The URL can be used to link to this page

2019-124 SI (Plans)GENERAL RIGHT -OF -WAY NOTES 1. NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CITY RIGHT -OF -WAY WITHOUT THE FULL KNOWLEDGE OF THE ASSIGNED CITY INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS ADVANCE ON TICE OF THE INITIATION OF PERMITTED USE AT (760) 633 -2796 OR 633 -2797, OR AS STATED ON THE PERMIT. 2. AT LEAST 48 HOURS PRIOR TO STARTING WORK, UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED FOR LOCATION OF UNDERGROUND UTILITIES AT 1- 800 - 422 -4133. THE PROPOSED DIG AREA MUST BE MARKED IN WHITE PAINT PRIOR TO CONTACTING (USA). 3. ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A VALID CALIFORNIA CONTRACTOR'S LICENSE OF THE APPROPRIATE CLASS. 4. ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE SUBJECT TO AN APPROVED TRAFFIC FLAGGED AND BARRICADED TO THE SATISFACTION OF C CONTROL PLAN AND SHALL BE THE CITY INSPECTOR IN COMPLIANCE WITH THE "WORK AREA TRAFFIC CONTROL HANDBOOK ", LATEST EDITION PUBLISHED BY BUILDING NEWS, INC. IN THE EVENT THAT THE INSPECTOR DETERMINES PROPER TRAFFIC CONTROL IS NOT IN PLACE, ALL WORK SHALL CEASE AND PERMITTEE AUTHORIZES THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE TO ORDER, ON THE RENTAL BASIS, SUCH TRAFFIC CONTROL DEVICES AS SHALL BE NECESSARY AND PROPER TO PROTECT THE PUBLIC SAFETY AND FURTHER AGREES TO PAY ANY AND ALL COSTS AND CHARGES THAT THE CITY MAY INCUR IN PROVIDING SAID TRAFFIC CONTROL. 5. APPLICANT AGREES THAT IT SHALL BE HIS RESPONSIBILITY TO PROVIDE THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER AGENT RESPONSIBLE FOR CONSTRUCTION OF PERMITTED WORKS WITHIN THE CITY RIGHT -OF -WAY, WITH A COPY OF THE PERMIT INCLUDING THESE STANDARD CONDITIONS AND A COMPLETE SET OF APPROVED PLANS. THE PERMIT, PLANS AND WORK AREA TRAFFIC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE PERMIT SITE WHENEVER WORK IS IN PROGRESS. 6. PERMITTED WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY SPECIFICATIONS AND APPROVED PLANS, SUBJECT TO INSPECTION AND APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. CERTIFICATION FOR ALL MATERIALS AND WORK, INCLUDING COMPACTION TESTS, SHALL BE FURNISHED BY THE APPLICANT UPON REQUEST BY THE CITY INSPECTOR. PAYMENT FOR ANY COMPACTION TESTING SHALL BE BY THE PERMITTEE. CERTIFICATION SHALL BE MADE BY A CERTIFIED TESTING AGENCY OR FIRM ACCEPTABLE TO THE CITY. 7. NO WORK WITHIN THE PUBLIC RIGHT -OF -WAY IS PERMITTED ON SATURDAYS, SUNDAYS, OR HOLIDAYS. ANY DEVIATION FROM THE WORK SCHEDULE PRESENTED IN THESE CONDITIONS MUST RECEIVE PRIOR, WRITTEN APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. ANY QUESTIONS REGARDING DAYS CITY HALL IS CLOSED, CALL (760) 633 -2770. 8. NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROADS, SHALL BE STARTED BEFORE 7:30 A.M. OR CONTINUE AFTER 5:00 P.M. ON WEEKDAYS. 9. NO WORK SHALL BEGIN BEFORE 9:00 A.M. OR CONTINUE AFTER 3:00 P.M. ON PRIME ARTERIALS AND OTHER MAJOR ROADS, UNLESS AUTHORIZED ON THE PERMIT BY THE CITY ENGINEER. ALL WORK ON PRIME ARTERIALS AND OTHER MAJOR ROADS, ALL AS SHOWN ON THE CIRCULATION ELEMENT OF THE CITY'S GENERAL PLAN, WILL REQUIRE A TRAFFIC CONTROL PLAN ACCEPTABLE TO THE CITY TRAFFIC ENGINEER WHOSE OFFICE CAN BE CONTACTED AT (760) 633 -2704. 10. THE ROADWAY SHALL BE CLEAN AND FREE OF ALL OBSTRUCTIONS AND COMPLETELY OPEN TO TRAFFIC AT THE END OF EACH WORKING DAY. (NO LATER THAN 3:00 P.M. ON MAJOR ROADS, DEFINED HEREIN.) 11. TWO -WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. MINIMUM TRAVEL LANE WIDTH FOR MOTOR VEHICLES SHALL BE 12 FEET. IF STREET WIDTH PREVENTS MAINTAINING TWO -WAY TRAFFIC, PERMITTEE AND DIRECTOR OF ENGINEERING SERVICES SHALL AGREE ON AN ADEQUATE TRAFFIC CONTROL PLAN PRIOR TO STARTING WORK, WHICH SHALL INCLUDE THE USE OF A FULL -TIME FLAGMAN. 12. ALL EXCAVATIONS IN EXISTING PAVEMENT SHALL BE SAW CUT TO NEAT LINES AND AC REPLACEMENT SHALL BE MADE TO THE SATISFACTION OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 13. OPEN TRENCH MUST BE BACKFILLED AND CAPPED WITH AT LEAST 2" OF COLD MIX ASPHALT OR METAL PLATED ACCORDING TO CITY SPECIFICATIONS DURING NON- WORKING HOURS. METAL PLATES ARE REQUIRED TO HAVE COLD MIX ASPHALT RAMPS ON ALL (4) SIDES AND MUST BE MAINTAINED. REFER TO THE CITY'S STANDARD DRAWING DATED JULY 31, 1990. 14. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. REFER TO THE CITY'S STANDARD DRAWING DATED SEPTEMBER 30, 1996. 15. NO TUNNELING UNDER CURB AND GUTTER OR OTHER IMPROVEMENTS SHALL BE PERMITTED. IMPROVEMENTS SHALL BE REMOVED AND REPLACED JOINT TO JOINT. 16. TWO SACK SAND - CEMENT SLURRY MIX SHALL BE REQUIRED AS BACKFILL ON ALL LATERAL EXCAVATIONS WITHIN PRIME ARTERIALS, MAJOR ROADS AND COLLECTORS AS WELL AS ALL LOCATIONS WHERE THE INSPECTOR DEEMS THE NATIVE MATERIAL TO BE UNACCEPTABLE FOR USE AS BACKFILL. 17. CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL AND DEBRIS FROM DEPOSITING IN GUTTERS, STREETS AND STORM DRAINS. NO WASHING OUT OF MIXERS OR CONCRETE PUMPS WILL BE ALLOWED ON CITY STREETS. VIOLATIONS WILL BE REFERRED FOR NPDES ENFORCEMENT AND PENALTIES. 18. ANY ROADWAY STRIPING OR MARKINGS DAMAGED OR REMOVED DURING THE OPERATIONS OF THIS PERMIT SHALL BE MATCHED AND REPLACED BY THE APPLICANT USING THE LATEST EDITION OF STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR PAINT OR THERMOPLASTIC, ALL TO THE SATISFACTION OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 19. ALL CONCRETE WORK SHALL BE TRANSIT MIXED AND CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, SECTION 201, AND BE APPROVED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 20. TRENCHING FOR INSTALLATIONS ACROSS ANY INTERSECTING ROADWAY OPEN TO TRAFFIC SHALL BE PROGRESSIVE. NOT MORE THAN HALF OF THE WIDTH OF A TRAVELED ROADWAY SHALL BE DISTURBED AT ONE TIME, AND THE REMAINING WIDTH SHALL BE KEPT OPEN TO TRAFFIC BY BRIDGING OR BACKFILLING. 21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO THE ROADWAY SHALL BE PLACED AT LEAST FIVE (5) FEET FROM THE EDGE OF THE PAVEMENT OR GRADED TRAVELED ROADWAY, UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE CITY ENGINEER. THE SHALLOWEST PORTION OF ANY PIPELINE OR OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN THIRTY (30) INCHES BELOW THE ROADWAY, SURFACE. 5620 FRIARS ROAD • SAN DIEGO, CA 92110 . 619.291.0707 (FAX)619.29 6S ENGINEERING COMPANY r i c k e n g i n e e r i 66"m co m San Diego Riverside - Orange - San Luis Obispo - Denver - Sacramento - Phoenix - Tucson :HANGE NO. DESCRIPTION I APPROVED DATE R: \18413_Encinitas -ADA \Civil \Sheets \18413 - imp -01- title.dwg, 10/2/2019 3:25 PM STREET IMPROVEMENT PLANS FOR: ENCINITAS ADA &GREEN STREET IMPROVEMENTS MORNING SUN DRIVE AND WOODSIDE LANE LEGEND BENCHMARK THE BASIS OF ELEVATIONS FOR THIS SURVEY IS THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29) AND ARE BASED ON GPS STATION NO. 1008 STAMPED "CLSB -006 L.S. 6215 PER ROS 18416, BEING A FOUND 2.5" BRASS DISK IN SOUTH CURB OF CALLE ACERVO AT THE WEST END OF THE WEST CURB RETURN OF THE EAST DRIVEWAY OF ELEMENTARY SCHOOL. 0.1 MILES NORTHEAST OF RANCHO SANTA FE ROAD. ELEVATION: 218.28, , VERT. DATUM: ' NGVD29 HORIZ. DATUM: CCS83 (1991.35) ZONE 6 BASIS OF COORDINATES THE BASIS OF BEARINGS AND COORDINATES FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS83) ZONE 6, NAD83 (EPOCH 1991.35) BASED UPON THE GRID BEARING BETWEEN GPS STATIONS NO. 1008 AND 1020, AND IS DETERMINED BY GPS MEASUREMENTS TAKEN ON OCTOBER 19, 2018, BOTH STATIONS HAVING A COORDINATE VALUE OF FIRST ORDER ACCURACY PER RECORD OF SURVEY 18416. STATION NO. 1008 FOUND 2.5" BRASS DISK STAMPED "CLSB -006 L.S. 6215 ", LOCATED IN SOUTH CURB OF CALLE ACERVO AT THE WEST END OF THE WEST CURB RETURN OF THE EAST DRIVEWAY OF ELEMENTARY SCHOOL, 0.1 MILES NORTHEAST OF RANCHO SANTA FE ROAD. N: 1967966.069 E: 6258842.679 ELEV: 218.28 CGF: 0.99996021 CONVERGENCE: - 0'32'35.358" =CT ION VICINITY MAP NO SCALE =CT LOCATION MORNING SUN DRIVE AND WOODSIDE LANE, ENCINITAS, CALIFORNIA 92024 EXISTING STANDARD DWG. RIGHT OF WAY ........................................... ............................... LOTLINE .................................................... ............................... EXIST. WATER MAIN .................................... ............................... `EXIST. SEWER MAIN ................................... ............................... EX. STORM DRAIN ...................................... ............................... EX. STORM DRAIN CLEANOUT .................... ............................... DRIVEWAY .................. .........................SDRSD' G- 14B .......... ...... STORM DRAIN > 8" .................................. ............................... CURB AND GUTTER ... ..........................SDRSD G- 2.................. TYPE A -4 C. O .......... ..........................SDRSD D- 9.................. PROPOSED PCC SIDEWALK .................SDRSD G- 7................... BIORETENTION AREA (PVT.) ..... SEE DETAILS SHT. 11 .............. VEGETATED SWALE (PVT.) ........ SEE DETAILS SHT. 11 .............. GRAVEL ......... ...........................SEE LANDSCAPE PLANS............ 2.5" ASPHALT GRIND AND OVERLAY .......... ............................... CURB RAMP TYPE A ..........................SDRSD G- 27.................. CURB RAMP TYPE C ..........................SDRSD G- 29.................. TRAFFIC SIGN .......................................... OM1- 1 ..................... .. PCC STEP OUT ZONE .........................SDRSD G- 7................... 2" WATER LATERAL ........................OMWD STD. B- 1.2.............. i, // � \\ W ABBREVIATIONS A AB AC AVE BC BC BL CDS C &G CL DOC DWG EC EP EX EXIST FC FG FL FS GB GL IE LT LTL MAX MB MH MIN MOD NO NTS PIP PL PROP R REC RSGV RT RTL RW R/W S SD SDRSD ST SWK TC TDS TL TW TYP WM 2" WATER METER ...........................OMWD STD. B- 1.2.............. O WV PROJECT DRAWINGS & SPECIFICATIONS THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO GENERAL RIGHT -OF -WAY NOTES (CONT'D) STATION NO. 1020 FOUND 2.5" CITY OF ENCINITAS BRASS DISK STAMPED "ENC -20 L.S. 7322" LOCATED IN THE 32. ALL SUBSURFACE UTILITIES SHALL BE ACCURATELY SHOWN ON THE APPLICANTS SITE PLAN FOR SOUTHWEST CORNER OF CONCRETE PEDESTAL FOR FIRE HYDRANT ON THE EAST SIDE OF THOSE EXCAVATIONS IN EXCESS OF 250 LINEAR FEET, TRAVERSING SIGNALIZED INTERSECTIONS, CROSSING RANCHO SANTA FE ROAD AND 100 FEET SOUTH OF EL CAMINO DEL NORTE. INTERCONNECT WIRES, OR OTHERWISE WHERE THE CITY ENGINEER HAS A SPECIAL CONCERN. N: 1963143.331 (CALTRANS) STANDARD PLANS " E: 6260364.873 33. PAVEMENT CUTS IN STREETS REHABILITATED OR NEWLY CONSTRUCTED WITHIN THE PAST TWO YEARS GENERAL RIGHT -OF -WAY NOTES (CONT'D) SHALL BE CATEGORICALLY DENIED. (A). WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS 34. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED ALLOW, ALL PIPES' AND CONDUITS LAID PARALLEL TO EXISTING UTILITIES SHALL MAINTAIN A OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A SUPPLEMENTAL TO MUTCD LICENSED LAND SURVEYOR. MINIMUM SEPARATION OF THREE (3) FEET MEASURED FROM THE NEAREST EDGE OF THE FACILITY. OR IF THE CITY ANY DEVIATION FROM THIS REQUIREMENT IS NOT ALLOWED UNLESS APPROVED BY THE CITY 35. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR DETAILS WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING 22. ALL EXCAVATED MATERIAL SHALL BE CAST AWAY FROM THE IMPROVED PORTION OF THE HIGHWAY. CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS, OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE SHALL BE REMOVED FROM THE RIGHT -OF -WAY. THE ROADWAY SHALL BE LEFT IN NEAT AND HORIZONTAL CONTROL SHEETS ORDERLY CONDITION. TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CAUSE THE REPAIR TO OCCUR; AND THE PERMITTEE SHALL BE CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF 23. ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE AND APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS. PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 24. ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE KEPT 36. THE TRAFFIC LOOPS SHALL BE REPLACED WITHIN 3 DAYS OF COMPLETING WORK IN THE AREA TO OPEN TO TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. CURRENT CALTRANS STANDARD TO DETECT BICYCLES PER TRAFFIC OPERATIONS POLICY DIRECTIVE 09 -06 COMPUTED BY THE OF DEVELOPMENT SERVICES DIRECTOR. AT NO COST TO THE CITY. 25. CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF THE ROADWAY SHALL BE REMOVED BY HAND SCRAPING, WASHING AND SWEEPING, OR BY ANY OTHER METHOD WHICH WILL LEAVE A MONUMENT PRESERVATION CERTIFICATION CLEAN NON -SKID SURFACE WITHOUT IMPAIRING, DAMAGING OR LOOSENING THE SURFACE. 10 BASIN & CUL -DE -SAC TC PROFILES THE PERMITTEE SHALL BE RESPONSIBLE FOR THE COST OF REPLACING ALL SURVEY I 26. PERMITTEE SHALL COMPLY WITH ANY AND ALL DIRECTIVES ISSUED BY THE CITY ENGINEER OR HIS MONUMENTS DESTROYED BY CONSTRUCTION. IF A VERTICAL CONTROL MONUMENT IS TO BE DULY AUTHORIZED REPRESENTATIVE IN ORDER TO PREVENT DUST OR OTHER MATERIALS FROM DISTURBED OR DESTROYED, THE CITY OF SAN DIEGO FIELD SURVEY SECTION SHALL BE BECOMING A NUISANCE OR ANNOYANCE. NOTIFIED IN WRITING AT LEAST 7 DAYS PRIOR TO CONSTRUCTION. 27. TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED STREETS E3 THE TYPE OF CONSTRUCTION WILL NOT AFFECT ANY SURVEY MONUMENTS IMMEDIATELY AFTER BACKFILLING. AFTER COMPLETION OF THE REFILLING AND COMPACTING OF THE BACKFILL MATERIAL IN THE EXCAVATION, ALL AS SPECIFIED IN THE STANDARD DRAWING DATED WILL BE SEPTEMBER 30, 1996, AND THE REMOVAL OF OBSTRUCTION(S), THE PERMITTEE SHALL PROMPTLY NAME P.L.S. NO. EXP. DATE REPLACE WITH TEMPORARY OR PERMANENT PATCHING MATERIAL, OR REPAIR ANY PORTION OF THE CONSTRUCTION. HIGHWAY SURFACE REMOVED OR DAMAGED BY THE EXCAVATION, OBSTRUCTION, OR CONSTRUCTION PRIOR TO PERMIT ISSUANCE, THE PERMITTEE SHALL RETAIN THE SERVICE OF A PROFESSIONAL OPERATIONS, ALL TO THE SATISFACTION OF THE CITY ENGINEER, AND AS SPECIFIED ELSEWHERE LAND SURVEYOR OR CIVIL ENGINEER AUTHORIZED TC PRACTICE LAND SURVEYING WHO WILL BE HEREIN. THE CITY ENGINEER MAY, AT HIS OPTION, ELECT TO DO THE SURFACING OR REPAIRING RESPONSIBLE FOR MONUMENT PRESERVATION AND SHALL PROVIDE A CORNER RECORD OR HIMSELF; IN SUCH CASE, THE PERMITTEE SHALL BEAR THE COST OF SUCH WORK. TEMPORARY RECORD OF SURVEY TO THE COUNTY SURVEYOR AS REQUIRED BY THE PROFESSIONAL LAND PATCHING MATERIAL MAY BE LEFT IN PLACE FOR UP TO 30 DAYS, BUT MUST BE CONTINUALLY SURVEYORS ACT, SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE OF THE STATE OF CALIFORNIA, IF APPLICABLE. MAINTAINED. I HAVE INSPECTED THE SITE AND DETERMINED THAT: 28. WHERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR OTHER TYPE OF SURFACE HAS BEEN REMOVED BY OTHERS, THE PERMITTEE SHALL REPLACE IT WITH A STANDARD O NO SURVEY MONUMENTS WERE FOUND WITHIN THE LIMITS OF WORK BACKFILL R REPAIR SECTION SHALL BE ONE REPAIR OF FOUR 4 INCHES AC OVER APPROVED B LL 0 N TIED OUT AND A SURVEY MONUMENTS HAVE BEEN FINAL OR PARCEL MAP WILL BE FILED (1) INCH AC GREATER THAN EXISTING STRUCTURAL SECTION, WHICHEVER IS GREATER. REFER TO O A PRE - CONSTRUCTION CORNER RECORD FOR SURVEY MONUMENTS FOUND WITHIN THE THE MOST CURRENT STANDARD DRAWING. REPAIRS TO PCC PAVEMENT SHALL BE MADE PURSUANT LIMITS OF WORK HAS BEEN FILED. TO THE SPECIFICATIONS OF THE ASSIGNED ENGINEERING INSPECTOR. CORNER RECORD # ----- ®------ OR RECORD OF SURVEY #__________ EXISTING STANDARD DWG. RIGHT OF WAY ........................................... ............................... LOTLINE .................................................... ............................... EXIST. WATER MAIN .................................... ............................... `EXIST. SEWER MAIN ................................... ............................... EX. STORM DRAIN ...................................... ............................... EX. STORM DRAIN CLEANOUT .................... ............................... DRIVEWAY .................. .........................SDRSD' G- 14B .......... ...... STORM DRAIN > 8" .................................. ............................... CURB AND GUTTER ... ..........................SDRSD G- 2.................. TYPE A -4 C. O .......... ..........................SDRSD D- 9.................. PROPOSED PCC SIDEWALK .................SDRSD G- 7................... BIORETENTION AREA (PVT.) ..... SEE DETAILS SHT. 11 .............. VEGETATED SWALE (PVT.) ........ SEE DETAILS SHT. 11 .............. GRAVEL ......... ...........................SEE LANDSCAPE PLANS............ 2.5" ASPHALT GRIND AND OVERLAY .......... ............................... CURB RAMP TYPE A ..........................SDRSD G- 27.................. CURB RAMP TYPE C ..........................SDRSD G- 29.................. TRAFFIC SIGN .......................................... OM1- 1 ..................... .. PCC STEP OUT ZONE .........................SDRSD G- 7................... 2" WATER LATERAL ........................OMWD STD. B- 1.2.............. i, // � \\ W ABBREVIATIONS A AB AC AVE BC BC BL CDS C &G CL DOC DWG EC EP EX EXIST FC FG FL FS GB GL IE LT LTL MAX MB MH MIN MOD NO NTS PIP PL PROP R REC RSGV RT RTL RW R/W S SD SDRSD ST SWK TC TDS TL TW TYP WM 2" WATER METER ...........................OMWD STD. B- 1.2.............. O WV PROJECT DRAWINGS & SPECIFICATIONS THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING DOCUMENTS: 1. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( "GREENBOOK ") 3. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS " 4. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD SPECIFICATIONS 5. MANUAL UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2 6. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL TO MUTCD 7. OLIVENHAIN WATER DISTRICT STANDARD DRAWINGS OR IF THE CITY 8. OLIVENHAIN WATER DISTRICT STANDARD SPECIFICATIONS AND DRAWINGS NOTIFICATIONS 3 DETAILS AREA AGGREGATE BASE ASPHALT CONCRETE AVENUE BACK OF CURB BEGIN CURVE BIKE LANE CUL -DE -SAC CURB & GUTTER CENTERLINE DOCUMENT DRAWING END CURVE EDGE OF PAVEMENT EXISTING EXISTING FACE OF CURB FINISHED GRADE FLOW LINE FINISHED SURFACE GRADE BREAK GUTTER LIP INVERT ELEVATION LEFT LEFT TURN LANE MAXIMUM MAILBOX MANHOLE MINIMUM MODIFIED NUMBER NOT TO SCALE PROTECT IN PLACE PROPERTY LINE PROPOSED RADIUS RECORDED RESILIENT SEAT GATE VALVE RIGHT RIGHT TURN LANE RECYCLED WATER RIGHT -OF -WAY SLOPE STORM DRAIN SAN DIEGO REGIONAL STANDARD DRAWINGS STREET SIDEWALK TOP OF CURB TOP OF DROP STRUCTURE THROUGH LANE TOP OF WALL TYPICAL WATER METER WATER VALVE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. A. SEWERS - LWD - (760)753 -0155 B. GAS & ELECTRIC - SDGE - (760)438 -6200 C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT - (760)753 -6466 D. TELEPHONE - SBC BELL - (760)- 489 -3411 E. CABLE TV - COX COMMUNICATIONS (760)806 -9809 X -2233 F. RECLAIMED WATER - SAN ELIJO JPA 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)-633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION pF ESS/ AND REMOVAL. �QF, Oy9 IMPERVIOUS AREA �� ore. ED�,� IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0.61 AC �� X61 IMPERVIOUS AREA AFTER CONSTRUCTION: 0.69 AC Q o z INCREASE IN IMPERVIOUS AREA: 0.08 AC No z m �-' .7651 9 rT' IMPERVIOUS AREA REPLACED: 0.61 AC SHEET INDEX s�� CIVIL In ^ l 0 F OF A F 31. ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN THE FIELD BY THE NAME ASSIGNED ENGINEERING INSPECTOR, ACTING AS THE DULY AUTHORIZED AGENT OF THE CITY ENGINEER. A THOROUGH EXAMINATION OF THE SUBSURFACE CONDITIONS IS A PREREQUISITE. THE APPLICANT SHALL IDENTIFY THE BORE METHOD ON THE PERMIT APPLICATION EITHER AS AUGER, HAMMER, HYDRAULIC, ETC., AND SHOW THE BORE PITS. GROUTING AND INTERMEDIATE BORE PITS MAY BE REQUIRED. PUBLIC WORKS I PLANNING DIVISION BENCHMARK SEE SHEET 1 INEEIY'S NAME ILT APPROVALS LIS DATE P. lb- DAT' P.L.S. NO. 14 BMP CROSS- SECTIONS RECORDED ON 15 -17 DRIVEWAY DETAILS SHEETS EXP. DATE 18 STORM DRAIN PLAN AND PROFILE AS DOC. #: 19 -24 TRAFFIC CONTROL PLANS 25 -32 LANDSCAPE IRRIGATION SHEETS 33 -38 LANDSCAPE PLANTING SHEETS PARKS AND RECREATION LEUCADIA WASTEWATER DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE DEPARTMENT PUBLIC SEWER SYSTEM APPROVAL E BY LWD DISTRICT MANAGER r C33692 DE S. WILSO , PE RCE DATE SIGN DATE DEXTER WILSON ENGINEERING INC 06/30/2020 SIG DATE SIGN DATE PREPARED UNDER SUPERVISION OF 7 DATE: k01-7170 R.C.E. NO.: 76519 ON EDGINGTON EXP.:12 31 20 FIRM EXP. DATE ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. RECOMMENDED: APPROVED- TITLE SHEET FOR: %&., �� `,�J'-�,'�r ` ENCINITAS ADA & GREEN STREET MATTHE �. W DELSKI E� J. ME� IMPROVEMENTS $� -124 MORNING SUN DRIVE AND WOODSIDE LANE DATE -� DAT / WORK ORDER NO.: CS19B SHEET 'I OF 3 LX b 1 TITLE SHEET \C-AKON � EDGINGTON R.C.E. 76519 DATE 29. IF, AFTER THE REFILLING OF AN EXCAVATION, THE PERMITTEE FAILS OR REFUSES TO RESURFACE 2 NOTES OR REPAIR THAT PORTION OF THE SURFACE OF THE ROADWAY DAMAGED BY HIM, OR IF THE CITY NAME P.L.S. NO. EXP. DATE 3 DETAILS BMP PROJECT STATUS ENGINEER HAS ELECTED TO DO SUCH RESURFACING OR REPAIRING, THE CITY ENGINEER SHALL 4 -5 HORIZONTAL CONTROL SHEETS CAUSE THE REPAIR TO OCCUR; AND THE PERMITTEE SHALL BE CHARGED WITH THE COST THEREOF POST CONSTRUCTION CORNER RECORD 6 -9 IMPROVEMENT SHEETS COMPUTED BY THE OF DEVELOPMENT SERVICES DIRECTOR. O RECORD FOR SURVEY 10 BASIN & CUL -DE -SAC TC PROFILES PRIORITY STORM WATER TREATMENT FACILITIES TO BE MAINTAINED BY CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT IN ACCORDANCE WITH POST CONSTRUCTION CORNER MONUMENTS DESTROYED DURING 11 EROSION CONTROL 30. WHEN SHORING 1S REQUIRED, AN ENGINEERED DETAIL DRAWING WILL BE REQUIRED FOR APPROVAL CONSTRUCTION AND REPLACED AFTER CONSTRUCTION. 12 BMP SHEEP "STORM WATER QUALITY MANAGEMENT PLAN" BY THE CITY ENGINEER ALL OSHA REGULATIONS SHALL BE MET CORNER RECORD #_----------- OR RECORD OF SURVEY # _____- - - - - -- 13 ADA DETAILS SHEET 31. ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN THE FIELD BY THE NAME ASSIGNED ENGINEERING INSPECTOR, ACTING AS THE DULY AUTHORIZED AGENT OF THE CITY ENGINEER. A THOROUGH EXAMINATION OF THE SUBSURFACE CONDITIONS IS A PREREQUISITE. THE APPLICANT SHALL IDENTIFY THE BORE METHOD ON THE PERMIT APPLICATION EITHER AS AUGER, HAMMER, HYDRAULIC, ETC., AND SHOW THE BORE PITS. GROUTING AND INTERMEDIATE BORE PITS MAY BE REQUIRED. PUBLIC WORKS I PLANNING DIVISION BENCHMARK SEE SHEET 1 INEEIY'S NAME ILT APPROVALS LIS DATE P. lb- DAT' P.L.S. NO. 14 BMP CROSS- SECTIONS RECORDED ON 15 -17 DRIVEWAY DETAILS SHEETS EXP. DATE 18 STORM DRAIN PLAN AND PROFILE AS DOC. #: 19 -24 TRAFFIC CONTROL PLANS 25 -32 LANDSCAPE IRRIGATION SHEETS 33 -38 LANDSCAPE PLANTING SHEETS PARKS AND RECREATION LEUCADIA WASTEWATER DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE DEPARTMENT PUBLIC SEWER SYSTEM APPROVAL E BY LWD DISTRICT MANAGER r C33692 DE S. WILSO , PE RCE DATE SIGN DATE DEXTER WILSON ENGINEERING INC 06/30/2020 SIG DATE SIGN DATE PREPARED UNDER SUPERVISION OF 7 DATE: k01-7170 R.C.E. NO.: 76519 ON EDGINGTON EXP.:12 31 20 FIRM EXP. DATE ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. RECOMMENDED: APPROVED- TITLE SHEET FOR: %&., �� `,�J'-�,'�r ` ENCINITAS ADA & GREEN STREET MATTHE �. W DELSKI E� J. ME� IMPROVEMENTS $� -124 MORNING SUN DRIVE AND WOODSIDE LANE DATE -� DAT / WORK ORDER NO.: CS19B SHEET 'I OF 3 LX b OLIVENHAIN MUNICIPAL WATER DISTRICT GENERAL POTABLE WATER SYSTEM NOTES REQUIRED FOR SUBDIVISION IMPROVEMENT PLANS 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE- CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE: 800 - 227 -2600) 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4' MAXIMUM DEFLECTION PER COUPLING (2° PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICT'S REPRESENTATIVE. 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 3/4 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT. 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 25. ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS. ncKengine en n g.c 0 Denver - Sacramento - Phoenix - Tucson • r, EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DPW AT (760 633 -2992, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). 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 PERSONS 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 DEVICES 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 CREATE 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 SWEEPING OR OTHER MECHANICAL MEANS. 13. STANDBY CREWS SHALL BE ALERTED BY THE CONTRACTOR FOR EMERGENCY WORK DURING RAINSTORMS. 14. GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. A STANDBY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. 15. ALL UTILITY TRENCHES SHALL BE BACK FILLED WITHIN 24 HOURS AND MUST BE BACK FILLED BEFORE THE END OF WORK DAY IF A 40 PERCENT, OR GREATER CHANCE OF RAIN IS PREDICTED. 16. A GRAVEL BAG SILT BASIN OR TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. DATE I BENCHMARK SEE SHEET 1- AS -BUILT APPROVALS N 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 KEY MAP SCALE: 1 " =200' PLANS PREPARED UNDER CAR N EDGINGTON UPERVISION OF DATE: I p Zp ,y R.C.E. NO.: 76519 EXP.:12 31 20 ENGINEERING DIVISION APPROVALS RECOMMENDED: APPROVE : MATTHEW J. WIDELSKI EDWARD J. IMMER 10/2S12o19 l o ZS 201 DATE DAT TRAFFIC CONTROL NOTES 1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION (2014, REVISION 4) OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IJ CONFORMANCE WITH THE CURRENT EDITION OF THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE APPROVED TRAFFIC CONTROL PLAN DURING WORKING HOURS OF 7:30 AM TO 4:00 PM, MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AUTHORIZED. NO WORK THAT OBSTRUCTS NORMAL TRAFFIC FLOW WILL BE ALLOWED DURING THE HOURS OF 4:00 PM TO 7:30 AM AND AT ALL TIMES SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS. THE PROJECT SPECIFICATIONS AND /OR CONDITIONS OF TRAFFIC CONTROL PLAN APPROVAL MAY FURTHER LIMIT WORKING HOURS. 3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 4. ALL TRAVEL LANES WILL BE A MINIMUM OF 12 -FEET WIDE UNLESS OTHERWISE SHOWN. 5. TRENCHES SHALL BE BACK - FILLED OR STEEL - PLATED DURING NON -WORK HOURS. STEEL PLATES SHALL HAVE AN ASPHALTIC RAMP ON ALL EDGES, RECESSED AND FLUSH WITH ROAD SURFACE SECURELY SUPPORTED SO THEY WON'T ROCK AND A SIGN POSTED NEAR THE PLATES IDENTIFYING THE CONTRACTORS NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER. 6. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF PROPOSED POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO COMMENCING WORK. THE PROJECT SPECIFICATIONS MAY CONTAIN ADDITIONAL NOTIFICATION REQUIREMENTS THAT SHALL SUPERSEDE THIS REQUIREMENT. 7. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES DURING PROJECT CONSTRUCTION. IMPROVEMENT NOTES 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT OF -WAY AT NO COST TO THE CONTRACTOR. 2. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY AT NO COST TO THE CONTRACTOR. 3. ALL UNDERGROUND UTILITIES WITHIN THE RIGHT -OF WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OR BERM, CURB, CROSS GUTTER AND PAVING. 4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFORMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 5. THE CONTRACTOR SHALL ENFORCE ALL MEASURES. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN SAFETY DEVICES AS APPROVED BY THE CITY ENGINEER, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. 6. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONUMENTATION AND /OR ANY BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION SET BY A STATE OF CALIFORNIA LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE STATE OF CALIFORNIA LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER, AS REQUIRED BY THE LAND SURVEYORS ACT. 8. THE LOCATION OF EXISTING BUILDINGS SHOWN ON THESE PLANS ARE APPROXIMATE. 9. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE AND LOCATE ALL EXISTING SUBSURFACE UTILITIES, PRIOR TO THE START OF DEMOLITION OR CONSTRUCTION. ANY EXISTING UTILITIES THAT REQUIRE REMOVAL OR RELOCATION SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY AGENCY PRIOR TO THE BEGINNING OF CONSTRUCTION. IF DURING POTHOLING THE CONTRACTOR DISCOVERS A POTENTIAL CONFLICT BETWEEN PROPOSED UTILITIES AND EXISTING UTILITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY. THE CONTRACTOR SHALL ALLOW AMPLE TIME FOR REVISIONS TO BE MADE TO THE PLANS TO AVOID CONFLICTS PRIOR TO THE START OF UTILITY INSTALLATION. 10. THE CONTRACTOR SHALL REQUEST MARKOUT OF EXISTING UNDERGROUND UTILITIES BY CALLING THE LISTED REGIONAL NOTIFICATION CANTER FOR AN INQUIRY IDENTIFICATION NUMBER, AT LEAST (2) DAYS PRIOR TO START OF ANY CONSTRUCTION. GRADING NOTES 1. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRIENDLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 2. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER, AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 3. SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS, AND OTHER WATER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 4. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED AND HAULED OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF ALL DEBRIS 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. OF E SS /041 Epp F � z Q o No.76519 t} zY CIVIL �Q 'o r tot9 9TFOF CNO��? ARSON P. EDGINGTON R.C.E. 76519 DATE CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. NOTES SHEET FOR: ENCINITAS ADA & GREEN STREET SI -124 IMPROVEMENTS MORNING SUN DRIVE AND WOODSIDE LANE WORK ORDER NO.: CS19B I SHEET 2 OF 38 a 5620 FRIARS ROAD SAN DIEGO, CA 92110 619.291.0707 (FAX)619.291.4165 ENGINEERING COMPANY San Diego Riverside - Orange - San Luis :HANGE NO. DESCRIPTION ncKengine en n g.c 0 Denver - Sacramento - Phoenix - Tucson • r, EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DPW AT (760 633 -2992, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). 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 PERSONS 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 DEVICES 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 CREATE 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 SWEEPING OR OTHER MECHANICAL MEANS. 13. STANDBY CREWS SHALL BE ALERTED BY THE CONTRACTOR FOR EMERGENCY WORK DURING RAINSTORMS. 14. GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. A STANDBY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. 15. ALL UTILITY TRENCHES SHALL BE BACK FILLED WITHIN 24 HOURS AND MUST BE BACK FILLED BEFORE THE END OF WORK DAY IF A 40 PERCENT, OR GREATER CHANCE OF RAIN IS PREDICTED. 16. A GRAVEL BAG SILT BASIN OR TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. DATE I BENCHMARK SEE SHEET 1- AS -BUILT APPROVALS N 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 KEY MAP SCALE: 1 " =200' PLANS PREPARED UNDER CAR N EDGINGTON UPERVISION OF DATE: I p Zp ,y R.C.E. NO.: 76519 EXP.:12 31 20 ENGINEERING DIVISION APPROVALS RECOMMENDED: APPROVE : MATTHEW J. WIDELSKI EDWARD J. IMMER 10/2S12o19 l o ZS 201 DATE DAT TRAFFIC CONTROL NOTES 1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION (2014, REVISION 4) OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IJ CONFORMANCE WITH THE CURRENT EDITION OF THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE APPROVED TRAFFIC CONTROL PLAN DURING WORKING HOURS OF 7:30 AM TO 4:00 PM, MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AUTHORIZED. NO WORK THAT OBSTRUCTS NORMAL TRAFFIC FLOW WILL BE ALLOWED DURING THE HOURS OF 4:00 PM TO 7:30 AM AND AT ALL TIMES SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS. THE PROJECT SPECIFICATIONS AND /OR CONDITIONS OF TRAFFIC CONTROL PLAN APPROVAL MAY FURTHER LIMIT WORKING HOURS. 3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 4. ALL TRAVEL LANES WILL BE A MINIMUM OF 12 -FEET WIDE UNLESS OTHERWISE SHOWN. 5. TRENCHES SHALL BE BACK - FILLED OR STEEL - PLATED DURING NON -WORK HOURS. STEEL PLATES SHALL HAVE AN ASPHALTIC RAMP ON ALL EDGES, RECESSED AND FLUSH WITH ROAD SURFACE SECURELY SUPPORTED SO THEY WON'T ROCK AND A SIGN POSTED NEAR THE PLATES IDENTIFYING THE CONTRACTORS NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER. 6. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF PROPOSED POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO COMMENCING WORK. THE PROJECT SPECIFICATIONS MAY CONTAIN ADDITIONAL NOTIFICATION REQUIREMENTS THAT SHALL SUPERSEDE THIS REQUIREMENT. 7. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES DURING PROJECT CONSTRUCTION. IMPROVEMENT NOTES 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT OF -WAY AT NO COST TO THE CONTRACTOR. 2. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY AT NO COST TO THE CONTRACTOR. 3. ALL UNDERGROUND UTILITIES WITHIN THE RIGHT -OF WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OR BERM, CURB, CROSS GUTTER AND PAVING. 4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFORMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 5. THE CONTRACTOR SHALL ENFORCE ALL MEASURES. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN SAFETY DEVICES AS APPROVED BY THE CITY ENGINEER, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. 6. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONUMENTATION AND /OR ANY BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION SET BY A STATE OF CALIFORNIA LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE STATE OF CALIFORNIA LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER, AS REQUIRED BY THE LAND SURVEYORS ACT. 8. THE LOCATION OF EXISTING BUILDINGS SHOWN ON THESE PLANS ARE APPROXIMATE. 9. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE AND LOCATE ALL EXISTING SUBSURFACE UTILITIES, PRIOR TO THE START OF DEMOLITION OR CONSTRUCTION. ANY EXISTING UTILITIES THAT REQUIRE REMOVAL OR RELOCATION SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY AGENCY PRIOR TO THE BEGINNING OF CONSTRUCTION. IF DURING POTHOLING THE CONTRACTOR DISCOVERS A POTENTIAL CONFLICT BETWEEN PROPOSED UTILITIES AND EXISTING UTILITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY. THE CONTRACTOR SHALL ALLOW AMPLE TIME FOR REVISIONS TO BE MADE TO THE PLANS TO AVOID CONFLICTS PRIOR TO THE START OF UTILITY INSTALLATION. 10. THE CONTRACTOR SHALL REQUEST MARKOUT OF EXISTING UNDERGROUND UTILITIES BY CALLING THE LISTED REGIONAL NOTIFICATION CANTER FOR AN INQUIRY IDENTIFICATION NUMBER, AT LEAST (2) DAYS PRIOR TO START OF ANY CONSTRUCTION. GRADING NOTES 1. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRIENDLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 2. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER, AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 3. SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS, AND OTHER WATER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 4. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED AND HAULED OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF ALL DEBRIS 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. OF E SS /041 Epp F � z Q o No.76519 t} zY CIVIL �Q 'o r tot9 9TFOF CNO��? ARSON P. EDGINGTON R.C.E. 76519 DATE CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. NOTES SHEET FOR: ENCINITAS ADA & GREEN STREET SI -124 IMPROVEMENTS MORNING SUN DRIVE AND WOODSIDE LANE WORK ORDER NO.: CS19B I SHEET 2 OF 38 a LW WER NOTES 1. LWD AP L OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR M RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONS TION. 2. ALL DESIGNS, MATERIAL , D CONSTRUCTION WORK SHALL CONFORM TO LEUCADIA WASTEWATER DISTRICT (LWD) STANDARD SPECIFICAT AVAILABLE ON THE LWD WEBSITE, AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR IC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. THE EVENT OF CONFLICT, THE LWD SEWER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED CE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUM SPECIFIED IN SEWER NOTES 2 & 3 ON THE JOBSITE AT ALL TIMES. 5. NO WORK SHALL BE COMMENCED UNTIL ALL RIGHT -OF -WAY AND REQUIRED PERMITS HAVE BEEN OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND /OR APPROPRI GENCIES. 6. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE S OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGI 'S KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CA TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATIO OM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PR T THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES SHOWN. 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE ;LIMITS OF THIS PROJECT. 8. CONTRACTOR SHALL BE AWARE THAT LWD FACILITIES PROVIDE WASTEWATER CONVEYANCE, TREATMENT, AND DISPOSAL TO THE PUBLIC 24 HOURS A DAY, 365 DAYS A YEAR. THEREFORE, LWD OR THEIR CONTRACTORS MAY NEED ACCESS TO FACILITIES FOR OPERATIONS, MAINTENANCE, OR EMERGENCY REPAIR AT ANY TIME. THE CONTRACTOR WILL ENSURE THAT ACCESS TO THE FACILITIES IS MAINTAINED AT ALL TIMES (DURING CONSTRUCTION AND AT THE END OF EACH CONSTRUCTION DAY) AND SHALL NOT HINDER AND WOULD BE EXPECTED TO ASSIST WITH ACCESS WHILE WORKING AROUND LWD FACILITIES. 9. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT LWD FACILITIES AND STRUCTURES DURING CONSTRUCTION. SHOULD THE CONTRACTOR AT ANY TIME DAMAGE LWD OR PRIVATE SEWER LATERAL FACILITIES, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK, NOTIFY LWD, MINIMIZE AND CONTROL ANY SEWAGE SPILL AND REPAIR DAMAGED FACILITIES TO THE SATISFACTION OF THE LWD ENGINEER AT NO COST TO LWD INCLUDING INSPECTION AND ANY BYPASSING REQUIRED. DAMAGE CAUSED TO SEWER FACILITIES SHALL BE REPAIRED IN ACCORDANCE WITH ALL APPLICABLE LWD STANDARD SPECIFICATIONS AND DRAWINGS. SUBMIT FOR LWD APPROVAL PRIOR TO REPAIR. 10. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING SEWAGE SPILLS; CONTAINING ANY SEWAGE SPILLS; RECOVERY AND LEGAL DISPOSAL OF ANY SPILLED SEWAGE ARISING FROM ANY WORK ADJACENT TO LWD FACILITIES OR ALLOWING A SEWAGE SPILL OR FAILURE TO PREVENT A SEWAGE SPILL WHILE PERFORMING THE WORK. CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLEAN -UP COSTS AND PENALTIES ASSESSED TO THE DISTRICT AS A RESULT OF A SEWAGE SPILL CAUSED BY THE CONTRACTOR. 11. CONTRACTOR SHALL NOTIFY LWD A WEEK IN ADVANCE OF PLANNED CONSTRUCTION ACTIVITIES IN THE AREA OF WORK POTENTIALLY AFFECTING LWD SEWER FACILITIES. 12. CONTRACTOR SHALL NOTIFY LWD 48 HOURS PRIOR TO EXCAVATION OF SEWER UNDER CROSSINGS, OVERCROSSINGS, OR PARALLEL INSTALLATIONS WHERE SEWER MAY BE EXPOSED. wlrffd SCALE: 1"=10' MATCH EXISTING SAWCUT LINE SEE ASPHALT PAVEMENT AND SLURRY DETAIL THIS SHEET CA e EX. SEWER MANHOLE TO REMAIN, PIP TRENCH EXCAVATION LIMITS, PIPE BEDDING AND BACKFILL PER SDRSD WP -02 RESURFACING PER SDRSD G -24A AND G -24B /4 °/ EX. C NECT EW L B D / T. EXISTING PAVEMENT TO REMAIN 29 E"IETER AND BOX TO BE REMOVED ..: (SEE NOTE 30 24 EX. 3/4" WATER METER AND PnY TO PF RF1A0 \ /Fr) PPP R/W R/W S/0 52' -72' W I'il W 4.5' 5.5' 9- 5.5' 4.5' EX DWY Q o z U Z m w � No.76519 SAN DIEGO, CA 92110 -ate * zt SDWK PKWY 32' -52' LIMITS PKWY SDWK CIVIL (FAX)619.291.4165 OF AC MILLING ENGINEERING COMPANY rickengineering.com l0 7 2.5" MAX AC San Diego Riverside - Orange - San LuisObispo - Denver - Sacramento - Phoenix - Tucson CARSON P. EDGINGTON R.C.E. 76519 DATE CHANGE NO. DESCRIPTION APPROVED OVERLAY AT CL BENCHMARK AS -BUILT APPROVALS DESIGNED BY: I DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS 1.5% SLOPE VARIES 4% MAX[ 4% MAX DRAWING NO. VAR ES 1.5% LL::.a:._ MATCH EPER IPLAN MATCH EX DWY GRADE VOID SHEETS SEE NEW SHEET 3R AS - 1 5" MIN AC " EX 3 AC TO BE GRADES REMOVE EX AC BERM (TYP.); OVERLAY AT GUTTER MILLED 0.5' (TYP.) 1.5" MIN AC PROPOSED C & G AT NEW GRADE DETAILS FOR: OVERLAY AT GUTTER TYPICAL OVERLAY DETAIL MORNING SUN DRIVE SCALE: 1"=10' NOTE: ASPHALT SECTION THICKNESS VARIES BETWEEN CL AND EDGE OF GUTTER R/W 72' R/W SI 124 CL 4.5' 5.5' 2 2' 2' SAWCUT LINE 2' 2' 2' 5.5' 4 MATTHEW J:WIDELSKI EDJ. 9MER SDWK PKWY IMPROVEMENTS EXISTING PAVEMENT P SDWK 2 2019 TO REMAIN 1.5% SLOPE VARIES ENGINEER'S NAME DATE 2% MAX DATE DATE ZO/ > 2% MA _ 00 SHEET 3 OF 38 SLOPE VARIES 1.5% �- _ wlrffd SCALE: 1"=10' MATCH EXISTING SAWCUT LINE SEE ASPHALT PAVEMENT AND SLURRY DETAIL THIS SHEET CA e EX. SEWER MANHOLE TO REMAIN, PIP TRENCH EXCAVATION LIMITS, PIPE BEDDING AND BACKFILL PER SDRSD WP -02 RESURFACING PER SDRSD G -24A AND G -24B /4 °/ EX. C NECT EW L B D / T. EXISTING PAVEMENT TO REMAIN 29 E"IETER AND BOX TO BE REMOVED ..: (SEE NOTE 30 24 EX. 3/4" WATER METER AND PnY TO PF RF1A0 \ /Fr) PPP -�1" WATER METER OMWD STD. B -1.2 (SEE NOTE 1) __.. 1 i v 1 � � ii Fox = . EX. MAILBOX TO REMAIN, PIP E TO EX. R WD STD. D INSTALL 90° BEND 32 TYPE K COPPER WATER PIPE 3 3 ^ ^ WOODSIDE LANE WATER METER RELOCATION DETAIL SCALE: 1"=10' 36' - 2' 2' SAWCUT LINE 5.5' PKWY 4,5" SDWK R/W MATCH EXISTING GRADES PER SLURRY SEAL TYPE 2; J & GUTTER PER G -2 CONTINUE TO LIP OF GUTTER L =6' 4" AC OVER 6" CLASS II BASE 2" ASPHALT GRIND & OVERLAY WOODSIDE LANE ASPHALT PAVEMENT AND SLURRY DETAIL NTS Z� 0 4� Q. a / J z 4 4 TRENCH EXCAVATION LIMITS, PIPE BEDDING AND BACKFILL PER SDRSD WP -02 RESURFACING PER SDRSD 0-24A AND G -24B 14 ° t_ 1 � 1 I �, 00 ' . ABANDON 2" SERVICE PER OMWD (SEE / NOOTE t1) 1" WET TAP PER OMWD STD. B -1.2 (SEE NOTE 1) t EXISTING 8" ACP WATER PER DWG. NO 3579 -T 1 � r E t , a ` 1w It r...... N MORNING SUN DRIVE WATER RELOCATION DETAIL SCALE: 1"=10' NOTE: 1. CONTRACTOR TO FIELD VERIFY EX. WATER SERVICE AND METER SIZE AND NOTIFY ENGINEER SUFFICIENTLY PRIOR TO CONSTRUCTION TO VERIFY DESIGN AND DETAILS. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO EXCAVATION AND PROVIDE THIS INFORMATION TO THE ENGINEER OF WORK SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO THESE PLANS IF REVISIONS ARE NECESSARY DUE TO THE ACTUAL LOCATION OF EXISTING UTILITIES. TOP OF ROLLED CURB TO FRONT BE FLUSHED W/ EDGE OF SIDEWALK FS AND 6" C &G SIDEWALK TC /O BACK OF 6" C &G 30' FLOWLINE TYPE A ROLLED CURB 3" PVC CURB CORE PER SDRSD PER G -04A D -27 AND DETAIL BELOW CHECK DAM DE' FAIL 3" FL PER PLAN NTS TOP OF 6" C &G 3" PVC CURB CORE PER SDRSD D -27 FLOWLINE co -�- -J 0 CHECK DAM CURB CORE DETAIL NTS 21 ti S/0 W I'il W . 5620 FRIARS ROAD 4 Q o z U Z m w � No.76519 -�1" WATER METER OMWD STD. B -1.2 (SEE NOTE 1) __.. 1 i v 1 � � ii Fox = . EX. MAILBOX TO REMAIN, PIP E TO EX. R WD STD. D INSTALL 90° BEND 32 TYPE K COPPER WATER PIPE 3 3 ^ ^ WOODSIDE LANE WATER METER RELOCATION DETAIL SCALE: 1"=10' 36' - 2' 2' SAWCUT LINE 5.5' PKWY 4,5" SDWK R/W MATCH EXISTING GRADES PER SLURRY SEAL TYPE 2; J & GUTTER PER G -2 CONTINUE TO LIP OF GUTTER L =6' 4" AC OVER 6" CLASS II BASE 2" ASPHALT GRIND & OVERLAY WOODSIDE LANE ASPHALT PAVEMENT AND SLURRY DETAIL NTS Z� 0 4� Q. a / J z 4 4 TRENCH EXCAVATION LIMITS, PIPE BEDDING AND BACKFILL PER SDRSD WP -02 RESURFACING PER SDRSD 0-24A AND G -24B 14 ° t_ 1 � 1 I �, 00 ' . ABANDON 2" SERVICE PER OMWD (SEE / NOOTE t1) 1" WET TAP PER OMWD STD. B -1.2 (SEE NOTE 1) t EXISTING 8" ACP WATER PER DWG. NO 3579 -T 1 � r E t , a ` 1w It r...... N MORNING SUN DRIVE WATER RELOCATION DETAIL SCALE: 1"=10' NOTE: 1. CONTRACTOR TO FIELD VERIFY EX. WATER SERVICE AND METER SIZE AND NOTIFY ENGINEER SUFFICIENTLY PRIOR TO CONSTRUCTION TO VERIFY DESIGN AND DETAILS. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO EXCAVATION AND PROVIDE THIS INFORMATION TO THE ENGINEER OF WORK SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO THESE PLANS IF REVISIONS ARE NECESSARY DUE TO THE ACTUAL LOCATION OF EXISTING UTILITIES. TOP OF ROLLED CURB TO FRONT BE FLUSHED W/ EDGE OF SIDEWALK FS AND 6" C &G SIDEWALK TC /O BACK OF 6" C &G 30' FLOWLINE TYPE A ROLLED CURB 3" PVC CURB CORE PER SDRSD PER G -04A D -27 AND DETAIL BELOW CHECK DAM DE' FAIL 3" FL PER PLAN NTS TOP OF 6" C &G 3" PVC CURB CORE PER SDRSD D -27 FLOWLINE co -�- -J 0 CHECK DAM CURB CORE DETAIL NTS 21 ti S/0 ED0 n . 5620 FRIARS ROAD Q o z U Z m w � No.76519 SAN DIEGO, CA 92110 -ate * zt 619.291.0707 CIVIL (FAX)619.291.4165 ENGINEERING COMPANY rickengineering.com l0 7 San Diego Riverside - Orange - San LuisObispo - Denver - Sacramento - Phoenix - Tucson CARSON P. EDGINGTON R.C.E. 76519 DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: I DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. 7 VOID SHEETS SEE NEW SHEET 3R AS - P NS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: DETAILS FOR: DATE: L01-11 f9 N a V ENCINITAS ADA & GREEN STREET SI 124 SEE SHEET R.CE.NO.: 76519 MATTHEW J:WIDELSKI EDJ. 9MER IMPROVEMENTS 2 2019 MORNING SUN DRIVE AND WOODSIDE LANE ENGINEER'S NAME DATE CA ON EDGINGTON EXP.: 12 31 20 �� DATE DATE ZO/ WORK ORDER NO.: CS19B SHEET 3 OF 38 LWD SEWER NOTES 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. ALL DESIGNS, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO LEUCADIA WASTEWATER DISTRICT (LWD) STANDARD SPECIFICATIONS, AVAILABLE ON THE LWD WEBSITE, AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT, THE LWD SEWER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 & 3 ON THE JOBSITE AT ALL TIMES. 5. NO WORK SHALL BE COMMENCED UNTIL ALL RIGHT -OF -WAY AND OTHER REQUIRED PERMITS HAVE BEEN OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND /OR APPROPRIATE AGENCIES. 6. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES SHOWN. 7- APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 8. CONTRACTOR SHALL BE AWARE THAT LWD FACILITIES PROVIDE WASTEWATER CONVEYANCE, TREATMENT, AND DISPOSAL TO THE PUBLIC 24 HOURS A DAY, 365 DAYS A YEAR. THEREFORE, LWD OR THEIR CONTRACTORS MAY NEED ACCESS TO FACILITIES FOR OPERATIONS, MAINTENANCE, OR EMERGENCY REPAIR AT ANY TIME. THE CONTRACTOR WILL ENSURE THAT ACCESS TO THE FACILITIES IS MAINTAINED AT ALL TIMES (DURING CONSTRUCTION AND AT THE END OF EACH CONSTRUCTION DAY) AND SHALL NOT HINDER AND WOULD BE EXPECTED TO ASSIST WITH ACCESS WHILE WORKING AROUND LWD FACILITIES. 9. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT LWD FACILITIES AND STRUCTURES DURING CONSTRUCTION. SHOULD THE CONTRACTOR AT ANY TIME DAMAGE LWD OR PRIVATE SEWER LATERAL FACILITIES, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK, NOTIFY LWD, MINIMIZE AND CONTROL ANY SEWAGE SPILL AND REPAIR DAMAGED FACILITIES TO THE SATISFACTION OF THE LWD ENGINEER AT NO COST TO LWD INCLUDING INSPECTION AND ANY BYPASSING REQUIRED. DAMAGE CAUSED TO SEWER FACILITIES SHALL BE REPAIRED IN ACCORDANCE WITH ALL APPLICABLE LWD STANDARD SPECIFICATIONS AND DRAWINGS. SUBMIT FOR LWD APPROVAL PRIOR TO REPAIR. 10. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING SEWAGE SPILLS; CONTAINING ANY SEWAGE SPILLS; RECOVERY AND LEGAL DISPOSAL OF ANY SPILLED SEWAGE ARISING FROM ANY WORK ADJACENT TO LWD FACILITIES OR ALLOWING A SEWAGE SPILL OR FAILURE TO PREVENT A SEWAGE SPILL WHILE PERFORMING THE WORK. CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLEAN -UP COSTS AND PENALTIES ASSESSED TO THE DISTRICT AS A RESULT OF A SEWAGE SPILL CAUSED BY THE CONTRACTOR. 11. CONTRACTOR SHALL NOTIFY LWD A WEEK IN ADVANCE OF PLANNED CONSTRUCTION ACTIVITIES IN THE AREA OF WORK POTENTIALLY AFFECTING LWD SEWER FACILITIES. 12. CONTRACTOR SHALL NOTIFY LWD 48 HOURS PRIOR TO EXCAVATION OF SEWER UNDER CROSSINGS, OVERCROSSINGS, OR PARALLEL INSTALLATIONS WHERE, SEWER MAY BE EXPOSED. R/W I EX DWY SDWK PKWY (SLOPE 4 %, MAX 1.57 VARIES r— MATCH EX DWY GRADE -J REMOVE EX AC BERM (TYP.) PROPOSED C & G AT NEW GRAD 4.5" 5.5" SDWK PKWY (SLOPE VARIES 52' -72' CL 32' -52' LIMITS OF AC MILLING 2.5" MAX AC OVERLAY AT CL 4% MAX R/W 5� PKWY SDWK SLOPE VARIES 1.5% 1.5" MIN AC MATCH EXISTING OVERLAY AT GUTTER AC TO BE MILLED GRADES PER PLAN 0.5' (TYP.) 1.5' MIN AC E OVERLAY AT GUTTER TYPICAL OVERLAY DETAIL MORNING SUN DRIVE SCALE: 1"=10' NOTE: ASPHALT SECTION THICKNESS VARIES BETWEEN CL AND EDGE OF GUTTER 72' R/W 2' 2' SAWCUT LINE - �-��V� r EXISTING PAVEMENT TO REMAIN 2% MAX + r, + 2% MAX TYPICAL SECTION FOR WOODSIDE LANE SCALE: 1"=10' 2' 2' 2' 5.5' 4.5' PKWY SDWK SLOPE VARIES 1.57. SAWCUT LINE MATCH EXISTING SEE ASPHALT PAVEMENT AND SLURRY DETAIL THIS SHEET 01 EXISTING PAVEMENT TO REMAIN 2% MAX TOP OF ROLLED CURB TO FRONT BE FLUSHED W/ EDGE OF SIDEWALK FS AND 6" C &G SIDEWALK TC �O BACK OF 6" C &G 30" �9 ail FLOWLINE TYPE A ROLLED CURB 3" PVC CURB CORE PER SDRSD 36' R/W PER G -04A CHECK DAM DETAIL 3" F AND DETAIL BELOW 3" FL PER PLAN 2' 2' 6' 5.5' 4.5' NTS PKWY SDWK TOP OF 6" C &G 3" PVC CURB CORE PER SDRSD D -27 SAWCUT LINE MATCH EXISTING FLOWLINE SLOPE GRADES PER VARIES 1.5% PLAN) - `O 0 _ PROPOSED SIDEWALK r SLURRY SEAL TYPE 2; J PROPOSED PCC CURB CONTINUE TO LIP OF GUTTER L =6' &GUTTER PER G -2 4" AC OVER 6" CLASS II BASE 2" ASPHALT GRIND & OVERLAY WOODSIDE LANE ASPHALT PAVEMENT AND SLURRY DETAIL CHECK DAM CURB CORE DETAIL NTS S104' EDO F h 5 ¢ o z 5620 FRIARS ROAD U Z rTt w No.76519 . SAN DIEGO, CA 92110 619.291.0707 J� CIVIL (FAX)619.291.4165 �Q TF�F ENGINEERING COMPANY r i c k e n g i n e e r i n g. c o m San Diego Riverside - Orange - San LuisObispo - Denver - Sacramento - Phoenix - Tucson CARSON P. EDGINGTON R.C.E. 76519 DATE �A`F�� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN sY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. INI I IALb I INI I IALj - RUILTS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: DETAILS FOR: DATE: (0 15 2t ENCINITAS ADA & GREEN STREET ��_,�24 SEE SHEET C�i R.C.E. NO.: 76519 MATTHEW J. WIDELSKI EDWARD J. WIMMER IMPROVEMENTS l5 T� 1 MORNING SUN DRIVE AND WOODSIDE LANE ENGINEER'S NAME DATE C SON EDGINGTON EXP.: 12 31 22 DATE DATE WORK ORDER NO,: SHEET 3R OF 38 19 t SCALE: 1 " =40' 40 20 0 40 80 120 GRAPHIC SCALE: 1 =40' 67 66 Z .J I I �L 1 loftQ 2 If 4w 1 c CURB DATA TABLE CURVE # LENGTH BEARING DELTA / RADIUS CURB SIZE Cl 36.17' 043'33'28" 47.57' 6" CURB (G -01) C2 2.25' 064719'52" 2.00' 6" C &C (G -02)* C3 2.12' 060'44'23" 2.00' 6" C &G (G -02)* C4 15.48' 001'27'01" 611.77' 6" C &G (G -02)* C5 61.84' 005'47'29" 611.77' 6" C &G (G -02)* C6 2.19' 062'46'44" 2.00' 6" C &G (G -02)* C7 2.24' 000'12'33" 614.50' 1 6"'S. CURB 1 G -01) C8 123.69' 011'30'17" 616.00' 6' C &G G -02) C9 2.08' 059'34'39" 616.00' 6" C &G (G -02)* C10 2.06' 059'01'35" 2.00' 6" C &G (G -02)* C11 16.97' 001'35'29" 2.00' 6" C &G (G -02)* C12 53.21' 004'59'22" 611.03' 6" C &G (G -02)* C13 12.89' 001'12'33" 611.03' 6" C &G (G -02)* C14 2.47' 070'39'38" 2.00' 6" C &G (G -02)* C15 2.12' 000'11'46" 618.12' 6,. C &G (G -027 C16 21.44' 001'58'56" 619.62' 6" C &G (G -02) C17 44.90' 085'45'08" 30.00' 6" C &G (G -02) C18 46.51' 088'50'07" 30.00' 6" C &G (G -02) C19 110.27' 005'51'57" 1077.12' 6" C &G (G -02) C20 93.32' 010'08'30" 527.24' 6" C &G (G -02) C21 2.21' 063'14'24" 2.00' 6" C &G (G -02)* C22 2.21' 063'22'35" 2.00' 6" C &G (G -02)* C23 19.00' 001'50'55" 589.00' 6" C &G (G -02)* C24 3.00' 000'17'31" 589.00' 6" C &G (G -02) * C25 2.17' 062'08'03" 2.00' 6" C &G (G -02)* * DESIGNATED RED CURB AROUND BASIN AREAS CENTERLINE DATA TABLE LINE # /CURVE # LENGTH BEARING /DELTA RADIUS Cl 417.16' 039'50'10" 600.00' C2 100.21' 005'44'30" 1000.00' C3 108.32' 006'12'28" 999.71' C4 83.56' 015'57'30" 300.00' L1 47.97 N32'16'22 "W 1062.43' L2 216.77 N7'33'48 "E 001'20'32" L3 62.50 N19'35'48 "E 20.51' L4 493.81 N19'32'50 "E L1 L5 168.80 N35'30'20 "E 6" C &G (G -02)* I 0 CURB DATA TABLE CURVE # LENGTH BDELTA/ RADIUS CURB SIZE C26 2.16' 061'44'39" 2.00' 6" C &G (G -02)* C27 213.21' 020'55'05" 584.00' 6" C &G (G -02) C28 12.77' 005'24'41" 135.25' 6" C &G (G -02) C29 125.26' 006'45'19" 1062.43' 6" C &G (G -02) C30 14.65' 001'20'32" 625.50' 6" CURB (G -01) C31 20.51' 078'19'26" 15.00' 6" CURB (G -01) L1 29.43 N31'25'07 "W 1062.43' 6" C &G (G -02)* L2 4.41 N32'54'45 "E CHANGE NO. 6" C &G (G -02)* L3 2.00 S63'48'37 "W 6 "^ 8" CURB (G -01) L4 2.00 N6348'37 "E M* 6 " -8" CURB (G -01) L5 3.83 N83'1O'39"W 105.80 6" C &G (G -02)* L6 4.70 N50'52'48 "E 451.03 6" C &G (G -02)* L7 2.00 583'37'58 "W 6 ""8" CURB (G -Ot) L8 2.00 N83- 37'58 "E 6 "W'8" CURB (G -01) L9 2.00 S88- 37'19 "W x• 6 " URB (G -01) L10 2.00 N88'37'19 "E 6 " -8" CURB (G -01) L11 3.34 N70'38'30 "W 6" C &G (G -02)* L12 181.75 N7'33'48 "E 6" C &G (G -02) L13 0.91 S84'52'03 "E WORK ORDER NO.: CS19B MORNING SUN DRIVE AND WOODSIDE LANE 6" C &G (G -02) L14 2.00 S70'27'1 7 "W " CURB (G -01)* L15 2.00 N70'27'1 7 "E CURB (G -01)* L16 1.00 S42'58'41 "W 6" C &G (G -02)* L17 240.10 ST33'48 "W 6" C &C (G -02) C40 8.64' 000'48'34" 611.45' 6" C&'O (0 -02) C41 2.24' 000'12'31° 616.00' 60-80 CURB G -01 •# CURB DATA TABLE LINE CURVE # LENGTH B DA IN / RADIUS CURB SIZE C32 103.55' 005'30'29" 1077.12' 6" C &G (G -02) C33 21.19' 047'36'14" 25.50' 6" CURB (G -01) C34 44.54' 085'03'33" 30.00' 6" C &G (G -02) C35 48.57' 092 °45'13" 30.00' 6" C &G (G -02) C36 22.43' 062'43'24" 20.48' 6" CURB (G -01) C37 59.84' 007*58'45" 429.69' 6" C &G (G -02) C39 99.70' 005'22'36" 1062.43' 6" C &G (G -02) L18 12.43 N19'35'48 "E CHANGE NO. 6" C &G (G -02) L19 155.36 S19'32'50 "W AS -BUILT APPROVALS 6- CURB (G -01) L20 391.01 S1 9'32'50 "W CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT 6" C &G (G -02) L21 105.80 S35'30'20 "W 6" C &G (G -02) L22 451.03 S19'32'50 "W SEE SHEET 6" C &G (G -02) L24 5.00 N70'27'1O"W HORIZONTAL CONTROL PLAN FOR: ENCINITAS ADA & GREEN STREET IMPROVEMENTS 0" CURB (G -01) L25 4.98 570'26'48 "E 0" CURB (G -01) L26 5.00 S70'27'1 0 "E 0" CURB (G -01) r 4 % I $ I , 6 9 oQROFESS104y EDO lF 7 'p?. 5620 FRIARS ROAD / z m SAN DIEGO,CA92110 PLAN: MORNING SUN DRIVE No.76519ycz 40 20 0 40 80 120 619.291.0707 (FAX)619.291.4165 SCALE: 1 " =40' GRAPHIC SCALE: 1 " =40' � J� civil �Q qTF fiNGINEERING COMPANY rickengineering.com IO 7 ZOM * DESIGNATED RED CURB AROUND BASIN AREAS OF CA1�F San Diego Riverside - Orange - San LuisObispo - Denver - Sacramento - Phoenix - Tucson CARSO P. EDGINGTON R.C.E. 76519 DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN Bv: CHECKED BY:- ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. AS- SUIL.TS SEE SHEET L__,0GINlE&<SNA P NS PREPARED UNDER SUPERVISION OF DATE: , , y R.0 E. NO: 76519 RECOMMENDED: a lt/4144- MATTHEW . WIDELSKI APPROVED: _ EDWARD J. WI R HORIZONTAL CONTROL PLAN FOR: ENCINITAS ADA & GREEN STREET IMPROVEMENTS SI -124 t5 zt CARS EDGINGTON EXP.: 12 31 20 _10A51"19 DATE lo/L�/ 19 DAT WORK ORDER NO.: CS19B MORNING SUN DRIVE AND WOODSIDE LANE -2 E DATE SHEET 4 OF 38 NEE] V PLAN_ : WOODSIDE LANE SCALE: 1 " =40' �z 40 20 0 40 80 120 GRAPHIC SCALE: 1 " =40' 00 0 �o o+ J � M� w w? WJ cn x a CURB DATA TABLE LINE CURVE LENGTH BEARING DELTA / RADIUS CURB SIZE Cl 27.59' 003 °16'45" 482.00' 6" C &G (G -02) C2 16.99' 032 °26'51" 30.00' 6" C &G (G -02) C3 145.29' 138'44'18" 60.00' 6" C &G (G -02) C4 29.18' 055'43'46" 30.00' 6" C &G (G -02) C5 4.15' 007 °55'45" 30.00' 6" C &G (G -02) C6 10.53' 01553'04" 38.00' 6" C &G (0-02) C7 163.39' 246'21'49" 38.00' 6" C &G (G -02) C8 23.61' 045'05'57" 30.00' 6" C &G (G -02) C9 41.35' 078'58'35" 30.00' 6" C &G (G -02) C10 29.65' 003'16'45" 518.00' 6" C &G (G -02) C11 21.10' 029 °28'58" 41.00' 6" CURB (G -01) C12 46.71' 039'32'58" 67.68' 6" C &G (G -02) C13 50.96' 041'53'39" 69.70' 6" CURB (G -01) C14 29.31' 035'21'21" 47.50' 6" CURB (G -01) Lt 194.47 N8'24'32 "W OF 6" C &G (G -02) L2 210.93 N5'07'47"W 6" C &G (G -02) L3 2.00 N36'13'09 "E 6 "18 .CURB (G -01)** L4 2.00 S36'13'09 "W 6" -8" CURB (G -Ot) +• L5 2.00 N28'39'58 "E 6"�8" CURB '(G- 01)**► L6 2.00 S28'39'58 "W 6 ",e" CURB (G -01) *' L7 20.46 S84'06'23 "E 6" C &G (G -02) L8 242.75 S5'07'47 "E 6" C &G (G -02) L9 194.46 58'24'32 "E 6" C &G (G -02) CENTERLINE DATA TABLE LINE # /CURVE # LENGTH BEARING /DELTA RADIUS C5 66.16' 078'58'36" 48.00' C6 28.62' 003'16'45" 500.00' C7 365.85' 104'48'28" 200.00' L1 68.63 NW06'23 "W 6" C &G (G -02) L2 242.75 N5'07'47 "W L3 194.52 N8'24'32 "W N8'24'32"W L5 89.62 S83'36'04 "E 0.07 CURB DATA TABLE LINE V CURVE # LENGTH BEARING DELTA/ RADIUS CURB SIZE C15 398.77' 104'48'28" 218.00' 6" C &G (G -02) C16 332.92' 104'48'28" 182.00' 6" C &G (G -02) L10 42.47 S83'36'04 "E 6" C &G (G -02) L11 45.40 N83'36'04 "W 6" C &G (G -02) L12 0.06 N8'24'32"W 6" C &G (G -02) L13 0.07 S8 °24'32 "E 6" C &G (G -02) L12 o L13 _ ESS /0 SEE ABOVE 6 PLAN: WOODSIDE LANE 40 20 0 40 80 120 oQ�Of Ep��c�l�� MATCHLINE +00.68 5620 FRIARS ROAD SCALE: 1 " =40' GRAPHIC SCALE: 1 " =40' ��o�P. w z m SAN DIEGO, CA 92110 � No.76519 � IN 619.291.0707 JJ CIVIL �Q (FAX)619.291.4165 9l ENGINEERING COMPANY rickengineering.com LD 9 OF San Diego Riverside - Orange - San LuisObispo - Denver - Sacramento - Phoenix - Tucson CARSON EDGINGTON R.C.E. 76519 DATE CNO�� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: 1 DRAWN BY CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. 1 AS- GUILTS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: AP ROVED' HORIZONTAL CONTROL PLAN FOR: DATE: t0 o 7 'u " -. 