODUCING RAINFALL. PCC CURB & GUTTER , SDRSD G -02 - -BACK OF CURB 0 NOMINAL TUBE FACILITIES. FACE OF CURB 0 INSTALL BOLT ®BASE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONROL Gg ' 0 SEE BOLT DETAILS THIS 5. THE CONTRACTOR SHALL ENFORCE ALL MEASURES THE CONTRACTOR SHALL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN GRADE BREAK GUTTER LIP SHEET CONSTRUCT AND MAINTAIN SAFETY DEVICES AS APPROVED BY THE CITY ENGINEER, INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES ° INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL WHICH MAY ARISE. GRADE 3X ° LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND o GRADE MINIMUM REGULATIONS 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE FS 338.83 DRIVE ANCHOR BASE & FINE $450 BOLT ® SLEEVE BASE END OF EACH WORKING DAY WHEN THE FIVE 5 DAY RAIN PROBABILITY SPOT ELEVATION ° 0 SLEEVE INTO SOIL 6. CONRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE FORECAST EXCEEDS FORTY PERCENT (407.). SILT AND OTHER DEBRIS SHALL 7 0 MIN RADIUS 1 " CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL BE REMOVED AFTER EACH RAINFALL. SPOT ELEVATION (FS 338.83) /8 (TYP) PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT (MATCH EXISTING GRADE), f 0 2 1 /4 "X 2 1/4" SIGN R7 -8 BE LIMITED TO NORMAL WORKING HOURS 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE o NOMINAL TUBE MIN RADIUS 1/8" (TYP) OF THE EROSION CONROL DEVICES AS NECESSARY. 0 2" X 2" 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONUMENTATION AND /OR ANY 0 NOMINAL TUBE VAN BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH 8. ALL EROSION CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ONSITE a= 0 ACCESSIBLE NOTES POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATON AND TO SAFELY DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY 0 1. CONTRACTOR SHALL FURNISH AND SET BY A STATE OF CALIFORNIA LICENSED LAND SURVEYOR OR A REGISTERED CIVIL THE PROJECT SHALL BE INSTALLED WHEN THE 5 -DAY RAIN PROBABILITY INSTALL SIGN POSTS ANCHOR ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD FORECAST EXCEEDS 40 PERCENT. BASES, AND SLEEVES AS SPECIFIED. OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE STATE OF CALIFORNIA LICENSED SIGN R7 -8 SIGN R7 -8A LAND SURVEYOR OR REGISTERED CIVIL ENGINEER, AS REQUIRED BY THE LAND 9. TEMPORARY EROSION CONTROL DEVICES WHICH INTERFERE WITH WORK ACCESSIBLE PARKING ACCESSIBLE SIGNAGE 2• SIGN POST, ANCHOR BASE, SLEEVE SURVEYORS ACT. SHALL BE RELOCATED OR MODIFIED AS THE WORK PROGRESSES AS STALLS &ACCESS SHALL BE INSTALLED PLUMB. /� RECOMMENDED BY THE ENGINEER OF WORK AND AS APPROVED BY THE AISLE STRIPING NTS T 8. THE LOCATION OF EXISTING FACILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. CITY ENGINEER. 9. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE AND LOCATE ALL EXISTING 10. EROSION CONTROL SYSTEMS SHALL BE SERVICED AND MAINTAINED TO 3 SUBSURFACE UTILITIES, PRIOR TO THE START OF DEMOLITION OR CONSTRUCTION. ANY PROVIDE CONTINUOUS CAPACITY AND ADEQUACY TO FUNCTION AS SOLID 3" EXISTING UTILITIES THAT REQUIRE REMOVAL OR RELOCATION SHALL BE COORDINATED DESIGNATED. AFTER PRECIPITATION EXCEEDING ONE QUARTER (4) INCH WHITE TYP WITH THE APPROPRIATE UTILITY AGENCY PRIOR TO THE BEGINNING OF CONSTRUCTION. IN ANY 12 -HOUR PERIOD OR UPON THE DIRECTION OF THE CITY MARKING IF DURING POTHOLING THE CONTRACTOR DISCOVERS A P07ENTIAL CONFLICT BETWEEN ENGINEER, SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS. PROPOSED UTILITIES AND EXISTING UTILITIES, THE CONTRACTOR SHALL IMMEDIATELY ACCESSIBLE PARKING NOTIFY THE CITY AND ENGINEER IN WRITING. THE CONTRACTOR SHALL ALLOW AMPLE 11. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY STALL SIGNAGE STANDARD TIME FOR REVISIONS TO BE MADE TO THE PLANS TO AVOID CONFLICTS PRIOR TO THE PRECAUTIONS TO PREVENT PUBLIC TRESPASS INTO AREAS WHERE IMPOUND LIGHT START OF UTILITY INSTALLATION. WATER CREATES A HAZARDOUS CONDITION. NECESSARY PRECAUTIONS MAY WHEEL STOP N BLUE INCLUDE, BUT NOT BE LIMITED TO, APPROPRIATE PERIMETER FENCING OR A BACKGROUND 10. THE CONTRACTOR SHALL REQUEST MARKOUT OF EXISTING UNDERGROUND UTILITIES BY 24 -HOUR GUARD PREVENTING UNAUTHORIZED PERSONS FROM ENTERING GRAVITY RETAINING SDRSD C -09 . MARKING CALLING THE LISTED REGIONAL N071FICA77ON CANTER FOR AN INQUIRY IDENTIFICATION THE BASINS. WALL TYPE A 18" NUMBER, AT LEAST (2) DAYS PRIOR TO START OF ANY CONSTRUCTION. CONTRACTOR SOLID SHALL NOTIFY THE VERIFY ENGINEERBOFETHE AND BELOW GRADE UTILITIES. DISCREPANCY IN WRI77NG AND GET RESOLUTION PRIORI TO 12 CONSTRUC77ONSDEBRIS, AND TRA, SIDEWALKS, SREETPSWEEPINGT OR OATHER EQUALLY EXISTING FEATURES 3 WHITE BE FOUND BETWEEN THESE PLANS AND FIELD CONDITIONS, THE CONTRACTOR SHALL MAINTAINED IN A NEAT AND CLEAN CONDITION, FREE OF LOOSE SOIL, 8 MARKING PROCEEDING WITH CONSTRUCTION, EFFECTIVE MEANS SHALL BE USED TO CLEAN STREETS EXCEPT FOR THE YELLOW FOWOVAL OF FINE MATERIAL NOT OTHERWISE REMOVED BY SWEEPING OR ROW LINE _ REFLECTORIZED 11. ALL CONTOUR LABELS AND ELEVATION CALLOUTS ARE IN UNITS "FEET ". OTHER MECHANICAL MEANS. LOT LINE • - RECYCLED MATERIAL. SEE 12. WHERE NOTED AS "MATCH" NEW PAVEMENTS, SIDEWALKS, AND GRADES SHALL MATCH 13. STANDBY CREWS SHALL BE ALTERED BY THE CONTRACTOR FOR 18" NOTE 1. EXIS77NG GRADE ELEVATONS AND PROVIDE SMOOTH TRANSITIONS TO EXISTING. SHOULD EMERGENT`.' WORK DURING RAINSTORMS CONCRETE PAVEMENT. . . I I ANY DISCREPANCIES BE FOUND BETWEEN THESE PLANS AND FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF THE DISCREPANCY IN WRITING AND GET 14. GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE D RESOLUTION PRIOR TO PROCEEDING WITH CONSTRUCTION. AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID RETAINING WALL. . . . . . __ NOTE CONSTRUCTION OF TEMPORARY DEVICES OR REPAIR ANY DAMAGED 112" DIA. x 10" STEEL PIN ISA (INTERNATIONAL SYMBOL OF ACCESSIBILITY) SHALL 13. WHEN MATCHING EXISTING RIM ELEVATONS OF UTILITY MANHOLES AND VAULTS, EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT A STANDBY CREW MINIMUM IN COUNTERSUNK BE PAINTED AT THE END OF PARKING STALLS AND BE PAVEMENT SHALL PROVIDE SMOOTH TRANSITIONS. CONTRACTOR SHALL ADJUST TO SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. PCC CURB . . . . . . . . ,.., ............ HOLE PER MANUFACTURER CENTERED HORIZONTALLY IN THE STALL WIDTH. FINISH GRADE RIM ELEVATIONS OF MANHOLES, VALVE BOXES, VAULTS, ETC. AS REQUIRED. 