4y - k '� _ ENCINITAS ADA & GREEN STREET $I -124 SEE SHEET 1 f R.C.E. NO.: 76519 MATTHEW J. ELSKI EDWARDJ. MER IMPROVEMENTS �S 0 MORNING SUN DRIVE AND WOODSIDE LANE ENGINEER'S NAME DA E CA ON EDGINGTON EXP.: 12 31 20 DATE WORK ORDER NO,; SHEET 5 OF 38 DATO 10 +00 10 +50 $ 227:31( f � s N C)�0 S_A �O O m ' , ��jO� 48 q� O. 0 10 +55.68 FL =225.1 5 A 6 20 6 264- 262 -10 FL =225.1 5 x 5 FL 225 1 BEGIN 6" CURB 35 36 TC 226.23 6 5 L=225.1 PROPOSED STORM DRAIN SEE SHEET 14k.35? 19 264 - 262 -09 35 r u� 3 EXISTING DRIVEWAY X00" TO REMAINL`O i18 GQ�� Q b 23 q N 17 f/ N f7 f ff� f t?. .'t i SEE SHEET 0 - i XI I U I - - -- ; -i t WEST TG OU B- ;&FfFfER }- . Lo 1 1 , -.. i 1 J in r Ll�`llllttll - _._ i N E o N } ". .CO + ------------ � �. 1 1 " 12 4% RdPa EXi TIN - - - P --S.® CL , L 00 r i £ r E i Vl to • M i i N 06 1 + - -+ - - 1 77 2 4% 6 7 221 r- - a ; - € - - POFIi E, I SEE %URB B $c GUTTER SHEET 10 i i 1 1 I i 11 +00 11 +50 12 +00 12 +50 13 +00 4 23 r FL =229.1 5 5 FL (- o =229.6 M � m II �1 Lo Z ,or--� +s + M ry.J N N rOM� CD z N tr N rp N C7 cq NQ J+ m0 22 N "W' 11 o ro min -(~i� wi-(n UN LO o° o I 1 1 FL =231.9 ° o C. �0 31 0� o(Zr Ni+ 14 +50 15 +00 PROFILE: z SO 9 VIA N -A so%s'c� N c3 n 16N �s (P 'm DRIVE 5620 FRIARS ROAD SAN DIEGO, CA 92110 619.291.0707 (FAX)619.291.4165 ENGINEERING COMPANY rickengineering.com San Diego Riverside - Orange - San. Luis Obispo - Denver - Sacramento- Phoenix - Tucson :RANGE NO. DESCRIPTION APPROVED DATE -1\ AS- GUILTS RJE 1 KA3 2 7 13 +50 14 +00 14 +50 15 +00 PROFILE: z co N MORNING SUN DRIVE SCALE: HORIZONTAL - 1"=40' VERTICAL - 1"=10' SEE SHEET 9 L Cq IE F ME 0 24 0 `I-°W x � ) t o it C� Z;4- N (p C7 + p 30 co CO Ce 0 M ~ IMP + ti �j I` W N 6 W Lj 03 �J 24 29 7 28z „'i r z, 35 6 5 FL =230.6 =229.5 I r 11 +63.16 26 Lo ON N 11 .N; RIGHT J +' z 3 OF WAY =233.4 C 0 14 N a N PLAN: MORNING SUN DRIVE SCALE: 1"=40' BENCHMARK SEE SHEET 1 h 4Q N � W o ° 3 2 0 f.-ti .....2 z co N o� 39 K 7 0 O� •4 2 m 6 4 35 20 8W J 17 +00 RT CURB o- 17 +50 17 +90 FL =231.8 O to O ry 40 Vv 41 FL =230.8 (�wFL= 232.2 `VV RIM 22 0.60 31 A 0 m 1® V N z 40 20 0 40 80 120 r- ROVUir, crag P• t " -an' CAUTIONM LOCATION OF EXIST UTILITIES ON THESE PLANS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING UTILITIES & NOTIFY ENGINEER OF WORK OF CHANGED FIELD CONDITIONS PRIOR TO CONSTRUCTION. AS- BUILT APPROVALS DESIGNED BY: DRA N BY: CHECKED BY: ENGINEERING DIVISION APPROVALS P NS PREPARED UNDER SUPERVISION OF R�EyCOMMMENDEgD�� /� � APPROVED: DATE: toQ19 /I�KI/M/w("D Q W.�RI'fp f� (Olds /2� R.C.E. NO.: 76519 MATTHEW J. ELSKi EDWARD J. MER NAME DATE CARSON EDGINGTON EXP.:12 31 20 '� %/�9 o Zo -�� DATE DAT 1. INSTALL CURB RAMP PER MODIFIED G -27; T =5.5 ", SEE SHEET 13 FOR DETAIL 2. INSTALL PCC DRIVEWAY PER G -14B; T =5.5" 3. INSTALL PCC DRIVEWAY PER G -14D; NO GUTTER, T =5.5" 4. REMOVE EX AC BERM 5. EX 3" PVC DRAINS TO BE RECONNECTED PER D -27 6. EX UTILITIES TO BE PROTECTED IN PLACE 7. INSTALL NEW PCC SIDEWALK PER G -7 WITHIN EX PCC DRIVEWAY, THICKNESS =4.0" 8. FULL WIDTH 0.5 INCH GRIND, INSTALL 2.0 INCH TYPE Cl PG64 -28TR TIRE RUBBER MODIFIED AC OVERLAY ON TENSAR GLASPAVE 25 OR TENCATE MIRAFI TRU PAVE (OR APPROVED EQUAL) ENGINEERED PAVING MAT 9. INSTALL PERFORATED DRAIN PER DETAIL SHEET 2 10. RELOCATE IRRIGATION BEYOND NEW SIDEWALK LOCATION 11. INSTALL CURB AND GUTTER PER G -02 12. WATER QUALITY BASIN PER DETAIL SHEET 12 13. BLADED SWALE PER DETAIL SHEET 12 14. PROTECT EXISTING GATE IN PLACE 15. REMOVE EXISTING TREE AND /OR ROOTS 16. REMOVE EXISTING CROSS GUTTER. INSTALL CONCRETE CROSS GUTTER PER G -12 18. RELOCATE MAILBOX; MATCH EX FOUNDATION CONDITIONS 19. RELOCATE TER METER PER DETAIL ON SHT. 3 20. INSTAL 1 1" IRRIGATION METER PER OMWD B -1.2 21. EXISTING CAN LINE TO BE RELOCATED BY CHARTER 22. PROTECT EXISTING FENCE IN PLACE 23. PROTECT EXISTING CHARTER UNDERGROUND CABLE IN PLACE (APPROX. LOCATION SHOWN) 24. PROTECT EXISTING TREE AND /OR ROOTS IN PLACE 25. ADJUST RIM TO GRADE 26. IRRIGATION LATERAL W /6" CLASS 200 PVC SLEEVE PER LANDSCAPE PLANS 27. CHECK DAM PER SHEET 3 28. INSTALL CURB RAMP PER G -29. SEE SHEET 13 FOR DETAIL 29. INSTALL CURB CUT, DIMENSION PER DETAILS ON SHEETS 12 & 14 30. INSTALL ROOT CONTROL BARRIER PER L -06 31. ADJUST SEWER MANHOLE RIM TO GRADE PER LWD STD. DWG.# S -29 32. PROTECT EXISTING TREE AND /OR ROOTS IN PLACE, TRIM BRANCHES 33. PROTECT EXISTING AT &T UNDERGROUND TELCO FACILITIES IN PLACE (APPROX. LOCATION SHOWN) 34. PCC STEP OUT ZONE PER G -7; T =4" 35. DECOMPOSED GRANITE PER LANDSCAPE PLAN; SEE SHT 38 FOR FINISH SCHEDULE AND DETAIL 36. CL MONUMENT TO BE ADJUSTED TO GRADE 37. EXISTING PAVEMENT TO REMAIN NOTES: 1. IN THE EVENT THAT THE PROPOSED CURB ELEVATIONS DO NOT MATCH THE DESIGN INTENT THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK IMMEDIATELY AND SHOULD NOT CONTINUE INSTALLATION UNTIL DESIGN ADJUSTMENTS CAN BE PERFORMED. 2. NO JOINTS SHOULD BE PLACED WITHIN 2' OF ANY SEWER CROSSINGS 3. A LWD INSPECTOR MUST BE PRESENT FOR EXCAVATION AND INSTALLATION OF ANY UTILITY CROSSING A SEWER MAIN OR SEWER LATERAL. 4. ALL WATER METER REMOVAL AND INSTALLATIONS SHALL BE PER OMWD. CONTRACTOR TO PROVIDE SEQUENCE OF WORK FOR METER RELOCAT �oQ�OF ESS /0*w/ EDO/ F % No.76519 z IPX CIVIL 10171-4019 qTf OF CARSIRN P. EDGINGTON R.C.E. 76519 DATE CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. MPROVEMENT PLAN FOR: ENCINITAS ADA & GREEN STREET $I -124 IMPROVEMENTS MORNING SUN DRIVE AND WOODSIDE LANE WORK ORDER NO.: CS19B SHEET 6 OF 38 Q Q 00 18+00 18 +50 42 wo Mao NQa zaz t(0 X 0 W. N w-ra 18 �M 1 +16.26 N o? \_(�) O 1 11 FL =228.3 3 Z 0 O � � ° rr) N UO Q 9 N IN 19 +00 19 +50 20 +00 0 O Us Z d �a ZJ J p d F3-- S G ZaZ NW � rn Hw OMO, 4 N 5z 00 0 r �J 1 WJ� rN ONO wN -O 63 0 Od ZNN UC�NQ7 zNZ OOZ20 2�MiJ..c~n CL RIGHT N `' w i- cn " OF WAY Hw_ 0m �� I zs 1 I ;v 19.1 .32 cy, II w L 0 25 a 0) °o o RIM o + = o t°,) 221.78 co 2 �' 3: N O 0 If 2 �o •• o 0 1 E I � I � i 20 +50 21 +00 21 +50 22 +00 22 +50 PROFILE: MORNING SUN DRIVE SCALE: HORIZONTAL - 1 " =40' VERTICAL - 1 " =10' 23 +00 v IN) �JJ 201.78 U0+0� 6 !W 6 ' 4 v, 25 RIM 202.37 ?' GUTTER FL F `4 7 = Nn 35 18 +70 6318 27f ® Z N �- - •x• y u `�-- FL 226 1 5 35 N 0 0 a 5620 FRIARS ROAD 18 �M 1 +16.26 N o? \_(�) O 1 11 FL =228.3 3 Z 0 O � � ° rr) N UO Q 9 N IN 19 +00 19 +50 20 +00 0 O Us Z d �a ZJ J p d F3-- S G ZaZ NW � rn Hw OMO, 4 N 5z 00 0 r �J 1 WJ� rN ONO wN -O 63 0 Od ZNN UC�NQ7 zNZ OOZ20 2�MiJ..c~n CL RIGHT N `' w i- cn " OF WAY Hw_ 0m �� I zs 1 I ;v 19.1 .32 cy, II w L 0 25 a 0) °o o RIM o + = o t°,) 221.78 co 2 �' 3: N O 0 If 2 �o •• o 0 1 E I � I � i 20 +50 21 +00 21 +50 22 +00 22 +50 PROFILE: MORNING SUN DRIVE SCALE: HORIZONTAL - 1 " =40' VERTICAL - 1 " =10' 23 +00 218.00 FL 2194 5FL 2177 4.1 0.2 e i 3 4e- LT CURB 2= Y 1 1 23 +50 24 +00 24 +50 25 +00 25 +50 26 +00 2646 - 261 -38 66 264- 261 -37 ` 68 264- 261 -39 23 % r J 0�o i V i o N o Z 69 rn E M \ ; �,. Z 264- 261 -40 00 00 \, EXISTING CURB RAMP TO REMAIN MATCH EXISTING + CURB AND GUTTER N t ��t 3 .; STA 19 +54.49 MORNING SUN DRNE= STA 0 +00.00 SPRINGWOOD LANE 6 t f i 6 EXISTING SEWER r 36 24 __- PER DWG. NO. 3579 -T L - _ 40- RIM 203.19 5�FL 204 0 26 +50 i zC I cc. I U) � M J O 0 n �O � N � f d:. 1, j CL RT CURB MATCH EXISTING CURB AND GUTTER GUTTER FL v IN) �JJ 201.78 O] % 04 1 v, 25 RIM 202.37 U ?' GUTTER FL '202.47 27f ® Q Q N a 5620 FRIARS ROAD w SCALE: 1 " =40' 619.291.0707 U) cn 4- N c� z Q rickengineering.com F San Diego Riverside - Orange - San. Luis Obispo - Denver - Sacramento - Phoenix - Tucson 48 ° to ;RANGE NO. 0 APPROVED 0 z � Uw °a' ra'Z AS -BUILT APPROVALS 1 a rzC SEE SHEET 1 N00 w 1010, ma I O Go o H ~W UQrnM O U Ud' : 1�AJ M m0 + X �gU LL7 3U UNO c'. C CD (n 4 W OON =O WL6 �z �� 64 cy � ��Q 65 Og N co �64- 261 -36 o NON \24 zUiaz I ~ rn 26 Nm�N 000' 5 FL =21-to Sw'P E ) 13 i7 218.00 FL 2194 5FL 2177 4.1 0.2 e i 3 4e- LT CURB 2= Y 1 1 23 +50 24 +00 24 +50 25 +00 25 +50 26 +00 2646 - 261 -38 66 264- 261 -37 ` 68 264- 261 -39 23 % r J 0�o i V i o N o Z 69 rn E M \ ; �,. Z 264- 261 -40 00 00 \, EXISTING CURB RAMP TO REMAIN MATCH EXISTING + CURB AND GUTTER N t ��t 3 .; STA 19 +54.49 MORNING SUN DRNE= STA 0 +00.00 SPRINGWOOD LANE 6 t f i 6 EXISTING SEWER r 36 24 __- PER DWG. NO. 3579 -T L - _ 40- RIM 203.19 5�FL 204 0 26 +50 i zC I cc. I U) � M J O 0 n �O � N � f d:. 1, j CL RT CURB MATCH EXISTING CURB AND GUTTER GUTTER FL v IN) �JJ 201.78 O] % 04 1 Q 25 RIM 202.37 U ?' GUTTER FL '202.47 27f ® Q Q . _.- 00 £, R 6 4 (a Q I - 6 I 23 a EXISTING WATER 13 �.> � a �' 35 �- 35 ' PER DWG. N0. 3579 -T Q 13 �wrn.r ry F �� O irk Nr 0 F- I I T CV J O0) J O O O 00^ a w .1 o r' o P a o ri a w e uj N °. N ,.r) N F I- - 0 6 7 25 RIM 202.90 (�� r� / 0 6 II � U / �i-) �waoro u h attooLO Quern Wa W rO. ! NOW Q O r`) =)-,-I NO 3 �O 'r m �Q�� 07 �p U 3.�-� N NN N N rf) �N } M II II Z o O O J r J O r N N (!1 N � O CO � � N - 3 3 _ o r 2 + 2 J J U t\ -� "- li v7 O J LUr.i �- Q N 2fn N.+ � UQOto SON ZJN �-. - +. a' O t••- Zl,.. JZ �N N KON +r�M IO--OW Q cNr N UWL' - N Y00 °m (~/) N w F¢-• O F-W V OO JN OOU �m 17) tQ-3p 00 W (00� N`2 N _ to IY II N NN N+ 01 U30prn II z D.- 0i �M H(ot) UZLJiC O O N O+ N j N 04 a NM 1 N N U N m I RIGHT OF WAY M 3 a) 0 LO o6 N 30..,+ cJiz�u N >Q N a ur U O O F- f w o N a �+d? r o 25 GUTTER FL V c� o w 0) o M¢ N O 24 ; 1 203.35 2 z� n � _ tI M N ~� 3 2 o Q Li M Ln ro 3 my 35 2 ill M O O d (nUZ� Dm �N UZ4. +7 N N (n + a NU s O ..J U N N {U y�LL��n Oi Obi 1 rl V- rr r N Z d O} M N FUN 2 U N H 0] O N U N 3 i.J a W 0. rlq J+ cp u'1 ,' ,i � o a z in J Oi w N o Cr 1 m 2 a2 v `� ry ,' o N} o U a N ro 5 O U o r "' a "' e' "' 00 `2 O N U U 4 U W Y N N N r ,j ` 8 c0 a / + 47 N 4 1 20 0 40 80 120 GRAPHIC SCALE: I"=40' l._ INSTALL CURB RAMP PER MODIFIED G -27; T =5.5 ", SEE SHEET 13 FOR DETAIL 2. INSTALL PCC DRIVEWAY PER G -14B; T =5.5" 3. INSTALL PCC DRIVEWAY PER G -14D; NO GUTTER, T =5.5" 4. REMOVE EX AC BERM 5. EX 3" PVC DRAINS TO BE RECONNECTED PER D -27 6. EX UTILITIES TO BE PROTECTED IN PLACE 7. INSTALL NEW PCC SIDEWALK PER G -7 WITHIN EX PCC DRIVEWAY, THICKNESS =4.0" 8. FULL WIDTH 0.5 INCH GRIND, INSTALL 2.0 INCH TYPE Cl PG64 -28TR TIRE RUBBER MODIFIED AC OVERLAY ON TENSAR GLASPAVE 25 OR TENCATE MIRAFI TRU PAVE (OR APPROVED EQUAL) ENGINEERED PAVING MAT 9. INSTALL PERFORATED DRAIN PER DETAIL SHEET 2 10. RELOCATE IRRIGATION BEYOND NEW SIDEWALK LOCATION 11. INSTALL CURB AND GUTTER PER G -02 12. WATER QUALITY BASIN PER DETAIL. SHEET 12 13. BLADED SWALE PER DETAIL SHEET 12 14. PROTECT EXISTING GATE IN PLACE 15. REMOVE EXISTING TREE AND /OR ROOTS 16. REMOVE EXISTING CROSS GUTTER. INSTALL CONCRETE CROSS GUTTER PER G -12 18. RELOCATE MAILBOX; MATCH EX FOUNDATION CONDITIONS 19. RELOCAER METER PER DETAIL ON SHT. 3 20. INSTALL 1 1." IRRIGATION METER PER OMWD B -1.2 21. EXISTIN ATV LINE TO BE RELOCATED BY CHARTER 22. PROTECT EXISTING FENCE IN PLACE 23. PROTECT EXISTING CHARTER UNDERGROUND CABLE IN PLACE (APPROX. LOCATION SHOWN) 24. PROTECT EXISTING TREE AND /OR ROOTS IN PLACE 25. ADJUST RIM TO GRADE 26. IRRIGATION LATERAL W /6" CLASS 200 PVC SLEEVE PER LANDSCAPE PLANS 27. CHECK DAM PER SHEET 3 28. INSTALL CURB RAMP PER G -29. SEE SHEET 13 FOR DETAIL 29. INSTALL CURB CUT, DIMENSION PER DETAILS ON SHEETS 12 & 14 30. INSTALL ROOT CONTROL BARRIER PER L -06 31. ADJUST SEWER MANHOLE RIM TO GRADE PER LWD STD. DWG.# S -29 32. PROTECT EXISTING TREE AND /OR ROOTS IN PLACE, TRIM BRANCHES 33. PROTECT EXISTING AT &T UNDERGROUND TELCO FACILITIES IN PLACE (APPROX. LOCATION SHOWN) 34. PCC STEP OUT ZONE PER G -7; T =4" 35. DECOMPOSED GRANITE PER LANDSCAPE PLAN; SEE SHT 38 FOR FINISH SCHEDULE AND DETAIL 36. CL MONUMENT TO BE ADJUSTED TO GRADE 37. EXISTING PAVEMENT TO REMAIN NOTES: 1. IN THE EVENT THAT THE PROPOSED CURB ELEVATIONS DO NOT MATCH THE DESIGN INTENT THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK IMMEDIATELY AND SHOULD NOT CONTINUE INSTALLATION UNTIL DESIGN ADJUSTMENTS CAN BE PERFORMED. 2. NO JOINTS SHOULD BE PLACED WITHIN 2' OF ANY SEWER CROSSINGS 3. A LWD INSPECTOR MUST BE PRESENT FOR EXCAVATION AND INSTALLATION OF ANY UTILITY CROSSING A SEWER MAIN OR SEWER LATERAL. 4. ALL WATER METER REMOVAL AND INSTALLATIONS SHALL BE PER OMWD. CONTRACTOR TO PROVIDE SEQUENCE OF WORK FOR METER RELOCATI OF ESS10411 Q o z No.76519 CIVIL Io .9 OF CN��F�� CARSON P. GINGTON R.C.E. 76519 DATE CAUTION!!! LOCATION OF EXIST UTILITIES ON THESE PLANS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING UTILITIES & NOTIFY ENGINEER OF WORK OF CHANGED FIELD CONDITIONS PRIOR TO CONSTRUCTION. DESIGNED BY: DRAWN BY CHECKED BY: IALb I INI I 1ALti ENGINEERING DIVISION APPROVALS PLANS P SPARED UNDER SUPERVISION OF RECOMMENDED: DATE: t o Q� /1& d R.C.E. NO.: 76519 MATTHEW 1. WIDELSKi C SON EDGINGTON EXP.: 12 31 20 1012 -V ZQ19 �� DATE WORK CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. ENT PLAN FOR: ENCINITAS ADA & GREEN STREET $I -124 IMPROVEMENTS MORNING SUN DRIVE AND WOODSIDE LANE v IN) �JJ + ° O] % 04 U N N PLAN: MORNING SUN DRIVE 5620 FRIARS ROAD SAN DIEGO, CA 92110 SCALE: 1 " =40' 619.291.0707 (FAX)619.291.4165 ENGINEERING COMPANY rickengineering.com San Diego Riverside - Orange - San. Luis Obispo - Denver - Sacramento - Phoenix - Tucson ;RANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS 1 AS - BVILTS SEE SHEET 1 ENGINEER'S NAME a / + 47 N 4 1 20 0 40 80 120 GRAPHIC SCALE: I"=40' l._ INSTALL CURB RAMP PER MODIFIED G -27; T =5.5 ", SEE SHEET 13 FOR DETAIL 2. INSTALL PCC DRIVEWAY PER G -14B; T =5.5" 3. INSTALL PCC DRIVEWAY PER G -14D; NO GUTTER, T =5.5" 4. REMOVE EX AC BERM 5. EX 3" PVC DRAINS TO BE RECONNECTED PER D -27 6. EX UTILITIES TO BE PROTECTED IN PLACE 7. INSTALL NEW PCC SIDEWALK PER G -7 WITHIN EX PCC DRIVEWAY, THICKNESS =4.0" 8. FULL WIDTH 0.5 INCH GRIND, INSTALL 2.0 INCH TYPE Cl PG64 -28TR TIRE RUBBER MODIFIED AC OVERLAY ON TENSAR GLASPAVE 25 OR TENCATE MIRAFI TRU PAVE (OR APPROVED EQUAL) ENGINEERED PAVING MAT 9. INSTALL PERFORATED DRAIN PER DETAIL SHEET 2 10. RELOCATE IRRIGATION BEYOND NEW SIDEWALK LOCATION 11. INSTALL CURB AND GUTTER PER G -02 12. WATER QUALITY BASIN PER DETAIL. SHEET 12 13. BLADED SWALE PER DETAIL SHEET 12 14. PROTECT EXISTING GATE IN PLACE 15. REMOVE EXISTING TREE AND /OR ROOTS 16. REMOVE EXISTING CROSS GUTTER. INSTALL CONCRETE CROSS GUTTER PER G -12 18. RELOCATE MAILBOX; MATCH EX FOUNDATION CONDITIONS 19. RELOCAER METER PER DETAIL ON SHT. 3 20. INSTALL 1 1." IRRIGATION METER PER OMWD B -1.2 21. EXISTIN ATV LINE TO BE RELOCATED BY CHARTER 22. PROTECT EXISTING FENCE IN PLACE 23. PROTECT EXISTING CHARTER UNDERGROUND CABLE IN PLACE (APPROX. LOCATION SHOWN) 24. PROTECT EXISTING TREE AND /OR ROOTS IN PLACE 25. ADJUST RIM TO GRADE 26. IRRIGATION LATERAL W /6" CLASS 200 PVC SLEEVE PER LANDSCAPE PLANS 27. CHECK DAM PER SHEET 3 28. INSTALL CURB RAMP PER G -29. SEE SHEET 13 FOR DETAIL 29. INSTALL CURB CUT, DIMENSION PER DETAILS ON SHEETS 12 & 14 30. INSTALL ROOT CONTROL BARRIER PER L -06 31. ADJUST SEWER MANHOLE RIM TO GRADE PER LWD STD. DWG.# S -29 32. PROTECT EXISTING TREE AND /OR ROOTS IN PLACE, TRIM BRANCHES 33. PROTECT EXISTING AT &T UNDERGROUND TELCO FACILITIES IN PLACE (APPROX. LOCATION SHOWN) 34. PCC STEP OUT ZONE PER G -7; T =4" 35. DECOMPOSED GRANITE PER LANDSCAPE PLAN; SEE SHT 38 FOR FINISH SCHEDULE AND DETAIL 36. CL MONUMENT TO BE ADJUSTED TO GRADE 37. EXISTING PAVEMENT TO REMAIN NOTES: 1. IN THE EVENT THAT THE PROPOSED CURB ELEVATIONS DO NOT MATCH THE DESIGN INTENT THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK IMMEDIATELY AND SHOULD NOT CONTINUE INSTALLATION UNTIL DESIGN ADJUSTMENTS CAN BE PERFORMED. 2. NO JOINTS SHOULD BE PLACED WITHIN 2' OF ANY SEWER CROSSINGS 3. A LWD INSPECTOR MUST BE PRESENT FOR EXCAVATION AND INSTALLATION OF ANY UTILITY CROSSING A SEWER MAIN OR SEWER LATERAL. 4. ALL WATER METER REMOVAL AND INSTALLATIONS SHALL BE PER OMWD. CONTRACTOR TO PROVIDE SEQUENCE OF WORK FOR METER RELOCATI OF ESS10411 Q o z No.76519 CIVIL Io .9 OF CN��F�� CARSON P. GINGTON R.C.E. 76519 DATE CAUTION!!! LOCATION OF EXIST UTILITIES ON THESE PLANS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING UTILITIES & NOTIFY ENGINEER OF WORK OF CHANGED FIELD CONDITIONS PRIOR TO CONSTRUCTION. DESIGNED BY: DRAWN BY CHECKED BY: IALb I INI I 1ALti ENGINEERING DIVISION APPROVALS PLANS P SPARED UNDER SUPERVISION OF RECOMMENDED: DATE: t o Q� /1& d R.C.E. NO.: 76519 MATTHEW 1. WIDELSKi C SON EDGINGTON EXP.: 12 31 20 1012 -V ZQ19 �� DATE WORK CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. ENT PLAN FOR: ENCINITAS ADA & GREEN STREET $I -124 IMPROVEMENTS MORNING SUN DRIVE AND WOODSIDE LANE m , I 10+00 10 +50 E 11 +00 END 6" Sr 7-C ? I�RB A 2 10+9p.3 6 BEGIN 6„ __ C(/ Sr rC28977 pRC 10 +SZ 10 62. PRC 10-1- 51"25 31 �r 34 29 04' cr 264-,26224 1 END 6" CURB TC 288.67 -~ STA 10 +1 " CURB Bow, 6 2g8.50 2 3 26q 262 - 33 RIM 289.60 31 19 3 626 / 24 '$ O 31 G1 11+50 12 +00 �5J FL =291.0 31 _ -- s - -; r I - � 12 +50 13 +00 13 +50 PROFILE: MORNING SUN SCALE: HORIZONTAL - I"=40' VERTICAL - 1 " =10' J 00 O �I N Up00 z i�ap 0 I= L,.i wSmCD 14 +00 4+ 14 +50 15 +00 12 +00 - 37 Y -I-___ - rn U�v� A � � 30 �° A� 0 F 5620 FRIARS ROAD SAN DIEGO, CA 92110 619.291.0707 (FAX)619.291.4165 ENGINEERING COMPANY sicken gi nee ring.com San Diego Riverside - Orange - San Luis Obispo - Denver - Sacramento - Phoenix - Tucson CHANGE NO. DESCRIPTION APPROVED DATE 1 AS- GUILTS I M_ 15 +50 FL 286.85 1 W -? '271 x I RT CURB 16 +00 - LT CURB 0 I I rn r� rn LO M 264- 262 -18 35 RIGHT OF WAY � 3 z° -RT z° J 7 to w 0zN 2 00 � 264- 262 -25 z o z 3 J 31 n � wa Fp Wa 12 +00 - 37 Y -I-___ - rn U�v� A � � 30 �° A� 0 F 5620 FRIARS ROAD SAN DIEGO, CA 92110 619.291.0707 (FAX)619.291.4165 ENGINEERING COMPANY sicken gi nee ring.com San Diego Riverside - Orange - San Luis Obispo - Denver - Sacramento - Phoenix - Tucson CHANGE NO. DESCRIPTION APPROVED DATE 1 AS- GUILTS I M_ 15 +50 FL 286.85 1 W -? '271 x I RT CURB 16 +00 - LT CURB `-J4J \ r,-� 35 0 •_ 0\ 6 Wpo 264- 262 -18 C. N - 15 7 -RT � 0 J 7 to w 0zN 2 00 � 3 0 0 0° 4 15 06 RIGHT N Uj 0 I OF WAY 264- 262 -16 X >- W r r� pCyl, 00 '7 -. N W = M O N�� 9.43 (d 26 N 00 3 �00 +N O n 27 IT - FL 283.37 , nM�= °at° M �_ 00 FL 279.10 6 0 ZM m Ce 35 rn °O J �+ CAD �z I� Uj - �z 16 w 11 `-J4J \ r,-� 35 •_ 0\ 6 264- 262 -18 C. N - 15 7 -RT � 0 J 7 28 2 00 � 3 0 0 0° 4 15 06 RIGHT 0 00 i °Z ~ g�- OF WAY 264- 262 -16 +gam r r� pCyl, 00 '7 -. c2 N�� -: J.-NCA I ♦. N U M n (O n (d 26 N 00 3 �00 +N O n O IT - , nM�= °at° M �_ LJ- 0 ZM m Ce W J �z I� BENCHMARK SEE SHEET 1 PLAN: WOODSIDE LANE N SCALE: 1 " =40' w -20-�z 40 20 0 40 80 120 GRAPHIC SCALE: 1 " =40' AS -BUILT APPROVALS NAME DA' x U CONSTRUCTION NOTES 1. INSTALL CURB RAMP PER MODIFIED G -27; T =5.5 ", SEE SHEET 13 FOR DETAIL 2. INSTALL PCC DRIVEWAY PER G -146; T =5.5" 3. INSTALL PCC DRIVEWAY PER G -14D; NO GUTTER, T =5.5" 4. REMOVE EX AC BERM 5. EX 3" PVC DRAINS TO BE RECONNECTED PER D -27 6. EX UTILITIES TO BE PROTECTED IN PLACE 7. INSTALL NEW PCC SIDEWALK PER G -7 WITHIN EX PCC DRIVEWAY, THICKNESS =4.0" 8. FULL WIDTH 0.5 INCH GRIND, INSTALL 2.0 INCH TYPE Cl PG64 -28TR TIRE RUBBER MODIFIED AC OVERLAY ON TENSER GLASPAVE 25 OR TENCATE MIRAFI TRU PAVE (OR APPROVED EQUAL) ENGINEERED PAVING MAT 9. INSTALL PERFORATED DRAIN PER DETAIL SHEET 2 10. RELOCATE IRRIGATION BEYOND NEW SIDEWALK LOCATION 11. INSTALL CURB AND GUTTER PER G -02 12. WATER QUALITY BASIN PER DETAIL SHEET 12 13. BLADED SWALE PER DETAIL SHEET 12 14. PROTECT EXISTING GATE IN PLACE 15. REMOVE EXISTING TREE AND /OR ROOTS 16. REMOVE EXISTING CROSS GUTTER. INSTALL CONCRETE CROSS GUTTER PER G -12 18. RELOCATE MAILBOX; MATCH EX FOUNDATION CONDITIONS 19. RELOCATT WATER METER PER DETAIL ON SHT. 3 20. INSTALL 1 V IRRIGATION METER PER OMWD B -1.2 21. EXISTING ATV LINE TO BE RELOCATED BY CHARTER 22. PROTECT EXISTING FENCE IN PLACE 23. PROTECT EXISTING CHARTER UNDERGROUND CABLE IN PLACE (APPROX. LOCATION SHOWN) 24. PROTECT EXISTING TREE AND /OR ROOTS IN PLACE 25. ADJUST RIM TO GRADE 26. IRRIGATION LATERAL W /6" CLASS 200 PVC SLEEVE PER LANDSCAPE PLANS 27. CHECK DAM PER SHEET 3 28. INSTALL CURB RAMP PER G -29. SEE SHEET 13 FOR DETAIL 29. INSTALL CURB CUT, DIMENSION PER DETAILS ON SHEETS 12 & 14 30. INSTALL ROOT CONTROL BARRIER PER L -06 31. ADJUST SEWER MANHOLE RIM TO GRADE PER LWD STD. DWG.# S -29 32. PROTECT EXISTING TREE AND /OR ROOTS IN PLACE, TRIM BRANCHES 33. PROTECT EXISTING AT &T UNDERGROUND TELCO FACILITIES IN PLACE (APPROX. LOCATION SHOWN) 34. PCC STEP OUT ZONE PER G -7; T =4" 35. DECOMPOSED GRANITE PER LANDSCAPE PLAN; SEE SHT 38 FOR FINISH SCHEDULE AND DETAIL 36. CL MONUMENT TO BE ADJUSTED TO GRADE 37. EXISTING PAVEMENT TO REMAIN NOTES: 1. IN THE EVENT THAT THE PROPOSED CURB ELEVATIONS DO NOT MATCH THE DESIGN INTENT THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK IMMEDIATELY AND SHOULD NOT CONTINUE INSTALLATION UNTIL DESIGN ADJUSTMENTS CAN BE PERFORMED. 2. NO JOINTS SHOULD BE PLACED WITHIN 2' OF ANY SEWER CROSSINGS 3. A LWD INSPECTOR MUST BE PRESENT FOR EXCAVATION AND INSTALLATION OF ANY UTILITY CROSSING A SEWER MAIN OR SEWER LATERAL. 4. ALL WATER METER REMOVAL AND INSTALLATIONS SHALL BE PER OMWD. CONTRACTOR TO PROVIDE SEQUENCE OF WORK FOR METER RELOCAT FrQo CAUTIONM LOCATION OF EXIST UTILITIES ON THESE PLANS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING UTILITIES & NOTIFY ENGINEER OF WORK OF CHANGED FIELD CONDITIONS PRIOR TO CONSTRUCTION. DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS PL S PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED DATE: 1O R.C.E. NO.: 76519 MATTHEW . WIDELSKI EDWARD J. MER ON ED 1, YoZq/9 GINGTON EXP.:12/31/20 DATED �ZOt> DATE /0* Epp F v Z m No.76519 JJ CIVIL �F CAR P. EDGINGTON R.C.E. 76519 `ODATE f9 9T�OF CAI- , CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. IMPROVEMENT PLAN FOR: ENCINITAS ADA & GREEN STREET SI -124 IMPROVEMENTS MORNING SUN DRIVE AND WOODSIDE LANE WORK ORDER NO.: CS19B SHEET 8 OF 38 It 5620 FRIARS ROAD JW SAN DIEGO, CA 92110 619.291.0707 (FAX)619.291.4165 ENGINEERING COMPANY rickengineeri ng.com San Diego Riverside - Orange - San Luis Obispo - Denver - Sacramento - Phoenix - Tucson 0 16 +00 16 +50 7 I 17 +00 PROFILE: WOODSIDE 8 +5 19 +00 LANE �nAI r. +In n I ink 1r AI .r, L----- .. RT CURB fist-4!---- i - 19 +50 20 +00 SEE SHEET 7 LT CURB kil 20 +50 21+00 SEE SHEET 16 +00.68 PLAN: WOODSIDE LANE SEE SHEET 6 MATCHUNE SCALE: 1"=40' N 40 20 0 40 80 120 GRAPHIC SCALE: 1"=40' NO. DESCRIPTION APPROVED DATE BENCHMARK AS- BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: AS- QUILTS ME 0131LI PLANS PREPARED UNDER SUPERVISION OF DATE: %o g SEE SHEET 1 t \�� /�S /� R.C.E. NO.: 76519 ENGINEER'S NAME DATE CARSON EDGINGTON EXP.: 12 31 20 1 -' L -------- ttt� - + -- - i - - -_ _._. z --I- I ' I I 1 i 1- � k s I _ . � . I 1 � � -... r i..._ f . t.. __i____ � i _ _ ____ _ I ;.- + i 1 I I { � - � I + I- - i i T L t I -k- .i.. 1S t s s t 1 s i i I , I _ 1 } I 1 I - z } - 1 .... s i - _ 0 CONSTRUCTION NOTES 1. INSTALL CURB RAMP PER MODIFIED G -27; T =5.5 ", SEE SHEET 13 FOR DETAIL 2. INSTALL PCC DRIVEWAY PER G -1413; T =5.5" 3. INSTALL PCC DRIVEWAY PER G -14D; NO GUTTER, T =5.5" 4. REMOVE EX AC BERM 5. EX 3" PVC DRAINS TO BE RECONNECTED PER D -27 6. EX UTILITIES TO BE PROTECTED IN PLACE 7. INSTALL NEW PCC SIDEWALK PER G -7 WITHIN EX PCC DRIVEWAY, THICKNESS =4.0" 8. FULL WIDTH 0.5 INCH GRIND, INSTALL 2.0 INCH TYPE Cl PG64 -28TR TIRE RUBBER MODIFIED AC OVERLAY ON TENSAR GLASPAVE 25 OR TENCATE MIRAFI TRU PAVE (OR APPROVED EQUAL) ENGINEERED PAVING MAT 9. INSTALL PERFORATED DRAIN PER DETAIL SHEET 2 10, RELOCATE IRRIGATION BEYOND NEW SIDEWALK LOCATION 11. INSTALL CURB AND GUTTER PER G -02 12. WATER QUALITY BASIN PER DETAIL SHEET 12 13. BLADED SWALE PER DETAIL SHEET 12 14. PROTECT EXISTING GATE IN PLACE 15. REMOVE EXISTING TREE AND /OR ROOTS 16. REMOVE EXISTING CROSS GUTTER. INSTALL CONCRETE CROSS GUTTER PER G -12 18. RELOCATE MAILBOX; MATCH EX FOUNDATION CONDITIONS 19. RELOCATE WER METER PER DETAIL ON SHT. 3 20. INSTALL /1� 1" IRRIGATION METER PER OMWD B -1.2 21. EXISTING ATV LINE TO BE RELOCATED BY CHARTER 22. PROTECT EXISTING FENCE IN PLACE 23. PROTECT EXISTING CHARTER UNDERGROUND CABLE IN PLACE (APPROX. LOCATION SHOWN) 24. PROTECT EXISTING TREE AND /OR ROOTS IN PLACE 25. ADJUST RIM TO GRADE 26. IRRIGATION LATERAL W /6" CLASS 200 PVC SLEEVE PER LANDSCAPE PLANS 27. CHECK DAM PER SHEET 3 28. INSTALL CURB RAMP PER G -29. SEE SHEET 13 FOR DETAIL 29. INSTALL CURB CUT, DIMENSION PER DETAILS ON SHEETS 12 & 14 30. INSTALL ROOT CONTROL BARRIER PER L -06 31. ADJUST SEWER MANHOLE RIM TO GRADE PER LWD STD. DWG.# S -29 32. PROTECT EXISTING TREE AND /OR ROOTS IN PLACE, TRIM BRANCHES 33. PROTECT EXISTING AT &T UNDERGROUND TELCO FACILITIES IN PLACE (APPROX. LOCATION SHOWN) 34. PCC STEP OUT ZONE PER G -7; T =4" 35. DECOMPOSED GRANITE PER LANDSCAPE PLAN; SEE SHT 38 FOR FINISH SCHEDULE AND DETAIL 36. CL MONUMENT TO BE ADJUSTED TO GRADE 37. EXISTING PAVEMENT TO REMAIN CAUTIONM LOCATION OF EXIST UTILITIES ON THESE PLANS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING UTILITIES & NOTIFY ENGINEER OF WORK OF CHANGED FIELD CONDITIONS PRIOR TO CONSTRUCTION. ENGINEERING DIVISION APPROVALS RECOMMENDED:: APP OVED- E MATTHEW J, VVIDELSKI � EDWARD J. MER 10 /Z.s/ 241Y 0 ?ml 9 DATE DAT NOTES: 1. IN THE EVENT THAT THE PROPOSED CURB ELEVATIONS DO NOT MATCH THE DESIGN INTENT THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK IMMEDIATELY AND SHOULD NOT CONTINUE INSTALLATION UNTIL DESIGN ADJUSTMENTS CAN BE PERFORMED. 2. NO JOINTS SHOULD BE PLACED WITHIN 2' OF ANY SEWER CROSSINGS 3. A LWD INSPECTOR MUST BE PRESENT FOR EXCAVATION AND INSTALLATION OF UTILITY CROSSING A SEWER MAIN IN SEWER LATERAL. / /�[Jf ES$ /0 4. ALL WATER METER REMOVAL AND INSTALLATIONS SHALL BE PER OMWD. CONTRACTOR TO PROVIDE SEQUENCE OF WORK FOR METER RELOCATIONS. �� NP.ED� lF CARS01W P. EDGINGTON R.C.E. 76519 1 CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT ENT PLAN FOR: Igr[e7 1:(N7 :4 �TxC7 ENCINITAS ADA & GREEN STREET IMPROVEMENTS MORNING SUN DRIVE AND WOODSIDE LANE � v z m w No.76519 JJ CIVIL -Q �OF CA/ DRAWING NO. SI -124 W� TYPICAL SECTION FOR SILT FENCE NOT TO SCALE BERM/ CURB 1 LINE 5' 3: 0 1 BAG HIGH ® TC 2 BAGS HIGH (TYP) LY 2 BAGS HIGH (TYP) r a 3 0 a 0 0 w a CL CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" CORRUGATED STEEL PANELS r- FILTER FABRIC ( r- ORIGINAL GRADE 12" MIN, UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION A -A NOT TO SCALE V r F0 , r & 1r TEMPORARY STABILIZED CONSTRUCTION ENTRANCE TEMPORARY INLET PROTECTION (2 BAGS HIGH) FIBER ROLL BOTTOM OF BIORETENTION BASIN HYDROSEED DIRECTION OF FLOW gal * LOCATION ON PLANS IS PRELIMINARY, ULTIMATE LOCATION TO BE DETERMINED BY THE CONTRACTOR IN THE FIELD. THE TEMPORARY CONCRETE WASHOUT SHALL CONFORM TO THE SPECIFICATIONS FOR THIS PROJECT. INSTALL A FIBER ROLL NEAR NOTE: GRAVEL BAGS AROUND n w CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SLOPE WHERE IT TRANSITTIONS PARKWAY SUMP SEDIMENT TRAPPING DEVICE CRUSHED AGGREGATE GREATER SEDIMENT TRAPPING DEVICE (IF SHOWN) INTO A STEEPER SLOPE DITCH °0°02 000 o Rod, o )�000 Q 0 24 FEET (MIN) o ° Ooo00g Q��04 0 �� d OooO0 B MIN. OR WIDTH AS REQUIRED TO ACCOMODATE ANTICIPATED TRAFFIC. CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" CORRUGATED STEEL PANELS r- FILTER FABRIC ( r- ORIGINAL GRADE 12" MIN, UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION A -A NOT TO SCALE V r F0 , r & 1r TEMPORARY STABILIZED CONSTRUCTION ENTRANCE TEMPORARY INLET PROTECTION (2 BAGS HIGH) FIBER ROLL BOTTOM OF BIORETENTION BASIN HYDROSEED DIRECTION OF FLOW gal * LOCATION ON PLANS IS PRELIMINARY, ULTIMATE LOCATION TO BE DETERMINED BY THE CONTRACTOR IN THE FIELD. THE TEMPORARY CONCRETE WASHOUT SHALL CONFORM TO THE SPECIFICATIONS FOR THIS PROJECT. INSTALL A FIBER ROLL NEAR GRAVEL BAGS AROUND n w SLOPE WHERE IT TRANSITTIONS PARKWAY SUMP CRUSHED AGGREGATE GREATER THAN INTO A STEEPER SLOPE 3" BUT SMALLER THAN 6" NOT TO SCALE TYPICAL FIBER ROLL INSTALLATION I 19L� 50 FEET (MIN) FILTER FABRIC ORIGINAL GRADE NOT TO SCALE 3� OR FOUR TIMES THE CIRCUMFERENCE OF THE LARGEST CONSTRUCTION VEHICLE /pN9 0 MATCH ° ° 0 OQ�OFESS <c, l EXISTING TIRE, WHICHEVER IS GREATER .��DODD�DDOnO c� EDG F c2a'�] GRADE o�P' X61 �6 5620 FRIARS ROAD GRA' ✓EL BAGS AROUND 12" MIN, UNLESS OTHERWISE SPECIFIED BY z m SAN DIEGO, A92„0 . INLETS @SUMP SECTION A -A STABILITZED CONSTRUCTION ENTRANCE /EXIT TYPE 2 � ) A SOILS ENGINEER No.76519 619.297.0707 1.0707 (FAX)619.291.4765 NOT TO SCALE NOT TO SCALE NOT TO SCALE SECTION B -B s�9 CIVIL TFOF ENGINEERING COMPANY rickengineering . com NOT TO SCALE '� GA��F�� San Diego Riverside - Orange - San Luis Obispo- Denver - Sacramento - Phoenix- Tucson - CA4NP. ED GINGTON R.C.E. 76519 DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT A P VALS DESIGNED BY: DRAWN BY: CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. HIGH PLANS PREPARED UNDER SUPERVISION OF DATE: to RECOMMENDED: qv - w APEROVE& �� EROSION CONTROL SHEET FOR: ENCINITAS ADA & GREEN STREET $I-124 SEE SHEET R.C.E. NO.: 76519 MATTHEW J, IDELSKI EDWARDJ. MMER IMPROVEMENTS S Z/ SON EDGINGTON EXP.: 12 31 20 DATE 9 DATE WORK ORDER No. MORNING SUN DRIVE AND WOODSIDE LANE ENGINEER'S NAME DATE SHEET 1 10E 38 8„ DEEP, 3" -4" _1 COBBLE STONE ON TOP i 1.5' OPENING PER DETAIL ON SHT 14 FOR STORM DRAIN DATA, OF ENGINEERED SOIL FL 233.83 �� SEE SHEET 18 TC 234.29 I J ,� BEGIN STEP OUT ZONE EV V `FG Al ) RIGHT -OF -WAY FL 233.79 1 a 13 +88.8419.74' L \ TC 234.31 FOR DROP STRUCTURE 11 +87.1518.37' RT 11 +87.1520.00' RT TW 234.77 �i FL 233.81 DETAIL SEE SECTION C -C \, TW 230.31 FS 234.27 TC 234.28 ( \ TW 230.34 FL 233.78 t ON SHT. 14� \ TC 229.72 FS 229.86 FG 232.90 V 1\ �t FL 229.22 TCO 228.89 TCO 233.39 a� �/ FS 229.73 \' 4 FL 225.64 FL 230.14 J 13 +86 21 �- 12.00' LT ° RIGHT -OF -WAY \ " \ 4" WALL CUT a \ TC 229.72, TW 234.81 a FG 228.41 - ` FL 229.22 V J 4" WALL CUT TC 234.30 FS 234.31 TW 234.70 a FL, 233.80TW 234.52, BEGIN STEP OUT ZONE FS 234.20 TC 234.02 11 +85 31 -15 00' RT \ - 8" DEEP, 3" -4" COBBLE STONE a. " TW 230.20 ON TOP OF ENGINEERED SOIL TW 234.75 FL 233.35 TC 234.01 TC 229.72 FS 229.70 FS 234.25 FL 233.51 G 7L--2-2-9.2-2-- 2' OPENING PER DETAIL ON SHT 14 FS 234.77 2' OPENING PER DETAIL ON SHT 14I \t TC 229.68 a FG 228.39 FS 234.27L TC 233.96 ° FL 229.•18 FG 232.86 FL 233.46 j FG 228.40 PROPOSED BIORETENTION BASIN 3 PER DETAIL ON SHT 14 TW 234.48 • / ° A TC 229.61 SEE SECTION A -A TYPE G -1 INLET 8" DEEP, 3 " -4" COBBLE % FL 229.11 STONE ON TOP OF . �. ° TC 233.98 J TW 230.14 \ w \ ON SHT. 14 TG 228.81 ENGINEERED SOIL (TYP) I W M FL 233.31 \ FL 228.97 1� FL 8" IN 225.56 o 6 FL 12" OUT 224.54 FG 232.86 I SEE SECTION D -D \ a. TC 229.56 ON SHT 14 a �. ;FL 229.06 V'\ SEE SECTION B -B TCO 233.31 TW 230.09 \ ON SHT. 14 FL 230.06 FG 232.80 y i ° \ TC 229.59' m 4" WALL CUT TDS 233.30. y J FL 228.92' FG 228.29 13 +51.6612.50 L FS 234.29 v. BASIN DR9P STRUCTURE I ° FS 229.19 FS 233.79 � ,n � � � ` FG 228.28 � FG 232.80 ° TW 234.04 ' i i 11 +59.0219.99' R TW 234.25 FS 233.54 TC 229.14' TW 229.67 FS 233.75 \ % FL 228.64 FG 232.30 11 +59.0218.38' RT 12 +03.42 -A -4 CLEANOUT / TW 229.67 TW 234.22 al i I FG 232.30 �'� RIM 229.04 FS 233.72 a . 12" FL IN 224.34 BEGIN STEP OUT ZONE ' 4" WALL CUT SEE SECTION A -A _ _ 18" FL IN 222.40 TCO 232.79 ON SHT. 14 a� 18" FL OUT 222.07 a o� TCO 228.61 FL 228.57 � , j FL 229.54 dam° SEE SECTION D -D ON SHT 14 FL 225.36 TC 229.04 \ 11 +60.7714.99' RT, / TW 233.97 3 PROPOSED BIORETENTION BASIN 1 PER DETAILS ON SHT 14 1.5' OPENING PER DETAIL ON SHT 14 FS 233.47 A11 44.29-12.50' LA , \ FS 229.167 8" PERF. PVC it 232.20 =� '. i �. � EX. SEWER LATERAL TO REMAIN FG 228.10 13 +23.90-12.50 L a I y, 0.9' MIN CLR FROM BOTTOM OF IN DROP STRUCTURE TC 228.97 UNDERDRAIN (TYP) BASIN DROP STRUCTURE TW 233.37 CONCRETE W/ SAND CUSHION -' 'TW 229.31 FL 228.47 TCO 232.71 ; p TC 232.87' - FL 229.46 1 TW 233.46 ` FS 228.81 ' TW 233.79 FS 232.96 's l FL 232.20 4" WALL CUT r" , END STEP OUT ZONE PROPOSED BIORETENTION BASIN 2 MFG 227.80 TCO 228 29 FS 233.29 TDS 232.70 ': FG 231.80 TC 232.84 a \ . FG 232.20 FL 232.34 PER DETAILS ON SHT 14,E tFL 225.04 TW 233.76 2 OPENING PER DETAIL ON SHT 14 TDS 228.60 °' SEE SECTION D -D ON SHT 14 \, FS 233.26 FG 231.80 TCO 227.87 TC 232 79 '1, �. - FG 228.10 4" WALL CUT p ,.FL 23229 I' TW 229.77 �;FL TCO 232.29 TW 233.32 FS 229.27 FL 229.04 TC 232.82. \__ ,s 11 +31.62 12.50' L 4" WALL CUT BASIN DROP STRUCTURE FG 231.78 a FL 232.15' � "- ` TCO 228.25 - _ ° 13 +08.76 -- 12.00' LT EX. TREE TO BE REMOVED _7U-225 .00 TW 228.96 8" DEEP, 3" -4" COBBLE 4.5 ' ° v FS 228.46 STONE ON TOP OF TW 233.11 TDS 228.25 ENGINEERED SOIL (TYP) FS 232.61 % FOR STORM DRAIN DATA, FG 227.75 FG 227.30 \ SEE SHEET 18 TW 22930 11 +16.02- 12.50'\L \ -FG 231.77 v TYPE G -I INLET r �� FS 228.80 FG 227.37 BASIN DROP STRUCTURE \ _ TG 232.25 FG 231.73_ FG 227.37 TCO 227.81 0 \ \TW 228.50 \\ FL 8" IN 229.00 - - °° e SEE SECTION B -B I FOR DROP STRUCTURE 4" WALL CUT FL 224.56 W tis� FG 226.69 - \ FL 12" OUT 228.67 ° �, , ON SHT. 14 �, / DETAIL, SEE SECTION C -C SEE SECTION D -D ON SHT 14 TDS 227.80 0 13+06.11-21.49' L 13 +38.77 -A -4 CL ANOUT y ON SHT. 14 I�FG 227.30 TL 227.85 \ ° TW 233.37 SEE SECTION A -A FL 227.35 TW 228.38\` ON SHT. 14 TC 227.88 FS 232.87 i � � RIM 232.12 > FG 226.70 \ a EX. 3" UNDERDRAIN r' 12" FL IN 228.01 a TW 228.58 ` TC 227.79 FL 227.21 EX WTR METER TO REMAIN, PIP 18" FL OUT 225.20 FS 228.08 TCO 227.19 FL 227.29 \ ADJUST RIM TO GRADE �" JC 232.61 2' OPENING PER DETAIL ON SHT 14 RIM 232.56 ' a FL 232.11 �' l FL 223.94 4" WALL CUT (RIM 232.41) �, TC 232.59 �� a FG 226.68 s ooh \ FL 232.09 8" DEEP, 3 " -4" COBBLE STONE r= FG 226.67 \� " FG 231.73 ON TOP OF ENGINEERED SOIL TW 228 32 I \ 4 3 ° r -x 1 1 +36.35�A -4 CLANOUT 13 +06.1216.40' L FG 231.74 ; TC 227.82, ` - FL 227.15 10 +97.24- 12.01' LT RIM 227.23 TW 233.06 END STEP OUT ZONE a - 8' PERF. PVC UNDERDRAIN (TYP) TW 227 97 12" FL IN 223.09 FS 232.56 a TC 232.53 i 18' FL IN 219.93 FL_ 232.03 TYPE G -I INLET FS 227.47 \ CORE 3" PVC OPENING a J TG 227.13 \TC 227.35. 18" FL OUT 219.60 TC 232.52 FL 226.85\ IN BASIN WALL � FL 8" IN 223.$8 SEE SECTION B -B _ 3" FL OUT 231.96 ��. FL 232 :i aFL 226.79 FL 12" OUT 223.55 ON SHT. 14 N FG 226.62 C. FS 227.32 MORNING SUN'DRIVE BASIN 1 10 +97.24- 21.50' LT TC 227.17 \ - SCALE: 1 " =10' TW 227.99 °. �� FL 226.67 \ /FS 227.49 TC 227.17 FG 226.62 \ FL 226.67 a FS 227.20 ° \ END STEP OUT ZONE FS 227.23 MORNING SUN DRIVE BASINS 2 & 3 " " FL 215.75 PROPOSED BLADED SWALE 23 +90.7720.49' L SCALE: 1 =10' 20 +07.8321.21' L PER DETAIL ON SHT 14 END BLADED SWALE VA BEGIN BLADED SWALE 21 +54.8920.47' L 22 +40.4121.98' L DETAIL ON SHT. 14 DETAIL ON SHT. 14 y END BLADED SWALE 3 " -4" COBBLE LAD E STONE FL 221.01 ____ _ _._ -- -_ ..- -. -. O 4 __ , F D 215.73 A ON. SHT. 14 pETq�L ..N 1 ". ��_ -•> _ ✓ FL 206.97 � � SHT. cn 1.- FL 212 12 o -FL 2' CURB CUT PER DTL SHT 14 FL 215.72 3" -4' COBBLE FL 212.63 µ FLil206.96 2' CURB CUT STONE 150.91' 2' CURB CUT PER DTL SHT 14 2' CURB CUT PROPOSED BLADED SWALE 152.17' 20 +00 20 +50 PER DETAIL ON SHT 14 21 +00 . 21 +50 2 - 3 " -4" COBBLE STONE 50, 24 +00 __ 3 " -4' COBBLE STONE 49.22' FL 219.44 33.32' \ FL 216.17 FL 209.12 .'20 +10.5422.04' R ! 3" -4" COBBLE 42.65' ` 23 +38.51 20.51' R FL 221.27 - FL 217.52 32.73' BEGIN BLADED SWALE - - - STONE FL 210.53 ��ENDBLADED SWALE DETAIL ON SHT. 14 2 CURB CUT PER DTL SHT 14 2 CURB CUT 2 CURB CUT PER DTL SHT 14 FL 213.79 FL 212.69 - .. FL 213.28 2' CURB 2' CURB CUT PER DETAIL ON SHT. 14 - _ w_ r..2 CURB CUT -:2 CURB CUT _ _ _ :. __ . ,_ 2' CURB CUT _ - -- - - - - - CUT _ - moo _ OFESS /0 �. V� , O [r _fN '. !�' . �� i' I' 9720 3i F t� \` `. �� 1 l 22+ 7. 52' R - . JC _�� 5< �P. Eac, 7 -- 6 ;21+ +44.1820.53' R - FL 2T2.73 -END3BLADED SWALE -14 .- ti� 5° �� -A ;FL 21 L 209.12 20 +57.75 20.54 R FL 216.75 J END BLADED SWALE - DETAIL ON SHT. 14 L 210 02 F F L 209.14 END BLADED SWALE 22+07.26-22 5620 FRIARS ROAD 3 " -4" COBBLE STONE DETAIL ON SHT. 14 21 +12.95 22 03 R .02 R 22 +97 9922.01' R -- FL 220.90 I FL 219.44 1 ( BEGIN BLADED SWALE DETAIL ON SHT. 14 I / No.76519 z SAN DIEGO, CA 92110 �� i BEGIN BLADED SWALE BEGIN BLADED SWALE 619.291.0707 FL 219.46 DETAIL ON SHT. 14 FL 216.20 DETAIL ON SHT. 14 DETAIL ON SHT. 14 s civil Q (FAX)619.291.4165 �9, 0��\ ENGINEERINGCOMPANY rickengineering.com MORNING SUN DRIVE BLADED SWALE San Diego Riverside - Orange - San Luis Obispo - Denver - Sacramento - Phoenix - Tucson SCALE: 1 " =20' RSON EDGINGTON R.C.E. 76519 DATE OF Cp�\F _ CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: 1 DRAWN BY: 1 CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. AS- 91ALTS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: BMP DETAIL SHEET FOR; DATE: L04150_1! ENCINITAS ADA & GREEN STREET 5I -124 SEE SHEET 1 MATTHEW J.WIDELSKI EDWARD J.WIMMER R IMPROVEMENTS .C.E. NO.: 76519 MORNING SUN DRIVE AND WOODSIDE LANE ENGINEER'S NAME DA E CARSO EDGINGTON EXP.: 12/31/22 DATE DATE WORK ORDER NO.: CS19B SHEET 12ROF 38 kAAT^lI r-V IOTI \V. nlr%MkILIV / ADA DETAIL 1 SCALE 1 " =10' mmmwwwm�cKenglneenng.com� Denver - Sacramento - Phoenix - Tucson APPROVED DATE BENCHMARK SEE SHEET 1 AS -BUILT APPROVALS �/ l / U oft-541 _ / INEER' NAME DATE I CARS& ED( ADA DETAIL 2 SCALE 1 " =10' r 1 a N CONSTRUCTION NOTES 1. CURB RAMP, CASE A PER G -27, T =4.0" 2. 6" CURB PER G -1 3. 0" CURB PER G -1 4. 0" TO 6" CURB TRANSITION 5. 