15. ALL UTILITY TRENCHES SHALL BE BACK FILLED WITHIN 24 HOURS AND u ACCESSIBLE PARKING ISA MARKING MUST BE BACK FILLED BEFORE THE END OF WORK DAY IF A 40 SIGNAGE NOTES 5 14. CONTRACTOR TO VERIFY ELEVATI0NS AT TIE -IN AND /OR MATCH POINTS PRIOR TO PERCENT OR GREATER CHANCE OF RAIN IS PREDICTED. 1. PARKING BLOCKS MAY BE RECYCLED PLASTIC, RUBBER, NTS STARTING PAVEMENT SECTION CONSTRUCTION. 16. A GRAVEL BAG SILT BASIN OR TRAP SHALL BE PROVIDED AT EVERY LIGHT POST . OR OTHER RECYCLED APPROVED MATERIALS. 15. ALL COORDINATES AND DIMENSIONS ARE TO FACE OF CURB, OR EDGE OF PAVEMENT STORM DRAIN INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM i J� KEYNOTES' AND ARE IN FEET UNLESS NOTED OTHERWISE. DRAIN SYSTEM. `� /HEEL STOP 16. THE WORKSITE SHALL BE KEPT CLEAN OF DEBRIS AND WASTE. DEBRIS AND WASTE FIRE HYDRANT ( NTS 2 (D 4" BLUE LINE. SHALL BE DISPOSED OF AT APPROVED SITES. @ 4" BLUE LINE BORDER. WATER VALVE . . . ' OO 4" HATCHED DIAGONAL LINES AT 36" MAX ON- CENTER (SHOWN AT 30 ") PAINTED A CONTRASTING COLOR WITH THE PARKING SURFACE IN ACCESS BUILDING FOORR /NTff%fl AISLE, WHITE ON ASPHALT CONCRETE, BLUE ON PORTLAND CEMENT TRAFFIC CONTROL NOTES W CONCRETE ELEVATION CONTOUR !3 ; _..__ -- 2" WEAKENED ` 1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 7 -10 OF THE STANDARD = m OO UPPER LIMIT OF ACCESSIBLE PARKING STALLS = SPECIFICATIONS AND APPENDIX A" OF THE SAN DIEGO COUNTY REGIONAL STANDARD " 6 ? PLANE 4.1 FACE OF CURB, OR, SDGE 2 PE SERVICE 112" RADIUS (TYP) �' 1/2" RADIUS (TYP) 4.2 CUTTER LIP (IF STANDARD CITY GUTTER), OR, DRAWINGS (MIST RECENT EDITION). 4.3 FACE OF CURB AND GUTTER (IF GUTTER SLOPE IS 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN CONFORMANCE PCC SIDEWALK AC PAVEMENT a s MODIFIED TO BE < 27) VA K17H APPENDIX "A" OF THE SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS AND THE SURFACE SURFACE APPROVED TRAFFIC CONTROL PLAN DURING WORKING HOURS OF 7.• 30 AM TO 4:00 PM, Qa w + ® "NO PARKING" STRIPING PER DETAIL - 4" HATCHED DIAGONAL LINES AT MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AUTHORIZED, NO WORK THAT OBSTRUCTS a a d ° 36" MAX ON- CENTER (SHOWN AT 30) PAINTED A CONTRASTING COLOR PROPOSED FINISHED SURFACE I�,„ a WITH THE PARKING SURFACE IN ACCESS AISLE, WH17E ON ASPHALT NORMAL TRAFFIC FLOW WILL BE ALLOWED DURING THE HOURS OF 4:00 PM TO 7.•30 AM ° �° t AND AT ALL TIMES SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS THE PROJECT CONCRETE, BLUE ON PORTLAND CEMENT CONCRETE SPECIFICATIONS AND /OR CONDITIONS OF TRAFFIC CONTROL PLAN APPROVAL MAY FURTHER AC OVERLAY a 1 LIMIT WORKING HOURS DISTANCE FROM FINISHED SURFACE TO �3 a Oa ACCESSIBLE PARKING SIGN SET ON TOP OF CURB PER DETAIL THIS SHEET. J. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. GRIND DEPTH VARIES a 0 (ALTERNATIVE LOCATION) ACCESSIBLE PARKING SIGN SET BEHIND SIDEWALK 4. ALL TRAVEL LANES WILL BE A MINIMUM OF 12 -FEET WIDE UNLESS OTHERWISE SHOWN. I _ IN LANDSCAPE AREA PER DETAIL THIS SHEET. ° Oa WHEEL STOP PER DETAIL THIS SHEET 5. TRENCH PLATES TO BE PROVIDED WITH SKID RESISTANT SURFACE. �j 2` BR/ND DEPTH, ,., ,- _ ° < <, 6. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF 71 y " Qa ISA SYMBOL PER DETAIL THIS SHEET. PROPOSED POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO COMMENCING WORK. 9 THE PROJECT SPECIFICATIONS MAY CONTAIN ADDI7ONAL NOTIFICATION REQUIREMENTS THAT QROFESS/ pN9 TACK COAT NOTE: ® 27. MAX (1.57 DESIGN) SLOPE IN ANY DIRECTION IN STALL AND ACCESS SHALL SUPERSEDE THIS REQUIREMENT. �� P x N SCARIFY EXISTING NATTKE SUBGRADE A MINIMUM 12" BELOW 0" CURB AISLE. NO CHANGES IN LEVEL ACROSS EN77RE STALL ACCESS AISLE. p F EXISTING AC / iv- c PAVEMENT AND BASE �j''�/AND COMPACT TO A MINIMUM 95% OF MAXIMUM DRY DENSITY. ®GRADE BREAK 7. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES U No ?67697 o m TYPICAL 0�� CURB DETAIL DURING PROJECT CONSTRUCTION. w m *y (,�3o�c�i �* GRIND AND OVERLAY DETAIL 1 NTS 3 STANDARD SINGLE CAR ACCESSIBLE .1. LT sT clvl\- �' NTS qTF OF CAOF PARKING STALL AND ACCESS AISLE AS U -L NTS 6 DESIGNED BY: DRAWN'BY. CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ss ,1G NP ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. JW 111j1W DESCRIPTION: MONUMENT 1030 -WELL MONUMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: AP OV IMPROVEMENT PLAN FOR - LOCATION: AT THE CENTER OF A CLIL -DE -SAC AT THE 4(/,, 4.' --" SENIOR CENTER ACCESSIBILITY IMPROVEMENTS �+ NORTH END OF OAK CREST PARK DRIVE AT THE SI -125 ENTRANCE TO OAK CREST MIDDLE SCHOOL. .� /�jj��_� •� //�� CITY GI APN 259 - 320 -10 4V RECORD FROM: ROS 18416 V + (A 111312420 NICK PSYHOGIOS f i 41`1 1� ELEVATION: 388.479 DATUM: NAVD88 ENGINEER'S NAME DATE NAME L)A I't WORK ORDER NO: CF18A SHEET 2 OF 12 H: \1500 \1525.50 -City of Encinitas -Senior Center ADA Improvements\ Engineering \Plans \Precise \1525.00 IP- 02.dwg of O O o LL , Z LO 0 U co w co WN LL W0) CO M I- U M M W D o w O , Q00w_ o r` (CO Z J W co W DEMOLITION KEYNOTES O DEMOLISH & REMOVE CONCRETE PAVEMENT & BASE MATERIAL. O2 GRIND DOWN EXISTING AC PAVEMENT 2° IN PREPARATION FOR AC OVERLAY. SEE DETAIL ON SHEET 2 FOR MORE INFORMATION. O3 SAW CUT LINE. ® WATER BLAST & REMOVE PARKING STALL STRIPING. O5 DEMOLISH & REMOVE CONCRETE CURB. © DEMOLISH & REMOVE SIGN POST & FOOTING. O7 DEMOLISH & REMOVE CONCRETE CURB & GUTTER. PROTECT IN PLACE KEYNOTES PR07ECT IN PLACE PAVEMENT OUTSIDE OF LIMITS OF WORK. n PROTECT IN PLACE RETAINING WALL. ❑3 PROTECT IN PLACE LIGHT POLE. ® PROTECT IN PLACE CONCRETE CURB. ❑5 PROTECT IN PLACE SIGN POST. © PROTECT IN PLACE FIRE HYDRANT (MAINTAIN 5 FOOT CLEAR RADIUS & DO NO BLOCK FIRE HYDRANTS WITH VEHICLES, FENCING OR STORAGE MATERIALS). [7 PROTECT IN PLACE 2" PE SERVICE, CONTRACTOR TO VERIFY LOCATION IN FIELL ® PROTECT IN PLACE EUG PACKAGE, CONTRACTOR TO VERIFY LOCATION IN FIELD. ❑g PROTECT IN PLACE TELECOM CONDUIT, CONTRACTOR TO VERIFY LOCATION IN Fi 0 5 10 20 30 ( IN FEET ) 1 inch = 10 ft. o,OFESS /ON eSYNo��, A, �� No. 67697 O m SEE SHEET 04 F OF CAS \F� A �PuLLT CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. SS J DESCRIPTION: MONUMENT 1030 - WELL MONUMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: Q IMPROVEMENT PLAN FOR: �� A V D LOCATION: AT THE CENTER OF A CUL-DE-SAC AT THE �M�ATTRLL��TT�� � SENIOR CENTER ACCESSIBILITY IMPROVEMENTS $I -125 NORTH END OF OAK CREST PARK DRIVE AT THE ENTRANCE TO OAK CREST MIDDLE SCHOOL. C Q., /� / CITY NGI APN 259 - 320 -10 RECORD FROM: ROS 18416 1�� Q W I ?�ZO� NICK PSYHOGIOS �.� 4 C/ �f 00/19 , ELEVATION: 388.479 DATUM: NAVD88 ENGINEER'S NA DATE NAME DATE L7l ! WORK ORDER NO: CF18A SHEET 3 OF 12 H: \1500 \1525.50 - City of Encinitas - Senior Center ADA Improvements\ Engineering \Plans \Precise \1525.00 IP- 03.dwg w O O w o 0 O L z � O U 00 w 00 �XX W, Q wNw w rn F Q M co F Cl) o w O w w W Q Co C LO � _ � p= (DzOD J 0) < W SEE SHEET 03 SEE SHEET 05 ROSS / ! 7697 � I\ No N 67697 CC OF (m- z m a )EMOLITION KEYNOTES DEMOLISH & REMOVE CONCRETE PAVEMENT & BASE MATERIAL. GRIND DOWN EXISTING AC PAVEMENT 2" IN PREPARATION FOR AC OVERLAY. SEE DETAIL ON SHEET 2 FOR MORE INFORMATION. SAW CUT LINE. WATER BLAST & REMOVE PARKING STALL STRIPING. DEMOLISH & REMOVE CONCRETE CURB. DEMOLISH & REMOVE SIGN POST & FOOTING. DEMOLISH & REMOVE CONCRETE CURB & GUTTER. ROTECT IN PLACE KEYNOTES PROTECT IN PLACE PAVEMENT OUTSIDE OF LIMITS OF WORK. PROTECT IN PLACE RETAINING WALL. PROTECT IN PLACE LIGHT POLE. PROTECT IN PLACE CONCRETE CURB. PROTECT IN PLACE SIGN POST. PROTECT IN PLACE FIRE HYDRANT (MAINTAIN 5 FOOT CLEAR RADIUS & DO NOT BLOCK FIRE HYDRANTS WITH VEHICLES, FENCING OR STORAGE MATERIALS). PROTECT IN PLACE 2" PE SERVICE, CONTRACTOR TO VERIFY LOCATION IN FIELD. PROTECT IN PLACE EUG PACKAGE, CONTRACTOR TO VERIFY LOCATION IN FIELD. PROTECT IN PLACE TELECOM CONDUIT CONTRACTOR TO VERIFY LOCATION IN FIELD. r 0 5 10 20 30 ( IN FEET ) 1 inch = 10 ft. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. SS JG NP J4JW 1113120 DESCRIPTION: MONUMENT 1030 - WELL MONUMENT LOCATION: AT THE CENTER OF A CUL -DE -SAC AT THE NORTH END OF OAK CREST PARK DRIVE AT THE ENTRANCE TO OAK CREST MIDDLE SCHOOL. RECORD FROM: ROS 18416 ELEVATION: 388.479 DATUM: NAVD88 1/1-7/104U PLANS PREPARED UNDER SUPERVISION OF NICK PSYHOGIOS - G < RECOMMENDED: .�/ A V ,` /N5#& 0_f0yf/f� — [VIA TTRI W JWIDLLbKl VVAKU H CITY GIN DAT Q� I5 _ �O ty IMPROVEMENT PLAN FOR: SENIOR CENTER ACCESSIBILITY IMPROVEMENTS APN 259 - 320 -10 WORK ORDER NO CF18A SI -125 ENGINEER'S AME DATE NAME DA E SHEET 4 OF 12 H: \1500 \1525.50 -City of Encinitas -Senior Center ADA Improvements\ Engineering \Plans \Precise \1525.00 IP- 04.dwg w 0 0 M J LL O 0 LO 0 0 OD W LO U) W WCO Q W NLL M F U M W W O 0 m wLO pEFI— F-00 Qz g0)U� SEE SHEET 04 DEMOLITION KEYNOTES O DEMOLISH & REMOVE CONCRETE PAVEMENT & BASE MATERIAL. O2 GRIND DOWN EXISTING AC PAVEMENT 2" IN PREPARATION FOR AC OVERLAY. SEE DETAIL ON SHEET 2 FOR MORE INFORMATION. O3 SAW CUT LINE. ® WATER BLAST & REMOVE PARKING STALL STRIPING. O5 DEMOLISH & REMOVE CONCRETE CURB. © DEMOLISH & REMOVE SIGN POST & FOOTING. O7 DEMOLISH & REMOVE CONCRETE CURB & GUTTER. PROTECT IN PLACE KEYNOTES 1❑ PROTECT IN PLACE PAVEMENT OUTSIDE OF LIMITS OF WORK. PROTECT IN PLACE RETAINING WALL. ❑3 PROTECT IN PLACE LIGHT POLE. PROTECT IN PLACE CONCRETE CURB. ❑5 PROTECT IN PLACE SIGN POST © PROTECT IN PLACE FIRE HYDRANT (MAINTAIN 5 FOOT CLEAR RADIUS & DO NOT BLOCK FIRE HYDRANTS WITH VEHICLES, FENCING OR STORAGE MATERIALS). F7 PROTECT IN PLACE 2" PE SERVICE, CONTRACTOR TO VERIFY LOCATION IN FIELD. ® PROTECT IN PLACE EUG PACKAGE, CONTRACTOR TO VERIFY LOCATION IN FIELD. Fg PROTECT IN PLACE TELECOM CONDUIT CONTRACTOR TO VERIFY LOCATION IN FIELD. 