6" CURB & GUTTER PER G -2 6. TACTILE WARNING TILES PER G -30 7. CURB RAMP, TYPE C PER G -29 10 5 0 10 20 30 GRAPHIC SCALE: 1"=10' L4CARSN EDGINGTON R.C.E. 76519 E AWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT JNDER SUPERVISION OF RECOMMENDED: APPROVED: ADA DETAILS FOR: DATE: io T 2.n y % al/i ENCINITAS ADA & GREEN STREET R.C.E. NO.: 76519 MATTHEW J. IDELSKI EDWARD J. MER IMPROVEMENTS I 20 WORK No.: MORNING SUN DRIVE AND WOODSIDE LANE EXP.:12 31 20 DATE DAT / QftOFESS /0 ,/ Ep0 < F o.7 519 sY tr J� CIVIL �Q gTFor CAO�� DRAWING NO. SI -124 SHEET 13OF 38 5620 FRIARS ROAD EM SAN DIEGO, CA 92110 619.291.0707 (FAX)619.291.4165 ENGINEERING COMPANY San Diego Riverside - Orange - San Lui CHANGE NO. DESCRIPTION ADA DETAIL 1 SCALE 1 " =10' mmmwwwm�cKenglneenng.com� Denver - Sacramento - Phoenix - Tucson APPROVED DATE BENCHMARK SEE SHEET 1 AS -BUILT APPROVALS �/ l / U oft-541 _ / INEER' NAME DATE I CARS& ED( ADA DETAIL 2 SCALE 1 " =10' r 1 a N CONSTRUCTION NOTES 1. CURB RAMP, CASE A PER G -27, T =4.0" 2. 6" CURB PER G -1 3. 0" CURB PER G -1 4. 0" TO 6" CURB TRANSITION 5. 6" CURB & GUTTER PER G -2 6. TACTILE WARNING TILES PER G -30 7. CURB RAMP, TYPE C PER G -29 10 5 0 10 20 30 GRAPHIC SCALE: 1"=10' L4CARSN EDGINGTON R.C.E. 76519 E AWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT JNDER SUPERVISION OF RECOMMENDED: APPROVED: ADA DETAILS FOR: DATE: io T 2.n y % al/i ENCINITAS ADA & GREEN STREET R.C.E. NO.: 76519 MATTHEW J. IDELSKI EDWARD J. MER IMPROVEMENTS I 20 WORK No.: MORNING SUN DRIVE AND WOODSIDE LANE EXP.:12 31 20 DATE DAT / QftOFESS /0 ,/ Ep0 < F o.7 519 sY tr J� CIVIL �Q gTFor CAO�� DRAWING NO. SI -124 SHEET 13OF 38 4.5" R" " PROPOSED I SIDEWALK 1.5% VARIES' VARIES% 0.5' PROPOSED BLADED SWALE MORNING SUN DRIVE: BLADED SWALE DETAIL NOT TO SCALE 4.5' R" " PROPOSED SIDEWALK 1.5% CL PROPOSED 6" CURB AND GUTTER (G -02) 4.25' 0.75' VARIES' VARIES% 0.25' PROPOSED BLADED SWALE PROPOSED 6" CURB AND GUTTER (G -02) MORNING SUN DRIVE WEST: BLADED SWALE DETAIL (STA 20 +07.83 TO 21 +54.89) NOT TO SCALE CL ROW INSTALL 8" PERF. PVC UNDERDRAIN -" 1.5' -2.0' CURB OPENING PER SDSW -102, PER PLANS PLACE 6" RAISED CURB AND BASIN WALLS VARIES BASIN WALLS TW PER PLAN EXTENDED CURB MONOLITHICALLY TW PER PLAN 6" CONC. " EXPANSION JOINT DROP Z TOP OF SIDEWALK WITH SIDE WALLS (SEE NOTE 2) g f. & FILLER MATERIAL -- _ £ STRUCTURE �` - 1.5' FCC CL 6" 3 tFF 2 WALL OPENING CONCRETE WALL PER 4.5' VARIES' ' L USH WITH FIG DETAIL ON THIS SHT. R W TYPE i INLET 0.5'1.50' e f` f *2 - #3 REBARS 5' -5" C PROPOSED PCC SIDEWALK 0 5 TG AND FL w PER SDRSD G -7 CURB 0.5' PER PLAN •...e R/f K F a. �P'�p� 1.5% 0.5' CURB #3 BARS f F e� �J P�� r°n � � � 0.5' � G VARIES% TYP. e r . �QJ0� FIG PER F. K � 5 X a IT _ILI P L:.IyIII,JIi, llI -III III =fII �IIILLER IIII III III,= „111,;,111 „II ¢ LAN 3.00' � � � � � 8" DEEP, 3"-5" DIA COBBLE STONES EXPANSION JOINT & F MATERIAL - PROPOSED 6" PLACED ON TOP OF ENGINEERED SOIL "'• CURB AND PROVIDE 12 "02" BLOCK OUT 0.5' PONDING DEPT GUTTER (G -02) TYPE A -4 FOR DRAIN PIPE PROVIDE 4" DIAMETER SCH. 40 PVC BLOCK CLEANOUT OUT TO ACCOMMODATE IRRIGATION MAINLINE, STEP OUT ZONE PER LATERAL AND CONTROL WIRE /CONDUIT. FILL SDRSD G -7; T =4" *2#3 VOID WITH WATERPROOF SEALER. 2.0' ENGINEERED 0 5 I 6" THICK WALL 2 #3 BARS ALIGNED WITH STEM WALL/ MODIFIED CURB REINFORCEMENT REFER TO IRRIGATION PLANS, SHEETS 25 -29. CURB OPENING DETAIL SOIL MEDIA W/ #4 012" O.C. '7= HIGH WATER INUNDATION LIMIT NOT TO SCALE (V) & (H) CTR'D 6" CONCRETE DROP STRUCTURE 1.0' GRAVEL 12" RCP SO NO SCALE - °• 2.0' CURB OPENING ° ° � PLACE 6" RAISED CURB AND IRRIGATION MAINLINE, LATERAL AND CONTROL EXTENDED CURB MONOLITHICALLY 3 WIRE /CONDUIT TO BE INSTALLED AT THIS LOCATION IN � _j #5 ® 12" O.C. T &B WITH SIDE WALLS (SEE NOTE 2) SOIL MEDIA 3" CLR. ABOVE TOP OF GRAVEL COURSE INSTALL 8" PERF. PVC UNDERDRAIN EXPANSION JOINT L� PER SDSW -102, PER PLANS FILLER MATERIAL (TYP.). REFER TO IRRIGATION PLANS, SHEETS 25 -29. 8' DEEP, 3 " -5" DIA COBBLE STONES i PLACED ON TOP OF ENGINEERED SOIL 8 DEEP, 3 " -5" DIA COBBLE BAND (TYP) 45 1212 CB ;n y y y y #5 CAD 12" O.C. BROOKS BOX � � � -'o GROUT CATCH BASIN ONTO BIORETENTION R/W PROPOSED PCC SIDEWALK 0.5' TG AND FL 0.5� 1.50' 3.00' BASIN FOOTING PER SDRSD G -7 CURB 0.5' PER PLAN NOT TO SCALE 1.5% SECTION B -B: OVERFLOW STRUCTURE DETAIL o.5' cuRe VARIES% FIG PER 0.5' - -- X r z � NOTES: = III = 111.111 111- III -11 II III -III III III, -III= III =III X PLAN Q 1. CONCRETE STRENGTH SHALL BE 3250 PSI (560 -C- 3250). EXPANSION JOINT &FILLER MATERIAL '~ II-III a 2. PROVIDE 4" CURB CUTS FOR SIDEWALK DRAINAGE AS NECESSARY AT LOW POINTS. MIN. 4' O.C.. L o T 4 3. 1.5' OF 3-1/4" GRAVEL FOR BASIN 3, 0' OF GRAVEL FOR ALL OTHER BASINS -O - - - -� PROPOSED 6 / ' CURB AND PROPOSED SIDEWALK 0.5' PONDING DEPT TYPE A -4 GUTTER (G -o2) 2' SWALE CURB CUT DETAIL CLEANOUT STEP OUT ZONE PER NOT TO SCALE 2.0' ENGINEERED SDRSD G -7; T =4" 8" DEEP, 3 " -5" DIA COBBLE STONES SOIL MEDIA ( 6" THICK WALL PLACED ON TOP OF ENGINEERED SOIL W/ #4 @12" O.C. (V) & (H) CTR'D 6" WALL FOR BIORETENTION BASIN° SEE DETAIL THIS SHT 1 5, 12" RCP SD v a 1.0' GRAVEL a q 0.50' 8" DEEP, 3 " -5" DIA COBBLE BAND (TYP) #5 @ 12" O.C. T &B 6" CONCRETE DROP #5; ® 12" O.C. STRUCTURE PER GROUT CATCH BASIN ONTO ` BIORETENTION DETAIL ON THIS SHT. BASIN FOOTING STA PER PLAN SECTION C -C: OVERFLOW STRUCTURE DETAIL FLOW NOTES: NOT TO SCALE � 1. CONCRETE STRENGTH SHALL BE 3250 PSI (560 -C- 3250). OQ OF ESS10 419 2. PROVIDE 4" CURB CUTS FOR SIDEWALK DRAINAGE AS NECESSARY AT LOW POINTS. MIN. 4' O.C.. �� o I\F. EDO lF 3. ROUTE IRRIGATION MAINLINE, LATERALS AND IRRIGATION CONTROL WIRE /CONDUIT TO AVOID OVERFLOW 5620 FRIARS ROAD PLAN VIEW DETAIL: DROP STRUCTURE FOR BIORETENTION AREA STRUCTURE (TYPICAL). REFER TO IRRIGATION PLANS, SHEETS 25 -29. w z m SAN DIEGO, CA92110 NOT TO SCALE o. 619.291.0707 ✓'. CIVIL (FAX)619.291.4165 1 ENGINEERING COMPANY ickengineering.com A San Diego Riverside - Orange - San Luis Obispo - Denver - Sacramento - Phoenix- Tucson 1p ,i 9TH �F C A��E�O CARSON P. EDGINGTON R.C.E. 76519 DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY DRAWN av: CHECKED BY: I I IA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. t AS BVILTS KASAI RED UNDER SUPERVISION OF RECOMMENDED: APPROVE Q: BMP CROSS SECTIONS FOR: La', DATE: to g %4c- a J ENCINITAS ADA & GREEN STREET SI -124 SEE SKEET 1 / ^ „ MATTHEW J. IDELSKI EDWARD J. MMER IMPROVEMENTS Z (/ R.C.E. NO.: 76519 ENGINEER'S NAME DAT CARS EDGINGTON l6zLs 241.9 c ?-� l9 MORNING SUN DRIVE AND WOODSIDE LANE EXP.: 12 31 20 DATE DATE WORK ORDER NO.: CS19B SHEET 14 OF 38 PLACE 6" RAISED CURB AND EXTENDED CURB MONOLITHICALLY WITH SIDE WALLS (SEE NOTE 2) 0.5 1.50' 6" DROP STRUCTURE PER DETAIL ON 1 i.5, PLG CL THIS SHT. -4.5' VARIES' - ^� TDS PER PLAN R,�W 0,5' 4". WALL CUT SEE PLAN VIEW DETAIL BELOW XXX PROPOSED PCC SIDEWALK 0 5 -WIDTH PER PLAN CURB PROPOSED 6" CURB PER G -7 CURB 0.5 0,5' AND GUTTER (G -02) 1.5% INSTALL 8 PERF. '� 2.0' PVC UNDERDRAIN PER VARIES% TW PER PLAN ? TW PER PLAN SDSW -102, PER TOP OF SIDEWALK lI L I I L .IT I I III III -11 111 III -III V I I I ,III -111 III - III -III III -111, ,Ill „ - -- -- PLANS a° N " EXPANSION JOINT FILLER MATERIAL " EXPANSION JOINT EXPANSION JOINT - 0.50% FG PER PLAN 0.5' PONDING DEPT a FILLER MATERIAL FG PER PLAN MAX a' R STEP' OUT ZONE PER 1 „I I„ 0.50% 2.0' ENGINEERED ., - SDRSD G -7; T =4" .5 MAX I " SOIL MEDIA l 6" THICK WALL W/ #4 012" O.C. (V) & (H) CTR'D 1.0' GRAVEL C �_j rl.50C a ° „ 8 PVC PERF. PIPE - o 8 DEEP, 3"-5" DIA COBBLE BAND PLACED 8" PVC PERF. PIPE ON TOP OF ENGINEERED SOIL(TYP) PR OVIDE 12 "02" BLOCK #5 ® 12" O.C. #5 ® 12" O.C. T &B 8" PVC SOLID PIPE OUT FOR DRAIN PIPE 45• VERT. BEND SECTION A -A: BIORETENTION BASIN SECTION D -D: BIORETENTION LONGITUDINAL SECTION NOT TO SCALE NOT TO SCALE NOTES: DROP STRUCTUCTURE NOTES: 1. CONCRETE STRENGTH SHALL BE 3250 PSI (560 -C- 3250). 1. DROP STRUCTURE LOCATIONS DENOTED ON PLANS 2. PROVIDE 4" CURB CUTS FOR SIDEWALK DRAINAGE AS NECESSARY AT LOW POINTS. MIN. 4 O.C.. 2. DROP STUCTURE SPACING BASED ON A MAX HEIGHT OF 1.5' BETWEEN 3. 1.5' OF 3 -1/4" GRAVEL FOR BASIN 3, 0' OF GRAVEL FOR ALL OTHER BASINS BIORETENTION FIG AND TOP OF SIDEWALK. 4.5" R" " PROPOSED I SIDEWALK 1.5% VARIES' VARIES% 0.5' PROPOSED BLADED SWALE MORNING SUN DRIVE: BLADED SWALE DETAIL NOT TO SCALE 4.5' R" " PROPOSED SIDEWALK 1.5% CL PROPOSED 6" CURB AND GUTTER (G -02) 4.25' 0.75' VARIES' VARIES% 0.25' PROPOSED BLADED SWALE PROPOSED 6" CURB AND GUTTER (G -02) MORNING SUN DRIVE WEST: BLADED SWALE DETAIL (STA 20 +07.83 TO 21 +54.89) NOT TO SCALE CL ROW INSTALL 8" PERF. PVC UNDERDRAIN -" 1.5' -2.0' CURB OPENING PER SDSW -102, PER PLANS PLACE 6" RAISED CURB AND BASIN WALLS VARIES BASIN WALLS TW PER PLAN EXTENDED CURB MONOLITHICALLY TW PER PLAN 6" CONC. " EXPANSION JOINT DROP Z TOP OF SIDEWALK WITH SIDE WALLS (SEE NOTE 2) g f. & FILLER MATERIAL -- _ £ STRUCTURE �` - 1.5' FCC CL 6" 3 tFF 2 WALL OPENING CONCRETE WALL PER 4.5' VARIES' ' L USH WITH FIG DETAIL ON THIS SHT. R W TYPE i INLET 0.5'1.50' e f` f *2 - #3 REBARS 5' -5" C PROPOSED PCC SIDEWALK 0 5 TG AND FL w PER SDRSD G -7 CURB 0.5' PER PLAN •...e R/f K F a. �P'�p� 1.5% 0.5' CURB #3 BARS f F e� �J P�� r°n � � � 0.5' � G VARIES% TYP. e r . �QJ0� FIG PER F. K � 5 X a IT _ILI P L:.IyIII,JIi, llI -III III =fII �IIILLER IIII III III,= „111,;,111 „II ¢ LAN 3.00' � � � � � 8" DEEP, 3"-5" DIA COBBLE STONES EXPANSION JOINT & F MATERIAL - PROPOSED 6" PLACED ON TOP OF ENGINEERED SOIL "'• CURB AND PROVIDE 12 "02" BLOCK OUT 0.5' PONDING DEPT GUTTER (G -02) TYPE A -4 FOR DRAIN PIPE PROVIDE 4" DIAMETER SCH. 40 PVC BLOCK CLEANOUT OUT TO ACCOMMODATE IRRIGATION MAINLINE, STEP OUT ZONE PER LATERAL AND CONTROL WIRE /CONDUIT. FILL SDRSD G -7; T =4" *2#3 VOID WITH WATERPROOF SEALER. 2.0' ENGINEERED 0 5 I 6" THICK WALL 2 #3 BARS ALIGNED WITH STEM WALL/ MODIFIED CURB REINFORCEMENT REFER TO IRRIGATION PLANS, SHEETS 25 -29. CURB OPENING DETAIL SOIL MEDIA W/ #4 012" O.C. '7= HIGH WATER INUNDATION LIMIT NOT TO SCALE (V) & (H) CTR'D 6" CONCRETE DROP STRUCTURE 1.0' GRAVEL 12" RCP SO NO SCALE - °• 2.0' CURB OPENING ° ° � PLACE 6" RAISED CURB AND IRRIGATION MAINLINE, LATERAL AND CONTROL EXTENDED CURB MONOLITHICALLY 3 WIRE /CONDUIT TO BE INSTALLED AT THIS LOCATION IN � _j #5 ® 12" O.C. T &B WITH SIDE WALLS (SEE NOTE 2) SOIL MEDIA 3" CLR. ABOVE TOP OF GRAVEL COURSE INSTALL 8" PERF. PVC UNDERDRAIN EXPANSION JOINT L� PER SDSW -102, PER PLANS FILLER MATERIAL (TYP.). REFER TO IRRIGATION PLANS, SHEETS 25 -29. 8' DEEP, 3 " -5" DIA COBBLE STONES i PLACED ON TOP OF ENGINEERED SOIL 8 DEEP, 3 " -5" DIA COBBLE BAND (TYP) 45 1212 CB ;n y y y y #5 CAD 12" O.C. BROOKS BOX � � � -'o GROUT CATCH BASIN ONTO BIORETENTION R/W PROPOSED PCC SIDEWALK 0.5' TG AND FL 0.5� 1.50' 3.00' BASIN FOOTING PER SDRSD G -7 CURB 0.5' PER PLAN NOT TO SCALE 1.5% SECTION B -B: OVERFLOW STRUCTURE DETAIL o.5' cuRe VARIES% FIG PER 0.5' - -- X r z � NOTES: = III = 111.111 111- III -11 II III -III III III, -III= III =III X PLAN Q 1. CONCRETE STRENGTH SHALL BE 3250 PSI (560 -C- 3250). EXPANSION JOINT &FILLER MATERIAL '~ II-III a 2. PROVIDE 4" CURB CUTS FOR SIDEWALK DRAINAGE AS NECESSARY AT LOW POINTS. MIN. 4' O.C.. L o T 4 3. 1.5' OF 3-1/4" GRAVEL FOR BASIN 3, 0' OF GRAVEL FOR ALL OTHER BASINS -O - - - -� PROPOSED 6 / ' CURB AND PROPOSED SIDEWALK 0.5' PONDING DEPT TYPE A -4 GUTTER (G -o2) 2' SWALE CURB CUT DETAIL CLEANOUT STEP OUT ZONE PER NOT TO SCALE 2.0' ENGINEERED SDRSD G -7; T =4" 8" DEEP, 3 " -5" DIA COBBLE STONES SOIL MEDIA ( 6" THICK WALL PLACED ON TOP OF ENGINEERED SOIL W/ #4 @12" O.C. (V) & (H) CTR'D 6" WALL FOR BIORETENTION BASIN° SEE DETAIL THIS SHT 1 5, 12" RCP SD v a 1.0' GRAVEL a q 0.50' 8" DEEP, 3 " -5" DIA COBBLE BAND (TYP) #5 @ 12" O.C. T &B 6" CONCRETE DROP #5; ® 12" O.C. STRUCTURE PER GROUT CATCH BASIN ONTO ` BIORETENTION DETAIL ON THIS SHT. BASIN FOOTING STA PER PLAN SECTION C -C: OVERFLOW STRUCTURE DETAIL FLOW NOTES: NOT TO SCALE � 1. CONCRETE STRENGTH SHALL BE 3250 PSI (560 -C- 3250). OQ OF ESS10 419 2. PROVIDE 4" CURB CUTS FOR SIDEWALK DRAINAGE AS NECESSARY AT LOW POINTS. MIN. 4' O.C.. �� o I\F. EDO lF 3. ROUTE IRRIGATION MAINLINE, LATERALS AND IRRIGATION CONTROL WIRE /CONDUIT TO AVOID OVERFLOW 5620 FRIARS ROAD PLAN VIEW DETAIL: DROP STRUCTURE FOR BIORETENTION AREA STRUCTURE (TYPICAL). REFER TO IRRIGATION PLANS, SHEETS 25 -29. w z m SAN DIEGO, CA92110 NOT TO SCALE o. 619.291.0707 ✓'. CIVIL (FAX)619.291.4165 1 ENGINEERING COMPANY ickengineering.com A San Diego Riverside - Orange - San Luis Obispo - Denver - Sacramento - Phoenix- Tucson 1p ,i 9TH �F C A��E�O CARSON P. EDGINGTON R.C.E. 76519 DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY DRAWN av: CHECKED BY: I I IA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. t AS BVILTS KASAI RED UNDER SUPERVISION OF RECOMMENDED: APPROVE Q: BMP CROSS SECTIONS FOR: La', DATE: to g %4c- a J ENCINITAS ADA & GREEN STREET SI -124 SEE SKEET 1 / ^ „ MATTHEW J. IDELSKI EDWARD J. MMER IMPROVEMENTS Z (/ R.C.E. NO.: 76519 ENGINEER'S NAME DAT CARS EDGINGTON l6zLs 241.9 c ?-� l9 MORNING SUN DRIVE AND WOODSIDE LANE EXP.: 12 31 20 DATE DATE WORK ORDER NO.: CS19B SHEET 14 OF 38 STA 10 +74.36 (814 MORNING SUN DRIVE) STA 10 +75.59 (817 MORNING SUN DRIVE) STA 11 +23.85 (817 MORNING SUN DRIVE) STA 11 +87.80 (820 MORNING SUN DRIVE) STA 12 +26.94 (823 MORNING SUN DRIVE SCALE 1 " =10' SCALE 1 " =10' SCALE 1 " =10' SCALE 1 " =10' SCALE 1 " =10' STA 12 +80.37 (826 MORNING SUN DRIVE) STA 13 +34.37 (829 MORNING SUN DRIVE) STA 14 +74.52 (835 MORNING SUN DRIVE) STA 15 +34.74 (841 MORNING SUN DRIVE) STA 16 +08.45 (847 MORNING SUN DRIVE) SCALE 1 " =10' I SCALE 1 " =10' SCALE 1 " =10' SCALE 1 " =10' SCALE 1 " =10' STA 16 +81.83 (850 MORNING SUN DRIVE) STA 17 +69.00 (856 MORNING SUN DRIVE) STA 18 +34.40 (859 MORNING SUN DRIVE) STA 18 +54.39 (862 MORNING SUN DRIVE) STA 18 +98.76 (865 MORNING SUN DRI SCALE 1 " =10' SCALE 1 " =10' SCALE 1 " =10' SCALE 1 " =10'- SCALE 1 " =10' s STA 19 +92.00 (903 MORNING SUN DRIVE) STA 20 +93.80 (909 MORNING SUN DRIVE) STA 21 +88.20 (915 MORNING SUN DRIVE) SCALE 1 " =10' SCALE 1 " =10' SCALE 1 " =10' ESSl0 EDGE F 5620 FRIARS ROAD z No. 6 19 m SAN DIEGO, CA 92110 � 619.291.0707 CIVIL (FAX)619.291.4165 9TFOF ENGINEERING COMPANY r i c k e n g i n e e r i n g. c o m lC 7 X19 San Diego - Riverside - Orange - San Luis Obispo - Denver - Sacramento - Phoenix - Tucson - CARS O P. EDGINGTON R.GE. 76519 DATE Cp`t�4� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN b CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. - U L PLANS P PARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: DRIVEWAY DETAILS FOR: DATE: to w d. qv ENCINITAS ADA & GREEN STREET SI -124 SEE SHEET 1 R.C.E. NO.: 76519 MATTHEW J. IDELSKI EDWARD J. 1 ER IMPROVEMENTS Z� �� /V / MORNING SUN DRIVE AND WOODSIDE LANE ENGINEER'S NAME DAT CA VON E GINGTON EXP.: 12 31 20 DATED DATT- woRKORDER NO.: SHEET15 OF 38 STA 22 +18.51 (916 MORNING SUN DRIVE) STA 22 +79.44 (921 MORNING SUN DRIVE) STA 23 +71.05 (927 MORNING SUN DRIVE) STA 24 +68.43 (933 MORNING SUN DRIVE) STA 25 +77.84 (939 MORNING SUN DR SCALE 1 " =10' SCALE 1 " =10' SCALE 1 " =10' SCALE 1 " =10' SCALE 1 " =10' STA 10 +98.79 (820 WOODSIDE LANE) STA 13 +31.23 (829 WOODSIDE LANE) STA 15 +79.07 (835 WOODSIDE LANE) STA 18 +18.58 (841 WOODSIDE LANE) STA 18 +25.19 (842 WOODSIDE LANE SCALE 1 " =10' SCALE 1 " =10' SCALE 1 " =10' SCALE 1 " =10' SCALE 1 " =10' (FS 250.04) FS 249.17 (FS 248.39) (FS 245.08) FS 244.03 (FS 2 42.95) (FS 238.46) FS 239.61 (FS 240.49 (FS 240.07) FS 239.22 (FS 238.30) FS 249.98 FS 248.30 FS 245.01 FS 242.83 - FS 238.37 n FS 240.41; . n FS 240.01 FS 238.23 " a E. 0" TC =FL 249.26 v �� o. �- c �� J �0" TC =FL 241.82 0" TC =FL 237.39 ° � v 0" TC =FL 23 .83 = a °' 8.6% .a. 0' TC =FL 237.49 d 8.4 %t 0" TC =FL 247.43 0' TC =FL 244.11 °8'S %. 2 " --V6.. TC 237.63 < . -_ f 6 6" TC 240 67 . = 6 TC 239 98. _ -. / a� " „ - 6 TC 247.69 6 TC 244.90 o: 7 r a t 1 r 'Ate.:{ t 4. `r 1 . i i _ � J� --_ 7 �- l y x a _._ .. _. E _' �......:. _ -..... --- ..._t.. _.. 0 TC FL 243.01.. �_ - .--- -� _ __ ____ � _ .� � Vt IV - ... n _.- ..- -...._ _........ ___.....__...0 TC FL 238.56- ._ -_.. - _. - - .............. _._..._._. _........ _..._......_ _:........0 TC FL 238.36......__ -... : _._.:rte . - ............- _..........._.- _ ....____ .._.. �.___.......6 TC 250.1.1.... 0 TC FL 248. 7.:_:__:_..- __........ � _. _.. _ .......... _ _..._ __.. � .... �� r _ .__..., _.._..._ ......... .__.. _, _ _- ....... -..__ ... . ........:.. _. _ :.::... ...- ..::.. 242. _.... .. _._.. _ _.: -_.._. _ . _... __.. :..._..... �a _ - - ......._r..._....� � � �T ................ _ _ ............ - .. _... _ ... °° `- _......_- _.._.....__ ... _.. _._. _. _........ TC .._.- .__..... .._..- __. ... ........ ... -..... '..d.- _.._�.. __. _....o- -i• o .._.. ......... ..__� ............ ..�.... .mT».._ «e....._.�.. _.... .. .:::. ............ � . -.... ....,....___ ...�......- ....- ....._......... .. vu.TR...� -- .... e..� ............. ...._.. ..:.. ...:: ....: mac. .::_.:_.� --...- _ __ ...:: ....r..:....t i. _ . .�- ..- ...�..- ._._ ............:. .. ..e��..::''. 000W _. s STA 18 +67.94 (846 WOODSIDE LANE) STA 19 +21.83 (850 WOODSIDE LANE) STA 19 +67.96 (849 WOODSIDE LANE) STA 19 +69.23 (854 WOODSIDE LANE) SCALE 1 " =10' SCALE 1 " =10' SCALE 1 " =10' SCALE 1 " =10' ESS/0 �oQ�'OF P. Eol F 5620 FRIARS ROAD Q o w z m No.76519 SAN DIEGO, CA 92110 Ly 619.291.0707 JJ. CIVIL \Q ENGINEERING COMPANY (FAX)619.291.4165 rickengineering.com l0 ? ZQ /9 qTF Q� �F San Diego Riverside - Orange - San LuisObispo - Denver - Sacramento - Phoenix - Tucson CARSON P. EDGINGTON R.C.E. 76519 DATE CAO CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: I DRAWN BY: 1 CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. - 13VILIS DATE: iotvzpl RECOMMENDED: APP OV D: II t+ 4 DRIVEWAY DETAILS FOR: ENCINITAS ADA & GREEN STREET $� -124 SEE SHEET � R.G.E. NO.: 76519 MATTHEW J, IDELSKI EDWARD J. MER IMPROVEMENTS 19%�l' ! J �1% MORNING SUN DRIVE AND WOODSIDE LANE YE NEE s NAME DA c soN EDGINGTON EXP.:12/31/20 DATE DATE WORK ORDER NO.: CS196 1 SHEET 16 OF 38 �j SCALE 1" =10' VN CUL DE SAC- WOODSIDE LANE SCALE 1 " =10' ESS/0 �oQ�tOf Epo F 5620 FRIARS ROAD w C U o 0.76519 N z rn � SAN DIEGO, CA 92110 619.291.0707 l J� CIVIL (FAX)619.291.4165 9TFor ENGINEERING COMPANY rickengineering . com San Diego Riverside - Orange - San LuisObispo - Denver - Sacramento - Phoenix - Tucson CARS N P. DGINGTON R.C.E. 76519 DATE CNO�� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: I DRAWN BY: 1 CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. AS- SWUM PLANS REPARED UNDER SUPERVISION OF RECOMMENDED: V D: ' DRIVEWAY DETAILS FOR: DATE: io( -Z&l a cj�j � - ENCINITAS ADA & GREEN STREET SI -124 SEE SHEET (2L R.C.E. NO.: 76519 MATTHEW J. IDELSKI EDWARD J.W ER IMPROVEMENTS �--� Z� O /U/ % P.Lr MORNING SUN DRIVE AND WOODSIDE LANE GINEER'S NAME DATE C ON EDGINGTON EXP.: 12 31 20 DA E D WORK ORDER NO.: SHEET 17 OF 38 LEGEND TRAFFIC SIGNAL TS GRIND GR PAVEMENT MARKING r DIRECTION OF TRAVEL y PORTABLE SIGN fW20 -1 FLASHING ARROW SIGN EEE FAS EXISTING SIGN (C30) TYPE III BARRICADE I—I TYPE III BARRICADE I=i C30 WITH SIGN TRAFFIC CONE • WORK ZONE FLAGGER -0 f D n z C9A 'I (CA) STAGE 1 PORTION OF STORM DRAIN INSTALLATION ON MORNING SUN DR. t G20 -2 �e t+ o 0 c d4 + ` J DWY 20 56' m W3 -4 A k i tA\ i A R4' GENERAL NOTES 1) CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE PROPERTY WHENEVER POSSIBLE. 