0 5 10 20 30 ( IN FEET ) 1 inch = 10 ft. No. �/ 6,7697 0 m ST CIVIC �? qTF OF CAV \E � AS-9UILT CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS —BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. JG NP + #JW DESCRIPTION: MONUMENT 1030 - WELL MONUMENT LOCATION: AT THE CENTER OF A CUL -DE -SAC AT THE NORTH END OF OAK CREST PARK DRIVE AT THE ENTRANCE TO OAK CREST MIDDLE SCHOOL. RECORD FROM: ROS 18416 ELEVATION: 388.479 DATUM: NAVD88 q Q III=IZQ1,Q PLANS PREPARED UNDER SUPERVISION OF / / NICK PSYHOGIOS j, /� �I�69 �`� RECOMMENDED: AP OV D: e` „ 0, �(j�,t J �D�� CIT E INE ��lQ �IN �/D LIB IMPROVEMENT PLAN FOR: SENIOR CENTER ACCESSIBILITY IMPROVEMENTS APN 259 - 320 -10 WORK ORDER NO: CF18A SI -125 ENGINEER'S N E DATE NAME DA E SHEET 5 OF 12 H: \1500 \1525.50 -City of Encinitas -Senior Center ADA improvements\ Engineering \Plans \Precise \1525.00 IP- 05.dwg x O O ou_ o LO 0 U cc w .n U w (0¢ W N W 2 m I— Q M F m W W o c� CJ m_ W_ LO F = r F 'Dzco g0)�pc� H: \1500 \1525.50 -City of Encinitas -Senior Center ADA Improvements\ Engineering \Plans \Precise \1525.00 IP- 06.dwg Cl) Q N LL m a Cl) Oo C7 w ,n o� z ao a n U) pc� CHANGE DESCRIPTION GGG Qwr=I^T n7 SEE SHEET 09 Q�pFESS /pN ��O P S Y/./ 0 l U No, 67697 Z T CIV�\- P \P qTF OF CA A\ APPROVED DATE BENCHMARK AS -BUILT APPROVALS " l SS " ` `-, " `t' _. - NP tJ �= DESCRIPTION: MONUMENT 1030 - WELL MONUMENT PLANS PREPARED UNDER SUPERVISION OF LOCATION: AT THE CENTER OF A CUL -DE -SAC AT THE NORTH END OF OAK CREST PARK DRIVE AT THE ENTRANCE TO OAK CREST MIDDLE SCHOOL. iI Q /�3�ZQ� NICK PSYHOGIOS�%�� G ©/ If RECORD FROM: ROS 18416 �Mr DATE NAME AT ELEVATION: 388.479 DATUM: NAVD88 ENGINEER'S NAME HA1500 \1525.50 - City of Encinitas - Senior Center ADA Improvements\ Engineering \Plans \Precise \1525.00 IP- 08.dwg ENGINEERING DIVISION APPROVALS RECOMMENDED: r � - r, d. 404;64 n CONSTRUCTION KEYNOTES O CONCRETE PAVEMENT. MATCH EXISTING SIDEWALK PAVEMENT SECTION. O2 AC OVERLAY EXISTING PAVEMENT AFTER GRINDING 2° DOWN. FILL IN WITH AC OVERLAY AS NEEDED TO REACH PROPOSED FINISHED SURFACE ELEVATION, SEE DETAIL ON SHEET 2 FOR MORE INFORMATION. O YELLOW TRUNCATED DOMES PER SDRSD G -30. ® 0" CURB PER DETAIL SHEET 2. O5 6- CURB PER SDRSD G -01. © MATCH EXISTING GRADE. O7 ACCESSIBLE PARKING STALL STRIPING PER SDRSD M -27A. © ACCESS AISLE STRIPING PER SDRSD M -27A. O9 ACCESSIBLE PARKING STALL SIGNAGE PER DETAIL SHEET 2. OO WHEEL STOP PER DETAIL SHEET 2. 11 PROPOSED STRIPING TO DELINEATE ACCESSIBLE WALKWAY. BLUE COLOR, 4- THICK. O2 PARKING STALL STRIPING. WHITE COLOR, 4- THICK. 0 GRAVITY RETAINING WALL TYPE A SDRSD C -09. VAN ACCESSIBLE PARKING STALL SIGNAGE PER DETAIL SHEET 2. 15 6" CURB & GUTTER PER SDRSD G -02. N 0 5 10 20 30 ( IN FEET ) 1 inch = 10 ft. AS—�BUI L al _' W CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. IMPROVEMENT PLAN FOR: SENIOR CENTER ACCESSIBILITY IMPROVEMENTS SI -125 APN 259 - 320 -10 WORK ORDER NO: CF18A SHEET 8 OF 12 of O J O LL Z r O U uD w U) W Um co Luoo Co ww0 omw_,n H = E tmZ00 g�U)I SEE SHEET 08 TW 370.84 (FS 370.34) BW 368.76 TW 370.71 I (FS 370.21) BW 368.76 Vl� 6 ii:_____� it I TW 370.38 (FS 369.88) I BW 368.76 I (TW 369.06) (FS 368.56} - - - (BW 36756) TW 370.88 (FS 370.38 BW 369.04 FAI FAI mi 00000 v 0 0 OHO 0000000 0 FS 370.09) .0% G6 TW 370.88 FS 370.04 IBW 369.04 --- -------- FS 370.03 I 369.97 TW 370.84 -FS 369.76 - -- W 368.76 rC /FS 369.71 TW .370.38 FS 369.76 BW 368.76 ' JFS 368.94) N _ -1 {FS 368.94) 0 2.5 5 10 15 ( IN FEET ) 1 inch = 5 ft. CONSTRUCTION KEYNOTES O CONCRETE PAVEMENT. MATCH EXISTING SIDEWALK PAVEMENT SEC77ON. O2 AC OVERLAY EXIS77NG PAVEMENT AFTER GRINDING 2" DOWN. FILL IN WITH AC OVERLAY AS NEEDED TO REACH PROPOSED FINISHED SURFACE ELEVA770N. SEE DETAIL ON SHEET 2 FOR MORE INFORMA770N. O YELLOW TRUNCATED DOMES PER SDRSD G -30. ® 0" CURB PER DETAIL SHEET 2. O5 6" CURB PER SDRSD G -01. © MATCH EXIS71NG GRADE. O7 ACCESSIBLE PARKING STALL STRIPING PER SDRSD M -27A. ® ACCESS AISLE STRIPING PER SDRSD M -27A. O9 ACCESSIBLE PARKING STALL SIGNAGE PER DETAIL SHEET 2. 10 WHEEL STOP PER DETAIL SHEET 2. 11 PROPOSED STRIPING TO DELINEATE ACCESSIBLE WALKWAY. BLUE COLOR, 4" THICK. PARKING STALL STRIPING. WHITE COLOR, 4" THICK. 13 GRAVITY RETAINING WALL TYPE A SDRSD C -09. ® VAN ACCESSIBLE PARKING STALL SIGNAGE PER DETAIL SHEET 2. 15 6" CURB & GUTTER PER SORSO G -02. 0 5 10 20 30 Q�pFESSI0 ( IN FEET ) 1 inch = 10 ft. Co No. . "67697 p z J�. C I U) - �\Q TF OF CAL \F0� S T CHANGE NO. DESCRIPTION APPROVED DATE DESIGNED BY: DRAWN.BY: CHECKED BY BENCHMARK AS -BUILT APPROVALS SS 1 JG 1 NP ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. + J -L W VIS4 DESCRIPTION: MONUMENT 1030 - WELL MONUMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP V D: IMPROVEMENT PLAN FOR: LOCATION: AT THE CENTER OF A CUR- DE-SAC E THE %,ow. A �(/, �_____ -�- SENIOR CENTER ACCESSIBILITY IMPROVEMENTS .SI -125 NORTH END OF OAK CREST PARK DRIVE AT THE ENTRANCE TO OAK CREST MIDDLE SCHOOL. ��j,�� ``,,II �� / C APN 2559 -320 -10 RECORD FROM: ROS 18416 CI /MV'1� a �/ I��s�2ota NICK PSYHOGIOS�h, r!�r!� ! CITGY GIN 4: ELEVATION: 388.479 DATUM: NAVD88 ENGINEER'S NAME DATE NAME AT r� /�� - ° �� WORK ORDER NO: CF18A SHEET 9 OF 12 H: \1500 \1525.50 - City of Encinitas - Senior Center ADA Improvements \Engineering \Plans\Precise \1525.00 IP- 09.dwg rr O O U- o O Z Lo O 0 cc w LO U m W c Q w N l L � a) U) U)a P7 C) co co w w C O o 7 ❑00w_,n 0=on F-mZ00 g0)U)00 d i M_ Q N LL Q U co M LLI Z W Q Lo (J) 00 HA1500 \1525.50 - City of Encinitas- Senior Center ADA Improvements \rzngineering \Plans \Precise \1525.00 IP- 10.dwg %!llllwvlllwol� \ GRAVEL BAG SPACING: P rj R�W R W GRAVEL BAG BERM ; �u Q GRADE INTERVAL r PER SC -6 m X S 6 % 50 N 3% 0 FEET % CONSTRUCTION FENCING ✓�� o o CD OVER 6% 25 FEET CONS UC710N FENCING GRAVEL BAGGING ON STREETS /Aj GRAVEL BAG BERM PER SC -6 xt ®� CITY OF 6BAGH ENCINITAS EMBED FIRST ROW OF GRAVEL i® ® LOW POINT BAGS HALF DEPTH <7ENIOR CENTER OPENING AT INLET PROJE. u CONSTRUCTION FENCING APN 259 -320 -1 O LOT LINE EMBED FIRST ROW OF GRAVEL f ( I �f J ' SITE STREET BAGS HALF DEPTH { GRAVEL BAG BERM TYPICAL INLET DETAIL BAG EMBEDDING DETAIL PER SC -6 "" X ' J l I GRAVEL BAGS OVERLAP � ONTO CURB j ` r' � X ,, 8 MIN. %I i I I � ✓ %� PROFILE I I / EXIS71NG GROUND SIR ET GRAVEL BAG BERM - - 1 PER SC -6 x LOT LINE 9 )MIN 0 3 FT (0. M 9 _ ✓ 14'MIN. RUNOFF —_� _ GRAVEL BAG BERM ° .4 I ti 11 �M J C PER SC -6 ✓ PLAN `1 CONSTRUCTION FENCING � ° PROVIDE APPROP IATE TRANSITION ENOSEOVERLAPPEDGRAVEL BAGS W11H V GAP BETWEEN BAGS BETWEEN STABILIZED CONSTRUCTION ACTS AS