2) CONE SPACING SHALL BE 15 FEET MAXIMUM IN WORK ZONE. 3) EACH ADVANCE WARNING SIGN SHALL BE EQUIPPED WITH AT LEAST TWO FLAGS FOR DAYTIME CLOSURE. EACH FLAG SHALL BE AT LEAST 16" x 16" IN SIZE AND SHALL BE ORANGE OR FLOURESCENT RED - ORANGE IN COLOR. FLASHING BEACONS_ SHALL BE PLACED AT THE LOCATIONS INDICATED FOR LANE CLOSURE DURING HOURS OF DARKNESS. 4) TRENCHES SHALL BE BACK - FILLED OR STEEL - PLATED DURING NON -WORK HOURS. STEEL PLATES SHALL HAVE AN ASPHALTIC RAMP ON ALL EDGES, OR RECESSED AND FLUSHED W /ROAD SURFACE SECURELY SUPPORTED SO THEY WON'T ROCK AND A SIGN POSTED NEAR THE PLATES IDENTIFYING THE CONTRACTORS NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER. ALL DIRT, DUST, AND DEBRIS SHALL BE REMOVED FROM THE STREET AT THE END OF EACH DAY AND AT THE END OF THE JOB WITH ALL USA MARKOUTS. THE STREET SHALL BE KEPT IN A DRIVABLE CONDITION AT ALL TIMES. b SIGNS THIS SHEET G20 -2 !il .i 1, CONSTRUCTION NOTES ? DWY CONTRACTOR TO INSTALL R26(CA) 72 HOURS IN ADVANCE OF THIS STAGE CONSTRUCTION. FLAGGER R_ R9 -9 WORK R9 -9f {�_ ZONE d 2 t W20 -1� ' c� G20 -2 U O Q � N �.i1 FI tIf 1 Z C9A i �E5 (CA)�# ° I1 C) Q 1 W3 -4 :I WOODSIDE ; LANE a I I LO N (DNS) 6 '' G� I�/ I' 20 +00 - 20 56 D W1' b m Xo�,� W3 -4 FLAGGER �g o , 4 100 SIGN f' + I SPACING 3 (CA) r, 3 + t ffj t��5 W20 -11 STAGE 2 PORTION OF STORM DRAIN INSTALLATION ON MORNING SUN DR. 1 LA WORK _ ZONE DWY "o �t '0. FLAGGER b , DWY N ! 0 4' HIGH OSHA ORANGE` 'OO E ° SAFETY FENCE T Q ' r7 (n m tx Q Q P p P ° m q o - U .E Q�OF ESS /pN F l M. JU0 F�c' � m 5620 FRIARS ROAD . SAN DIEGO, CA 92110 0 20 40 ' 80 No. IVIL ' Tr st 19.299.291.4165 J�9TF CIVIL ENGINEERING COMPANY ( rickengineering.com SCALE: 1 =40' 7 OF CN�� MARK AR R.C.E. 66939 DATE San Diego Riverside - Orange -San Luis Obispo - Denver - Sacramento - Phoenix - Tucson CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. 1 Z INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP OVED' TRAFFIC CONTROL PLAN FOR: DESCRIPTION: PUBLIC WORKS DATE: L!! -1% %!aku qd/�+ l : _ ENCINITAS ADA & GREEN STREET S LOCATION' S I' 124 PLANNING MATTHER J. DELSWI KI EDWARD J. I MER TRAFFIC CONTROL RECORD FROM: � G- /(r 1•L� R.C.E. NO.: 66939 REVIEWER G 1 0 /2 19 MORNING SUN DRIVE AND WOODSIDE LANE ELEVATION: DATUM: NAVD88 ENGINEER DATE MARK M. JUGAR EXP.:09 30 20 DATE A E �— WORK ORDER NO.: CS196 SHEET 19 OF 38 INSPECTOR �L 00 lam/ WOODSIDE 0 Z(SN LANE v STAGE 1 PORTION OF STORM DRAIN INSTALLATION ON MORNING SUN DR. t G20 -2 �e t+ o 0 c d4 + ` J DWY 20 56' m W3 -4 A k i tA\ i A R4' GENERAL NOTES 1) CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE PROPERTY WHENEVER POSSIBLE. 2) CONE SPACING SHALL BE 15 FEET MAXIMUM IN WORK ZONE. 3) EACH ADVANCE WARNING SIGN SHALL BE EQUIPPED WITH AT LEAST TWO FLAGS FOR DAYTIME CLOSURE. EACH FLAG SHALL BE AT LEAST 16" x 16" IN SIZE AND SHALL BE ORANGE OR FLOURESCENT RED - ORANGE IN COLOR. FLASHING BEACONS_ SHALL BE PLACED AT THE LOCATIONS INDICATED FOR LANE CLOSURE DURING HOURS OF DARKNESS. 4) TRENCHES SHALL BE BACK - FILLED OR STEEL - PLATED DURING NON -WORK HOURS. STEEL PLATES SHALL HAVE AN ASPHALTIC RAMP ON ALL EDGES, OR RECESSED AND FLUSHED W /ROAD SURFACE SECURELY SUPPORTED SO THEY WON'T ROCK AND A SIGN POSTED NEAR THE PLATES IDENTIFYING THE CONTRACTORS NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER. ALL DIRT, DUST, AND DEBRIS SHALL BE REMOVED FROM THE STREET AT THE END OF EACH DAY AND AT THE END OF THE JOB WITH ALL USA MARKOUTS. THE STREET SHALL BE KEPT IN A DRIVABLE CONDITION AT ALL TIMES. b SIGNS THIS SHEET G20 -2 !il .i 1, CONSTRUCTION NOTES ? DWY CONTRACTOR TO INSTALL R26(CA) 72 HOURS IN ADVANCE OF THIS STAGE CONSTRUCTION. FLAGGER R_ R9 -9 WORK R9 -9f {�_ ZONE d 2 t W20 -1� ' c� G20 -2 U O Q � N �.i1 FI tIf 1 Z C9A i �E5 (CA)�# ° I1 C) Q 1 W3 -4 :I WOODSIDE ; LANE a I I LO N (DNS) 6 '' G� I�/ I' 20 +00 - 20 56 D W1' b m Xo�,� W3 -4 FLAGGER �g o , 4 100 SIGN f' + I SPACING 3 (CA) r, 3 + t ffj t��5 W20 -11 STAGE 2 PORTION OF STORM DRAIN INSTALLATION ON MORNING SUN DR. 1 LA WORK _ ZONE DWY "o �t '0. FLAGGER b , DWY N ! 0 4' HIGH OSHA ORANGE` 'OO E ° SAFETY FENCE T Q ' r7 (n m tx Q Q P p P ° m q o - U .E Q�OF ESS /pN F l M. JU0 F�c' � m 5620 FRIARS ROAD . SAN DIEGO, CA 92110 0 20 40 ' 80 No. IVIL ' Tr st 19.299.291.4165 J�9TF CIVIL ENGINEERING COMPANY ( rickengineering.com SCALE: 1 =40' 7 OF CN�� MARK AR R.C.E. 66939 DATE San Diego Riverside - Orange -San Luis Obispo - Denver - Sacramento - Phoenix - Tucson CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. 1 Z INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP OVED' TRAFFIC CONTROL PLAN FOR: DESCRIPTION: PUBLIC WORKS DATE: L!! -1% %!aku qd/�+ l : _ ENCINITAS ADA & GREEN STREET S LOCATION' S I' 124 PLANNING MATTHER J. DELSWI KI EDWARD J. I MER TRAFFIC CONTROL RECORD FROM: � G- /(r 1•L� R.C.E. NO.: 66939 REVIEWER G 1 0 /2 19 MORNING SUN DRIVE AND WOODSIDE LANE ELEVATION: DATUM: NAVD88 ENGINEER DATE MARK M. JUGAR EXP.:09 30 20 DATE A E �— WORK ORDER NO.: CS196 SHEET 19 OF 38 INSPECTOR LEGEND TRAFFIC SIGNAL TS GRIND GR PAVEMENT MARKING DIRECTION OF TRAVEL PORTABLE SIGN FW20 -1 FLASHING ARROW SIGN EEE FAS EXISTING SIGN 0 (C30) TYPE III BARRICADE H__i TYPE III BARRICADE I=I C30 WITH SIGN TRAFFIC CONE • WORK ZONE FLAGGER GENERAL NOTES 1) CONTRACTOR SHALL MAINTAIN •,;,ACCESS TO PRIVATE PROPERTY WHENEVER POSSIBLE. 2) CONE SPACING SHALL BE 15 FEET MAXIMUM IN WORK ZONE. 3) EACH ADVANCE WARNING SIGN, SHALL BE EQUIPPED WITH AT LEAST TWO FLAGS FOR DAYTIME CLOSURE. EACH FLAG SHALL BE AT LEAST 16" x 16" IN SIZE AND SHALL BE ORANGE OR FLOURESCENT RED — ORANGE IN COLOR. FLASHING BEACONS SHALL BE PLACED AT THE LOCATIONS INDICATED FOR LANE CLOSURE DURING HOURS OF DARKNESS, 4) TRENCHES SHALL BE BACK — FILLED OR STEEL - PLATED DURING NON —WORK HOURS. STEEL PLATES SHALL HAVE AN ASPHALTIC RAMP ON ALL EDGES, OR RECESSED AND FLUSHED W /ROAD SURFACE SECURELY SUPPORTED SO THEY WON'T ROCK AND A SIGN POSTED NEAR THE PLATES IDENTIFYING THE CONTRACTORS NAME AND 24 HOUR EMERGENCY ,TELEPHONE NUMBER. ALL DIRT, DUST, AND DEBRIS SHALL BE REMOVED FROM THE STREET AT THE END OF EACH DAY AND AT THE END OF THE JOB WITH ALL USA MARKOUTS. THE STREET SHALL BE KEPT IN A DRIVABLE CONDITION AT ALL TIMES. STAGE 3 PORTION OF STORM DRAIN INSTALLATION ON MORNING SUN DR. 10' CONE SPACING d FLAGGER d� CONSTRUCTION NOTES ❑1 CONTRACTOR TO INSTALL R26(CA) 72 HOURS IN ADVANCE OF THIS STAGE CONSTRUCTION. s SIGNS THIS SHEET G20 -2 Lo W20 -1i 0 A W o DwY 0' % z" b DW % d rj DWY 50' o { + O 250' SIGN 0 PEN�d G SPACING 250' SIGN SPACING 250' SIGN FLAGGER — SPACING _� R4 -7A `" _ W3 -4 R4_ 7A 16 32' - -- (SS) — ____ C9A(CA) 1 14 +00 W20— 16' C14 0 d..... -. -� MORNING - - z1 SUN i-�' � ZONE DRIVE 4 HIGH OSHA ORANGE G20 -2 SAFETY FENCE `4 a NAD 83 California Coordinate System Zone 6 -------- - . _ ftnF E SS/O/p woe Basis of Bearings 5620 FRIARS ROAD No.66939 z m SAN DIEGO, CA 92110 0 20 40 80 ; i�l619.291.0707 " l O —;—let (FAX)614. 291.4165 SCALE: 1 =40' ` ENGINEERING COMPANY rickengineering.com MARK M. JUGAR R.C.E. 66939 DATE San Diego Riverside - Orange - San Luis Obispo - Denver - Sacramento - Phoenix - Tucson _ CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP OVED' TRAFFIC CONTROL PLAN FOR: DESCRIPTION: LOCATION: PUBLIC WORKS DATE: 10-3 -19 %N60- d 9Vrilc4l,; ( - ENCINITAS ADA & GREEN STREET �+ S� -124 RECORD FROM: �- �1 -2e2� PLANNING R.C.E. NO.: 66939 MATTHER J. 1DELSKI EDWARD J. (VI )AMER TRAFFIC CONTROL REVIEWER q 10A /20/ 9 MORNING SUN DRIVE AND WOODSIDE LANE ELEVATION: DATUM: NAVD88 ENGINEER DATE INSPECTOR MARK M. JUGAR EXP.: 30 20 DATE DATE WORK ORDER NO.: CS19B SHEET 20 OF 38 LEGEND TRAFFIC SIGNAL TS GRIND GR PAVEMENT MARKING r DIRECTION OF TRAVEL PORTABLE SIGN FW20 -1 FLASHING ARROW SIGN EEK FAS EXISTING SIGN n (C30) TYPE III BARRICADE I _d TYPE III BARRICADE HiI C30 WITH SIGN SIGNS THIS SHEET i } ; G20 -2 W20 -?�� Nz U O oa I 6 TRAFFIC CONE • "---� WORK ZONE ® ��Z A 1 Aa-+ C12(GA) FLAGGER �j 15' CONE_ p SPACING q LO AWN1' CONE � -,. _.�.- _-5� -' ...��.��_�� .�.,��.� _��- ��;� -'� � ° -� - �-- �.��. �� _ �._ - - - -- � � ' _ + F- 0 °o- N ; SPACING (SNS) —� N LL_ Ld N� o + 2 _ a a +- 1 +o0 20 +,Qo 21 +oo ' —� cn __— + 22 +00 p w w SNS) r ~_ z _ 26' WORK - J m 15 CONE �m o '� w SPACING ZONE Q Q 1 Q Q I Lj �„ - u- W20 -1 �-R GLUE DOWN k RNjNG SUN o ;{ t lit i DELINEATORS 1VIO N��1{ 10' SPACING P r P _ I;' ft' G20 -2 ADJACENT BASINS W20 -5 i 41 2 (BIKE) CONSTRUCTION NOTES STAGE 4 PORTION OF SIDEWALK, CROSS GUTTER; Q p' P ❑1 CONTRACTOR TO INSTALL R26(CA) 72 HOURS IN ADVANCE OF THIS WORK STAGE CONSTRUCTION. PEDESTRIAN RAMP, DRIVEWAYS AND BASIN CONSTRUCTION ON EAST SIDE OF MORNING f ZONE SUN DR. W11 -1/ :.{ CONTRACTOR TO PLACE SIGN R9 -11(L) ON SOUTH EAST CORNER OF 2 W16 -1P," �Q RANCHO SANTA FE ROAD AND CALLE ACERVO. 2 r 15 CONE v f # NG , 3❑ CONTRACTOR TO PLACE SIGN R9 -11(R) ON SOUTH WEST CORNER SPACI p P OF RANCHO SANTA FE ROAD AND OLIVE CREST DRIVE. C30(CA) i i � MORNING SUN DR MORNING K/ Ir ! Y p 15' CONE SUN CT 1 j! SPACING DWY GENERAL NOTES N —_ -- 15' CONE �9 -9 1) CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE PROPERTY c\! _ f SPACING f l :'° , }' 15' CONE WHENEVER POSSIBLE. — C. rf — �7_ t SPACING 30' 411111111111 2) CONE SPACING SHALL BE 15 FEET MAXIMUM IN WORK, ZONE. (/) j ( — — I _ — Wli -1/°' {' Ld O 23 +00 4 +00 I 1� 3) EACH ADVANCE WARNING SIGN SHALL BE EQUIPPED WITH AT Z m ® R9 —'3 Q %, ��' Y J LEAST TWO FLAGS FOR DAYTIME CLOSURE. EACH. FLAG SHALL �� - � �4' � � f BE AT LEAST 16" x 16" IN SIZE AND SHALL BE ORANGE OR = L'I W (Wl4 ---2! i FLOURESCENT RED — ORANGE IN COLOR. FLASHING BEACONS (n 0 . R1 -1 SHALL BE PLACED AT THE LOCATIONS INDICATED FOR LANE Q Q Q WORK CLOSURE DURING HOURS OF DARKNESS. ( 1 ZONE Q W,i 4) TRENCHES SHALL BE BACK— FILLED OR STEEL— PLATED DURING r NON —WORK HOURS. STEEL PLATES SHALL- HAVE AN ASPHALTIC / (SN RAMP ON ALL EDGES, OR RECESSED AND FLUSHED W /ROAD 2S SH /F R1 1) 1 SURFACE SECURELY SUPPORTED SO THEY WON'T ROCK AND A SIGN POSTED NEAR THE PLATES IDENTIFYING THE CONTRACTORS E R9 —g NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER. ALL DIRT, e g DUST, AND DEBRIS SHALL BE REMOVED FROM THE STREET AT 3 boa 1 1 8 THE END OF EACH DAY AND AT THE END OF THE JOB WITH ALL NPR SySte USA MARKOUTS. THE STREET SHALL BE KEPT IN A DRIVABLE �e CONDITION AT ALL TIMES. G ° °Caaa eof\ngs I rI ll Ca\\forr\a Bass 0f G20 -2 'r i ` � ��" vi 2 �OQ�OfESS /pygl c r'} V �� RK M. JUC Z 5620 FRIARS ROAD] W20 -1 ( t r SAN DIEGO, CA 92110 0 20 40 80 I f j No.66939 619.291.0707 f' JJ9 CIVIL Q (FAX)619.291.4165 SCALE: 1 " =40' lA TFor CN!\E�� ENGINEERING COMPANY ckenginee ring.com MARK JUGAR R.C.E. 66939 DATE San Diego Riverside - Orange - San Luis Obispo - Derrver - Sacramento - Phoenix - Tucson CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: I DRAWN BY: 1 CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. WE— AS - RuILTS DESCRIPTION: INT. DATE PLANS PREP RED UNDER SUPERVISION OF RECOMMENDED: ME6A, TRAFFIC CONTROL PLAN FOR: LOCATION: PUBLIC WORKS DATE: / e- -1 9 •„ d �� ENCINITAS ADA & GREEN STREET SI -124 PLANNING MATTHER J. ELSVVi� KI EDWARD J. MMER TRAFFIC CONTROL RECORD FROM: / (p -(b- 1 . - -�— R.C.E. NO.: 66939 ELEVATION: DATUM: NAVD88 ENGINEER DATE REVIEWER O 'Zoe MORNING SUN DRIVE AND WOODSIDE LANE INSPECTOR MARK M. JUGAR EXP.:09 30 20 DATE DATEf WORK ORDER NO.: CS19B SHEET 21 OF 381 Z t� 1,44 LEGEND TRAFFIC SIGNAL TS GRIND GR PAVEMENT MARKING r DIRECTION OF TRAVEL y PORTABLE SIGN FW20 -1 FLASHING ARROW SIGN EEE FAS EXISTING SIGN TYPE III BARRICADE I—I TYPE III BARRICADE F=l C30 WITH SIGN TRAFFIC CONE • WORK ZONE FLAGGER STAGE 5 PORTION OF SIDEWALK, DRIVEWAYS AND BASIN CONSTRUCTION ON WEST SIDE OF MORNING SUN DR AND EAST SIDE OF MORNING SUN COURT. 15' CONE SPACING CONSTRUCTION NOTES ❑ 1 CONTRACTOR TO INSTALL R26(CA) 72 HOURS IN ADVANCE OF THIS STAGE CONSTRUCTION. WORK ZONE GLUE DOWN DELINEATORS 10' SPACING ADJACENT BASIN •- ZONE GLUE DOWN DELINEATORS 10' SPACING ADJACENT BASIN LN 7"8"00 �11 ROMMAW 1 WORK ZONE d� A�* a GENERAL NOTES 1) CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE PROPERTY WHENEVER POSSIBLE. 2) CONE SPACING SHALL BE 15 FEET MAXIMUM IN WORK ZONE. 3) EACH ADVANCE WARNING SIGN SHALL BE EQUIPPED WITH AT LEAST TWO FLAGS FOR DAYTIME CLOSURE. EACH FLAG SHALL BE AT LEAST 16" x 16" IN SIZE AND SHALL BE ORANGE OR FLOURESCENT RED — ORANGE IN COLOR. FLASHING BEACONS SHALL BE PLACED AT THE LOCATIONS INDICATED FOR LANE CLOSURE DURING HOURS OF DARKNESS. 4) TRENCHES SHALL BE BACK — FILLED OR STEEL — PLATED DURING NON —WORK HOURS. STEEL PLATES SHALL HAVE AN ASPHALTIC RAMP ON ALL EDGES, OR RECESSED AND FLUSHED W /ROAD SURFACE SECURELY SUPPORTED SO THEY WON'T ROCK AND A SIGN POSTED NEAR THE PLATES IDENTIFYING THE CONTRACTORS NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER. ALL DIRT, DUST, AND DEBRIS SHALL BE REMOVED FROM THE STREET AT THE END OF EACH DAY AND AT THE END OF THE JOB WITH ALL USA MARKOUTS. THE STREET SHALL BE KEPT IN A DRIVABLE CONDITION AT ALL TIMES. TA►'tr< r� R�9 -3� - 00 +9� _pw MORNIN G SUN DR SPACING I G d C12(CA) �z C12(CA) SP CING W20 -1 - oo G20 -2 _. let �R9 -9 i x� d SIGNS THIS SHEET � ROAD WORK NARROW r y AHEAD L ANE SIDEWALK I 3 CLOSED DWY o° 15' CONE W20 -1 C12(CA) R9 -9 SPACING 7� R9 -9 l%� ANY � END 6 3tIE ROADWORK B5 S L°re M ) y tee Pte s R9 -3 R26(CA) G20 -2 der° G ° \` {Or G ° °r s 0{ 5e s °\Q °r \r9 oOOF E S S /py� � m 5620 FRIARS ROAD No.66939 SAN DIEGO, CA 92110 0 20 40 80 - t7" # 619.291.0707 (FAX)619.291.4165 ST CIVIL ENGINEERING COMPANY rickengineering.com SCALE: 1 " =40' !� -3 �� 9 T(7" ' q OF CA`\ \1 MARK M. JUGAR R.C.E. 66939 DATE San Diego Riverside - Orange - San Luis Obispo - Denver - Sacramento - Phoenix- Tucson CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. DESCRIPTION: INT. DATE PLANS PR PARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: TRAFFIC CONTROL PLAN FOR: LOCATION: PUBLIC WORKS DATE: !° -3-�9 a 441,W, i1 ENCINITAS ADA & GREEN STREET S PLANNING MATTHER J. IDELSKI EDWARD J. MER TRAFFIC CONTROL SI -124 RECORD FROM: G ^/F 2• :� &MJUG::A:R:� R.C.E. NO.: 66939 ELEVATION: DATUM: NAVD88 ENGINEER DATE REVIEWER . .0 MORNING SUN DRIVE AND WOODSIDE LANE INSPECTOR MARK EXP.:09 30 20 DATE DATE! WORK ORDER NO.: CSI 9B SHEET 22 OF 38 Q Q •• LEGEND TRAFFIC SIGNAL TS GRIND GR PAVEMENT MARKING DIRECTION OF TRAVEL y PORTABLE SIGN FW20 -1 FLASHING ARROW SIGN EEE FAS EXISTING SIGN n TYPE III BARRICADE I—I TYPE III BARRICADE HzI C30 WITH SIGN TRAFFIC CONE • WORK ZONE FLAGGER A GENERAL NOTES 1) CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE PROPERTY WHENEVER POSSIBLE. 2) CONE SPACING SHALL BE 15 FEET MAXIMUM IN WORK ZONE 3) EACH ADVANCE WARNING SIGN SHALL BE EQUIPPED WITH AT LEAST TWO FLAGS FOR DAYTIME CLOSURE. EACH FLAG SHALL BE AT LEAST 16" x 16" IN SIZE AND SHALL BE ORANGE OR FLOURESCENT RED — ORANGE IN COLOR. FLASHING BEACONS SHALL BE PLACED AT THE LOCATIONS INDICATED FOR LANE CLOSURE DURING HOURS OF DARKNESS. 4) TRENCHES SHALL BE BACK — FILLED OR STEEL— PLATED DURING NON —WORK HOURS. STEEL PLATES SHALL HAVE AN ASPHALTIC RAMP ON ALL EDGES, OR RECESSED AND FLUSHED W /ROAD SURFACE SECURELY SUPPORTED SO THEY WON'T ROCK AND A SIGN POSTED NEAR THE PLATES IDENTIFYING THE CONTRACTORS NAME AND 24 HOUR EMERGENCY TELEPHONE :NUMBER. ALL DIRT, DUST, AND DEBRIS SHALL BE REMOVED FROM THE STREET AT THE END OF EACH DAY AND AT THE END OF THE JOB WITH ALL CONSTRUCTION NOTES CONTRACTOR TO INSTALL R26(GA) 72 HOURS IN ADVANCE OF THIS STAGE CONSTRUCTION. WORK SIGNS THIS SHEET D D N Q U) W W W � Z J W ULLJ I- I� Zone 6 . \A NO Sys {ecc d'�ro�e Goof eon \ \(v ��QtZQFESS /p y�l Go�l�o <r \o gos s of `3 �� P�K M JUC9 Fc h � � Z c� m 5620 FRIARS ROAD • No.66939 SAN DIEGO, CA 92110 0 20 40 80 619.291.0707 (FAX)619.291.4165 J� CIVIL ENGINEERING COMPANY rickengineering.com SCALE: 1 » =40' to —3��9 %F 9 OF CA��F � MARK M. JUGAR R.C.E. 66939 DATE San Diego Riverside - Orange - San Luis Obispo - Denver - Sacramento - ..Phoenix - Tucson CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: ; CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: A OV TRAFFIC CONTROL PLAN FOR: DESCRIPTION: PUBLIC WORKS DATE: 10-3 LOCATION: qk . _W_ S I -124 RECORD FROM: � PLANNING R.C.E. NO.: 66939 MATTHER J. IDELSKI EDWARD J. MMER TRAFFIC CONTROL ELEVATION: DATUM: NAVD88 ENGINEER DATE REVIEWER IO ZS' 2019 v 20 MORNING SUN DRIVE AND WOODSIDE LANE wCPFC.TnR M. JUGAR EXP.:09 30 20 DATE DAT WORK ORDER NO.: CS19B SHEET 23 OF 38 LEGEND TRAFFIC SIGNAL TS GRIND GR PAVEMENT MARKING r DIRECTION OF TRAVEL y PORTABLE SIGN FW20 -1 FLASHING ARROW SIGN EEE FAS EXISTING SIGN TYPE III BARRICADE I--I TYPE III BARRICADE F=l C30 WITH SIGN TRAFFIC CONE • WORK ZONE FLAGGER WORK_ 0 0 I ZONE 00 Q � ~W� Z Cn I . .1► U � I I GENERAL NOTES 1) CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE PROPERTY WHENEVER POSSIBLE. 2) CONE SPACING SHALL BE 15 FEET MAXIMUM IN' WORK ZONE, 3) EACH ADVANCE WARNING SIGN SHALL BE EQUIPPED WITH AT LEAST TWO FLAGS FOR DAYTIME CLOSURE. EACH FLAG SHALL BE AT LEAST 16" x 16" IN SIZE AND SHALL BE ORANGE OR FLOURESCENT RED — ORANGE IN COLOR. FLASHING BEACONS SHALL BE PLACED AT THE LOCATIONS INDICATED FOR LANE CLOSURE DURING HOURS OF DARKNESS. 