SPILLWAY ENTRANCE AND STREET STABILIZED CONSTRUCTION ENTRANCE TYPICAL GRAVEL BAGS NOT TO SCALE NOT TO SCALE GRAVEL BAG BERM s °�l PER SC -6 BEST MANAGEMENT PRACTICES (BMPS) j ( SS -1 SCHEDULING PER SS -1 X CONSTRUCTION FENCING 1 ococoo GRAVEL BAG PER SC -6 CONSTRUCTION FENCING 1, CONSTRUCTION FENCING � STABILIZED CONSTRUCTION ENTRANCE TC -1 i1 I I 0 a CALTRANS - MATERIAL DELIVERY & STORAGE W -z CAL7RANS - MATERIAL USE X X -3 CAL7RANS - STOCKPILE MANAGEMENT ( -4 CAL TRANS - SPILL PREVEN77ON & POLLUTION CONTROL ( W" I CAL7RANS - SOLID WASTE MANAGEMENT ,.I j I I -B CALTRANS - HAZARDOUS WASTE MANAGEMENT i ' CALTRANS - CONCRETE WASTE MANAGEMENT CALTRANS - SANITARY /SEPTIC WASTE MANAGEMENT e J� I I �`I GRAVEL BAG BERM I EROSION CONTROL NOTE: f � PER SC -6 �, , j CONSTRUCTON FENCING O I + 1 ~~ J L \ \ FOR INACTIVE AREAS OF CONSTRUCTION "'I I i I CONTRACTOR SHALL PROVIDE SOIL STABILIZA71ON BMPS TO ANY CONSTRUCTION FENCING LOT LINE I Q C I AREAS OF CONSTRUCTION THAT HAVE BEEN DIS77JRBED (INCLUDING FLAT- GRADED AREAS) AND ARE NOT SCHEDULED TO BE RE- DISTURBED FOR AT LEAST 14 DAYS SOME OF THE SOIL STABILIZA71ON BMPS THAT CAN BE UTILIZED, j i I I r CONTRACTOR LAYDOWN AREA. FOR BEST MANAGEMENT r'' x ` AND CAN BE USED IN CONJUNC71ON WITH EACH OTHER, OR USED I I WITH 07NER SOIL STABILIZA71ON AND SEDIMENT CONTROL BMPS TO PRACTICES (BMPS) TO BE f REDUCE EROSION AND SEDIMENT AND POLLU71ON TRANSPORT ARE: USED BUT NOT SHOWN, SEE LEGEND ABOVE - HYDRAULIC MULCH (SS -3) i - HYDROSEEDING (SS -4) - SOIL BINDERS (SS -5) GRAVEL BAG BERM STRAW MULCH SS -6 PER SC -6 - ( ) j - ROLLED EROSION CONTROL PRODUCTS (SS -7) I ww 4 ww -z X - WOOD MULCH (SS -8) L / CONSTRUCTION FENCING f .1,5 N A W -3 Nw-I I V MIEN PLAN71NG OR HYDROSEEDING METHODS ARE ,PER SC-6 AG BERM n X 0 NOW 9 a: CONNSIRUCTION FENCING ` EROSION CONTROL, SHED VE ETA7WRCOVERIF MUST N THE PLANTED OFDIHE CITY % I I 11 1 k ! INSPECTOR THE VEGETATIVE COVER IS NOT ESTABLISHED BY OCTOBER 1ST, ADD17IONAL HYDRAULIC OR PHYSICAL EROSION CONTROL BMPS WILL BE __......... _ k L REQUIRED. X � QgOFESS /ONy p Q S Y y o l �� I' ROW � GRAVEL BAG BERM r - - - -- - -- — — —' 4 PER SC -6 I STABILIZED CONSTRUCTION ENTRANCE PER TC -1 No. 67697 z X .GRAVEL BAG BERM *Z C/10/YN �* O 15 30 60 90 PER 6 CIVIL (IN FEET) / 1 inch = 30 ft. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN 13Y: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. J DESCRIPTION, MONUMENT 1030 - WELL MONUMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: AP D IMPROVEMENT PLAN FOR LOCATION: AT THE CENTER OF A CUL-DE-SAC AT THE �. Q'�/,: SENIOR CENTER ACCESSIBILITY IMPROVEMENTS �+ NORTH END OF OAK CREST PARK DRIVE AT THE SI -125 Lvv ENTRANCE TO OAK CREST MIDDLE SCHOOL. MY A s-` ` J!y CITY E GI R APN 259 - 320 -10 RECORD FROM: ROS 18416 C� ((. UAW 111312,020 NICK PSYHOGIOS /� R ELEVATION: 388.479 DATUM: NAVD88 ENGINEER'S NAM DATE NAME DATE WORK ORDER NO: CF18A SHEET 11 OF 12 H: \1500 \1525.50 -City of Encinitas -Senior Center ADA Improvements \Engineering \Plans \Precise \1525.00 IP- 11.dwg ig • w O O oLL z E, z � O w'D U) 00 wCo ¢ LLJNLL �rn coHUrMi W w O O 0onw n D_� F (0z00 J 0) C/5 l I x O LL o co O Z � O O ro w 'D U) OD LL, r Q LU N LL 0) F U)CJm Lp w0 o m W LO (p Z oro rnU)00