4) TRENCHES SHALL BE BACK— FILLED OR STEEL - PLATED DURING NON —WORK HOURS. STEEL PLATES SHALL HAVE AN ASPHALTIC RAMP ON ALL EDGES, OR RECESSED AND FLUSHED W /ROAD SURFACE SECURELY SUPPORTED SO THEY WON'T 'ROCK AND A SIGN POSTED NEAR THE PLATES IDENTIFYING THE. CONTRACTORS NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER. ALL DIRT, DUST, AND DEBRIS SHALL BE REMOVED FROM THE STREET AT THE END OF EACH DAY AND AT THE END OF THE JOB WITH ALL USA MARKOUTS. THE STREET SHALL BE KEPT IN' A DRIVABLE CONDITION AT ALL TIMES. W20 -1 0 z I In U a Q R9 -9 19+00 G20 -2 a 0 R9 -9 STAGE 6 SIGNS THIS SHEET <8> BIKE LANE BIKE CLOSED LANE SIDEWALK CLOSED AHEAD CLOSED AHEAD CROSS HERE W20 -1 W11 -1 W20- 5(BIKE) C30(CA) R9 -110 C(BIKE) I(1 1111 I t PORTION OF SIDEWALK, PEDESTRIAN RAMP, DRIVEWAYS AND CROSS GUTTER CONSTRUCTION ON WEST SIDE OF MORNING SUN DR AND MORNING SUN COURT AND AT THE NORTH WEST CORNER OF RANCHO SANTA FE ROAD. CONSTRUCTION NOTES ❑ 1 CONTRACTOR TO INSTALL R26(CA) 72 HOURS IN ADVANCE OF THIS STAGE ;CONSTRUCTION. ❑ 2 CONTRACTOR TO PLACE SIGN R9 -11(L) ON SOUTH EAST CORNER 0 RANCHO SANTA FE ROAD AND CALLE ACERVO. [3 CONTRACTOR TO PLACE SIGN R9 -11(R) ON SOUTH WEST CORNER OF RANCHO SANTA FE ROAD AND OLIVE CREST DRIVE. ///MORNING \ 1 � SUN CT I 1 MORNING SUN DR y.. ZONE ` Q (SNS) R9 -9 h_ x R9 -9 I� 20 +0o 32' 21+00 y 15' CONE Q SPACING Q 5620 FRIARS ROAD SAN DIEGO, CA 92110 619.291.0707 (FAX)614.291.4165 ENGINEERING COMPANY rickengineering.com San Diego Riverside - Orange - San Luis Obispo - Denver - Sacramento - Phoenix- Tucson HANGE NO. DESCRIPTION I APPROVED DATE BENCHMARK AS- BUILT APPROVALS DESCRIPTION: LOCATION: PUBLIC WORM `�� t PLANNING RECORD FROM: REVIEWER ELEVATION: DATUM:NAVD88 ENGINEER DATE INSPECTOR 23+00 e tf q 100' SHIFT TAPER 424+00. k 2 5 +00 �f Q 0. (W 4 -__2) ( / R9 -3 <1 ---1) I � I f G20 -2f` i /3 r 6 1 t rf �t 2 °ne � t Co °rd r °te \rg5 C ° \ \ {orr \o s °{ geor 8 °S 0 20 40 80 SCALE: 1 " =40' DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS iv AL/M97- INT. DATE PLANS PR AIRED UNDER SUPERVISION OF RECOMMENDED: AP OV R.C.E. NO.: 66939 DATE: � �� 3-� `I -• THER J. WIDELSK EDWARD J. W ER A M. JUGAR EXP.:09 30 20 DATED12412oi9 DATED �r .5 W20 -1 00 Im fVy zz CONE i; 41 / 100 G20 -2 l_411 !47 -3 -19 MARK & JbP,4 R.C.E. 66939 DATE CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT TRAFFIC CONTROL PLAN FOR: ENCINITAS ADA & GREEN STREET TRAFFIC CONTROL MORNING SUN DRIVE AND WOODSIDE LANE WORK ORDER NO.: CS19B �oQ�OF E S S/O* ~ P z c� rn No.66939 ^' JJ CIVIL �F q�F of a0 DRAWING NO. SI -124 SHEET 24 OF 38 Im IRRIGATION MAINLINE TO BE LOCATED IN LANDSCAPE AREA 12" FROM EDGE OF SIDEWALK ABUTTING PARKWAY OR BASIN SIDEWALL, TYP. SLEEVING AT DRIVEWAY CROSSINGS, TYPICAL. SEE SLEEVING CHART SHEET 30. IRRIGATION PIPE SLEEVING / STREET CROSSING, SEE CIVIL PLANS. IRRIGATION MATERIAL LEGEND MANUR ivr IRRIGATION WATER METER PER CIVIL PLANS ® CONTROLLER v n BACKFLOW PREVENTION ASSEMBLY M V MASTER VALVE 0 REMOTE CONTROL VALVE (DRIP) V REMOTE CONTROL VALVE (BUBBLER) O FLOW SENSOR QQ QUICK COUPLING VALVE ® BALL VALVE FP 51 PULL BOX LATERAL PIPE — — PRESSURE MAINLINE PIPE - _ - - - -� PIPE SLEEVING IRRIGATION NOTES 1. PLANS ARE DIAGRAMMATIC. ALL PIPING, VALVE BOXES, ETC., SHALL BE LOCATED IN LANDSCAPE AREAS UNLESS OTHERWISE NOTED ON THE PLANS, OR REQUIRED BY UNAVOIDABLE SITE CONDITIONS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. GROUP VALVE BOXES AND LOCATE IN SHRUB AREAS. 2. VALVE MANIFOLDS & MAINLINE SHALL BE LOCATED WITHIN RIGHT -OF -WAY. VERIFY ACTUAL LOCATIONS IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. 3. IRRIGATION EQUIPMENT SHOWN OUTSIDE LIMIT OF WORK AREAS ARE FOR CLARITY ONLY. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT IN FIELD WITH RESIDENT ENGINEER PRIOR TO INSTALLATION. 4. THE CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE P.O.C'S. AND PROVIDE THE LANDSCAPE ARCHITECT AND RESIDENT ENGINEER WITH TESTING RESULTS, IN WRITING, PRIOR TO THE INITIATION OF ANY LANDSCAPE WORK. 5. SEE SHEETS 33 -37 FOR PLANTING PLANS, SEE SHEET 36 FOR FULL PLANT LEGEND & PLANTING DETAILS. 6. SEE SHEETS 30 -32 FOR IRRIGATION LEGEND, NOTES AND DETAILS. N F- W W U) W W U) W Z_ J 2 U H a z -TT!!!K -*�� SHT. 28 SHT. 29 KEY MAP pNOSCAPE SCALE: 1" = 200' F� :`yTraurh '49�, 3 y% p C z —�__ � - -7 - •• 'nature 04 5620 FRIARS ROAD SAN DIEGO, CA 92110 axis Renewal Date lb l[WIL4 IL 619.291.0707 20 10 0 20 40 60 /7 TF (FAX)619.291.4165 -- — AP OF CA ENGINEERING COMPANY rickengineering.com GRAPHIC SCALE: 1 ° =20' PATRICIA TRAUTH P.L.A. 3247 YAT E San Diego Riverside - Orange - San Luis Obispo - Denver - Sacramento - Phoenix - Tucson CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: 1 DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISI N PF RECOMMENDED: AP OV D' IRRIGATION PLAN FOR: DATE : ifl 7 19 C QV - ENCINITAS ADA & GREEN STREET $I-124 SEE SHEET .7y P.L.A. NO.: 3247 MATTHEW J. IDELSKI EDWARD J. MER IMPROVEMENTS r/ Z� Z� Q L3 2619 o Zp MORNING SUN DRIVE AND WOODSIDE LANE E GINEER'S NAME D E PATRICIA RAUTH EXP.: 11/30/19 -_. DATE DATE/ WORK ORDER NO.: CS19B SHEET 25OF 38 M CV I— w w U) w w U) w Z J 2 a ■ { �``�� /�� ^ ^�,� �� , �+ �� jtor+'[ �✓Ip�At -IC_ X15(7. 3/4 ", '-A 0� �. O r 3 IRRIGATION PIPE SLEEVING / STREET CROSSIN�G, SEE CIVIL PLANS. 1 -1 /Zf r ifwn Potable Water POINT OF CONNECTION (P.O.C.) NOTES: POC "A" TO BE A 5/8" POTABLE WATER METER (PER CIVIL PLANS) W/ 1" BACKFLOW DEVICE / PRESSURE REGULATOR (SEE IRRI. LEGEND SHT. 30). VERIFY SIZE, LOCATION, AND PRESSURE, IN FIELD, WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK, METER LOCATION 16 +09 (MORNING SUN DRIVE) METER SIZE 5/8" STATIC WATER PRESSURE 108 PSI MAXIMUM DEMAND 8.5 GPM WATER SOURCE: THE CONTRACTOR SHALL VERIFY WATER PRESSURE BY DIRECT MEASUREMENT IN THE FIELD. IF EXISTING PRESSURE IS NOT AS STATED ON THE PLANS (108 PSI ±) THE CONTRACTOR SHALL NOTIFY THE OWNERS' REPRESENTATIVE BEFORE PURCHASE OF EQUIPMENT AND BEGINNING INSTALLATION. PURCHASE OF EQUIPMENT AND ANY INSTALLATIONS WHEN EXISTING STATIC PRESSURE IS BELOW THAT STATED ABOVE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. f -�M1M1 MORNING � S Np ? n,, , �_ s - = swL IRRIGATION MAINLINE TO BE - LOCATED IN LANDSCAPE AREA 12" FROM EDGE OF SIDEWALK ABUTTING PARKWAY OR BASIN SIDEWALL, TYP. 1��Jw IRRIGATION PIPE /CONDUIT SLEEVING AT DRIVEWAY CROSSINGS, TYPICAL. SEE SLEEVING CHART SHEET 30. IRRIGATION MATERIAL LEGEND SYMBOL MANUF. IRRIGATION WATER METER PER CIVIL PLANS ® CONTROLLER v n BACKFLOW PREVENTION ASSEMBLY M V MASTER VALVE 0 REMOTE CONTROL VALVE (DRIP) V REMOTE CONTROL VALVE (BUBBLER) QF FLOW SENSOR QQ QUICK COUPLING VALVE ® BALL VALVE FP-B1 PULL BOX LATERAL PIPE — — — — PRESSURE MAINLINE PIPE - -__ - -- PIPE SLEEVING IRRIGATION NOTES gnatur a I 1. PLANS ARE DIAGRAMMATIC. ALL PIPING, VALVE BOXES, ETC., SHALL BE LOCATED IN LANDSCAPE AREAS UNLESS OTHERWISE NOTED ON THE PLANS, OR REQUIRED BY UNAVOIDABLE SITE CONDITIONS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. GROUP VALVE BOXES AND LOCATE IN SHRUB AREAS. 2. VALVE MANIFOLDS & MAINLINE SHALL BE LOCATED WITHIN RIGHT -OF -WAY. VERIFY ACTUAL LOCATIONS INFIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. 3. IRRIGATION EQUIPMENT SHOWN OUTSIDE LIMIT OF WORK AREAS ARE FOR CLARITY ONLY. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT IN FIELD WITH RESIDENT ENGINEER PRIOR TO INSTALLATION. 4. THE CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE P.O.C'S. AND PROVIDE THE LANDSCAPE ARCHITECT AND RESIDENT ENGINEER WITH TESTING RESULTS, IN WRITING, PRIOR TO THE INITIATION OF ANY LANDSCAPE WORK. 5. SEE SHEETS 33 -37 FOR PLANTING PLANS, SEE SHEET 36 FOR FULL PLANT LEGEND & PLANTING DETAILS. 6. SEE SHEETS 30 -32 FOR IRRIGATION LEGEND, NOTES AND DETAILS. 1 LO w (n w w w z J _ 2 U Q 1 KEY MAP pND CAP �oG:aTrautti �9y/ SCALE: 1" =200' gnatur 5620 FRIARS ROAD SAN DIEGO, CA 92110 s Rene o0 / /v /9 20 10 0 20 40 60 Dao- are ,J]. �p 619.291.0707 (FAX)619.291.4165 i�' — /�� /G� /g 9TF OF CA�\F�� ENGINEERING COMPANY rickengineering.com GRAPHIC SCALE: 1 " =20' ATRICIA TRAUTH P.L.A. 3247 DATE San Diego Riverside- Orange - San Luis Obispo - Denver - Sacramento - Phoenix - Tucson CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: INI I IAL6 CHECKED BY: INI I IALZ5 ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: AP OV IRRIGATION PLAN FOR: DATE: 4 / 9 a gA/.lA"- ENCINITAS ADA & GREEN STREET SI -124 SEE SHEET 1 P.L.A. NO.: 3247 MATTHEW J, IDELSKI EDWARDJ. MER IMPROVEMENTS 16��9 �/% MORNING SUN DRIVE AND WOODSIDE LANE E GINEER'S NAME DATE PATRICIA T AUTH EXP.: 11 30 19 DATE DATE/ WORK ORDER NO.: CS19B SHEET ZBOF 38 SCALE: 1" = 200' 1 d. a N W W W W U) W Z_ J 2 ■ REFER TO CIVIL PLANS (SHEET 14) FOR DETAILS ON ROUTING IRRIGATION MAINLINE, LATERAL AND WIRE CONDUIT THROUGH AT THIS LOCATION, ALONG WITH ACCOMPANYING BALL VALVES AND QUICK COUPLER. 90110. MA44LAI41E 10" ?�IoM 6I0r WL.K -r-M - MAN ffel ,104M" W 1. PLANS ARE DIAGRAMMATIC. ALL PIPING, VALVE BOXES, ETC., SHALL BE LOCATED IN LANDSCAPE AREAS UNLESS OTHERWISE NOTED ON THE PLANS, OR REQUIRED BY UNAVOIDABLE SITE CONDITIONS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HANDSCAPE. GROUP VALVE BOXES AND LOCATE IN SHRUB AREAS. 2. VALVE MANIFOLDS & MAINLINE SHALL BE LOCATED WITHIN R!GHT -OF -WAY. VERIFY ACTUAL LOCATIONS IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. 3. IRRIGATION EQUIPMENT SHOWN OUTSIDE LIMIT OF WORK AREAS ARE FnR CLARITY ONLY. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT IN FIELD WITH RESIDENT ENGINEER PRIOR TO INSTALLATION. 4. THE CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE P.O.C'S. AND PROVIDE THE LANDSCAPE ARCHITECT AND RESIDENT ENGINEER WITH TESTING RESULTS, IN WRITING, PRIOR TO THE INITIATION OF ANY LANDSCAPE WORK. 6. SEE SHEETS 33 -37 FOR PLANTING PLANS, SEE SHEET 36 FOR FULL PLANT LEGEND & PLANTING DETAILS. 6. SEE SHEETS 30 -32 FOR IRRIGATION LEGEND, NOTES AND DETAILS. IRRIGATION MATERIAL LEGEND SYMBOL MANUF. b=` v n M 0 V 0 e PB IRRIGATION WATER METER PER CIVIL PLANS CONTROLLER BACKFLOW PREVENTION ASSEMBLY MASTER VALVE REMOTE CONTROL VALVE (DRIP) REMOTE CONTROL VALVE (BUBBLER) FLOW SENSOR QUICK COUPLING VALVE BALL VALVE PULL BOX LATERAL PIPE PRESSURE MAINLINE PIPE PIPE SLEEVING OR l I I I - SLEEVING AT DRIVEWAY CROSSINGS, TYPICAL. SEE MATCHLINE - SEE SHEET 26 SLEEVING CHART SHEET 30. ;ST aut aq Z /7 � i gna+ure 5620 FRIARS ROAD SAN DIEGO, CA 92110 ao -is ' Renew 9 Do �O 619.291.0707 (FAX)619.291.4165 20 10 0 20 40 60 /D 9 n sTIl F F� of CA ENGINEERING COMPANY rickengineering . com GRAPHIC SCALE: 1"=20' PATRICK TH P.L.A. 3247 ATE San Diego Riverside - Orange - San Luis Obispo - Denver - Sacramento - Phoenix - Tucson CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. AS- 1301 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: AP O IRRIGATION PLAN FOR: DATE: _D' ENCINITAS ADA & GREEN STREET SI -124 SEE SHEET 3247 ��7��",T MATTHEW J.ADELSKI EDWARD J. I MER IMPROVEMENTS 4 Z/ '_ E GINEER'S NAME D TE - -\ "/ P.L.A. NO.: PATRICIA AUTH q p /� /! /�S �,/ MORNING SUN DRIVE AND WOODSIDE LANE EXP.: 11/30/19 DATE'O�L6 DATO WORK ORDER NO.: SHEET 270E 38 KEY MAP SCALE: 1" = 200' MATCHLINE - SEE SHEET 25 IRRIGATION MATERIAL LEGEND SYMBOL MANUF. n l v n M 0 V 0 0 e PB IRRIGATION WATER METER PER CIVIL PLANS CONTROLLER BACKFLOW PREVENTION ASSEMBLY MASTER VALVE REMOTE CONTROL VALVE (DRIP) REMOTE CONTROL VALVE (BUBBLER) FLOW SENSOR QUICK COUPLING VALVE BALL VALVE PULL BOX LATERAL PIPE PRESSURE MAINLINE PIPE PIPE SLEEVING IRRIGATION NOTES 1. PLANS ARE DIAGRAMMATIC. ALL PIPING, VALVE BOXES, ETC., "" "" °=' ^ ^ATED IN LANDSCAPE AREAS UNLESS OTHERWISE E PLANS, OR REQUIRED BY UNAVOIDABLE SITE NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN 3ROUP VALVE BOXES AND LOCATE IN SHRUB )LDS & MAINLINE SHALL BE LOCATED WITHIN Y. VERIFY ACTUAL LOCATIONS INFIELD WITH RESENTATIVE PRIOR TO COMMENCING WORK. DUIPMENT SHOWN OUTSIDE LIMIT OF WORK AREAS RITY ONLY. ALL IRRIGATION EQUIPMENT SHALL BE THIN THE LIMIT OF WORK LINES. VERIFY ALL :LD WITH RESIDENT ENGINEER PRIOR TO L ;TOR SHALL VERIFY THE AVAILABLE WATER THE P.O.C'S. AND PROVIDE THE LANDSCAPE ND RESIDENT ENGINEER WITH TESTING RESULTS, IN )R TO THE INITIATION OF ANY LANDSCAPE WORK. 13 -37 FOR PLANTING PLANS, SEE SHEET 36 FOR EGEND & PLANTING DETAILS. 10 -32 FOR IRRIGATION LEGEND, NOTES AND r- N W W 2 U) W W U) W Z J U F_ Q __ - pNDSCAP .`atrauth q9�, � F T D � 5620 FRIARS ROAD SAN DIEGO, CA 92110 >>-so -is 619.291.291.4165 20 10 0 20 40 60 /O 7 / T�TFReoate a\��\p ENGINEERING COMPANY ) rickengineering.com GRAPHIC SCALE: 1 " =20' PATRICIA TRA H P.L.A. 3247 ATE OF CA San Diego Riverside - Orange - San Luis Obispo - Denver - Sacramento - Phoenix - Tucson CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS-BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISI N OF RECOMMENDED: AP O E IRRIGATION PLAN FOR: DATE: /v 7 �� ENCINITAS ADA 8r. GREEN STREET S SEE SHEET 1 MATTHEW J. IDELSKI EDWARDJ. MMER IMPROVEMENTS S� -124 • . 4 2� Z� , • P.L.A. NO.: 3247 16/?'6 2019 !oI / 2cp& MORNING SUN DRIVE AND WOODSIDE LANE ENGINEER'S NAME D TE PATRICIA RAUTH EXP.: 11 30 19 DATE DAT WORK ORDER NO.: CS19B SHEET 280F 3H K) KEY MAP SCALE: 1" = 200' N H W W In W W U) W Z J U H Q s 6 IRRIGATION MATERIAL LEGEND SYMBOL MANUF. IRRIGATION WATER METER PER CIVIL PLANS ® CONTROLLER v n BACKFLOW PREVENTION ASSEMBLY M V MASTER VALVE 0 REMOTE CONTROL VALVE (DRIP) V REMOTE CONTROL VALVE (BUBBLER) QF FLOW SENSOR QQ QUICK COUPLING VALVE e BALL VALVE PB PULL BOX LATERAL PIPE — — — — PRESSURE MAINLINE PIPE e - = - - -- PIPE SLEEVING IRRIGATION NOTES n i 3 a 1. PLANS ARE DIAGRAMMATIC. ALL PIPING, VALVE BOXES, ETC., SHALL BE LOCATED IN LANDSCAPE AREAS UNLESS OTHERWISE NOTED ON THE PLANS, OR REQUIRED BY UNAVOIDABLE SITE CONDITIONS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. GROUP VALVE BOXES AND LOCATE IN SHRUB AREAS. 2. VALVE MANIFOLDS & MAINLINE SHALL BE LOCATED WITHIN RIGHT -OF -WAY. VERIFY ACTUAL LOCATIONS IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. 3. IRRIGATION EQUIPMENT SHOWN OUTSIDE LIMIT OF WORK AREAS ARE FOR CLARITY ONLY. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT IN FIELD WITH RESIDENT ENGINEER PRIOR TO INSTALLATION. 4. THE CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE P.O.C'S. AND PROVIDE THE LANDSCAPE ARCHITECT AND RESIDENT ENGINEER WITH TESTING RESULTS, IN WRITING, PRIOR TO THE INITIATION OF ANY LANDSCAPE WORK. 5. SEE SHEETS 33 -37 FOR PLANTING PLANS, SEE SHEET 36 FOR FULL PLANT LEGEND & PLANTING DETAILS. 6. SEE SHEETS 30 -32 FOR IRRIGATION LEGEND, NOTES AND DETAILS. �AUSCgpF „S/ rain 5620 FRIARS ROAD IM SAN DIEGO, CA 92110 ao -is I � Renew I ate (FAX)619.291.4165 20 10 0 20 40 60 /O 7 //4,7_ �TgTF OF CAUF��P ki ckengineering.com GRAPHIC SCALE: 1 ° =20' Riverside- Orange -San LuisObispo- Denver- Sacramento - Phoenix - Tucson PATRICIA TRAUTH P.L.A. 3247 DATE DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY' DRAWN BY CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISIO OF RECOMMENDED: AE MOVED: IRRIGATION PLAN FOR: DATE: �o � ENCINITAS ADA & GREEN STREET $� -124 %U*A4. Rvr t 4 SEE SHEET 1 - . 2 MATTHEW IMPROVEMENTS 4, Zl � P.L.A. NO.. 3247 J IDELSKI EDWARD J. MER ENGINEER'S NAME ATE PATRICIA TRAUTH �� DATEfo /��19 DATE/ /'� WORK ORDER NO.: MORNING SUN DRIVE AND WOODSIDE LANE SHEET 290E 38 EXP.: 1 1 30 19 GENERAL IRRIGATION NOTES 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES, WATER PURVEYOR LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL OBTAIN ANY PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5. THE MAINLINE AND SLEEVING IS DIAGRAMMATIC. ALL PIPING IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED WITHIN LIMIT OF WORK BOUNDARIES AND IN SHRUB PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. 6. IRRIGATION EQUIPMENT AS SHOWN IS DIAGRAMMATIC. INSTALL ALL THE IRRIGATION REMOTE CONTROL VALVES, QUICK COUPLERS, MASTER VALVES, FLOW SENSORS, BACKFLOWS, AIR/VACUUM DEVICES, AND BALL VALVES, IN SHRUB PLANTING AREAS APPROVED BY OWNER'S REPRESENTATIVE AND /OR THE LANDSCAPE IRRIGATION DESIGNER. 7. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 8. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 9. ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 5620 FRIARS ROAD EM SAN DIEGO, CA 92110 IL 619.291.0707 (FAX)619.291.4165 ENGINEERING COMPANY r i c k e n g i n e e r i n g. c o m San Diego Riverside - Orange - San Luis Obispo - Denver- Sacramento - Phoenix - Tucson : HANGE NO. DESCRIPTION I APPROVED DATE BENCHMARK 10. ALL PIPE UNDER PAVED AREAS, HARDSCAPE, OR AS DIRECTED BY OWNERS REPRESENTATIVE TO BE INSTALLED IN SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. ALL 2" AND 3" SLEEVING SHALL BE PVC1220 SCH. 40, TYPE 1, GRADE 2 MATERIAL CONFORMING TO ASTM STANDARD D- 1785 -4. ALL 4" AND LARGER SLEEVING SHALL BE PVC1220 CLASS 200 SDR21, TYPE 1, GRADE 2 MATERIAL CONFORMING TO ASTM STANDARD D -2241. SLEEVES UNDER BROW DITCHES SHALL BE ENCASED IN CONCRETE A MINIMUM OF 6" THICK ON ALL SIDES OF PIPE. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF PAVING. ALL WIRING SHALL BE SLEEVED UNDER PAVING AND HARDSCAPE. SEPERATE WIRING CONDUITSAND PULL BOXEX FOR 120V, 24V, FS, MV ETC. PULL BOXEX AT EVERY200'OR 270 DEGREES OF BEND IN CONDUIT. 11. ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18" OF HARDSCAPE. 13. THE IRRIGATION CONTRACTOR SHALL ADJUST THE PRESSURE REGULATOR (PRS) ON EACH ELECTRIC CONTROL VALVE SO THAT THE HEAD /EMITTER FARTHEST AND HIGHEST IN ELEVATION FROM ITS RESPECTIVE CONTROL VALVE OPERATES WITHIN THE OPERATING PRESSURE SHOWN ON THE IRRIGATION LEGEND. NOT TO EXCEED FIVE (5) PSI ABOVE THE GIVEN OPERATING PRESSURE FROM THE SPECIFIED PRESSURE LOCATED ON THE IRRIGATION LEGEND. 14. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS, AND COSTS ASSOCIATED WITH SAID REVISIONS. 15. SHOULD FIELD CONDITIONS REQUIRE PIPE INSTALLATION OTHER THAN THAT SHOWN ON PLANS, THE CONTRACTOR SHALL LIMIT EXCESS FLOW AND SIZE ALL PIPE NOT TO EXCEED A VELOCITY OF 5 FEET PER SECOND (FPS) IN PVC PIPE. FLOW THROUGH ANCILLARY EQUIPMENT, COPPER PIPE SHALL NOT EXCEED A VELOCITY OF 7l FPS. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 16. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO COORDINATE ELECTRICAL SERVICE WITH THE GENERAL CONTRACTOR AND SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER. SEE SHEET 1 LOW VOLTAGE WIRES, 3 MAXIMUM - O OUTER CASE OF CONNECTOR 3� STRIP AND TWIST WIRES FOR PROPER CONNECTION ® WIRE NUT INSPECT, TEST, AND VERIFY PROPER SYSTEM CONNECTION BEFORE INSERTION INTO SEALANT CARTRIDGE, DO NOT RESUSE SEALANT CARTRIDGES. WIRE CONNECTOR V / NOT TO SCALE All Models of Calsense Controllers Rectangular Valve Box Blue Red White— —Black Master Valve Minimum �8' Of Pea Gravel Upstream Distance In Valve Boxes 10 x Flow Meter Size FLOW METER V / NOT TO SCALE AS -BUILT APPROVALS ENGINEER'S NAME 4, F.M. Upstream Downstream Size Length Length 1' 10' 5' 1.25' 12.5' 6.25' 1.5 15' 7.5' - 2' 20' 10' 3' 30' 15' Black Wire Harness Waterproof Electrical Connectors< (do not use pre- filled type connectors) Calsense Flow Meter: �dOO��00�U >O Op oz>dOo Minimum Downstream Distance 5 x Flow Meter Size PLANS PREPARED UNDER SUPERVISION PF DATE: LP.L.A. NO.: 3247 PATRICIA AUTH EXR:11/30/19 IRRIGATION MATERIAL LEGEND SYMBOL MANUF. DESCRIPTION DETAIL Vvj 5/8" POTABLE LANDSCAPE IRRIGATION WATER METER PER CIVIL PLANS. NA ® CALSENSE CS3- 8- SL1/ CS3 -8STA- KIT / CAL -SLR2/ /CS3 -GR- KIT /COMM -5YR /CS3- GR /RB -1 /CS3 -W- KIT /POLE- 4- 16/FM -1B. FINAL LOCATION SHALL D,E BE IN FULL SUN, CONFIRM WITH RESIDENT ENGINEER PRIOR TO INSTALLATION. 0@09 WILKINS 1" WILKINS 975XL , BACKFLOW PREVENTION ASSEMBLY W/ WILKINS #50OXL_HR PRESSURE REDUCING VALVE. ALL PIPING A 0 -10 BETWEEN METER AND BACKFLOW DEVICE SHALL BE W COPPER OR YELLOW BRASS. "VANDAL BUSTER ", VB SERIES 10 -16 1%d' STAINLESS STEEL BACKFLOW ENCLOSURE, SIZE AS REQUIRED, WITH INTER -LOCK HINGE PLATE, AND INTER -LOCK LOCK %" 1 -1" BOX. CONTRACTOR TO PROVIDE CERTIFICATION OF BACKFLOW DEVICE ONCE INSTALLED. 2" HUNTER IBV- 101 -G -FS SERIES BRASS MASTER CONTROL VALVE, INSTALL IN A RECTANGULAR, PLASTIC VALVE BOX WITH F 1 -1y" LOCKING COVER AND'MCV' HEAT BRANDED, O CALSENSE FMA B SERIES BRASS FLOW METER. SHALL BE INSTALLED IN A RECTANGULAR VALVE BOX WITH LOCKING COVER AND C 1 -1z" 'FS'. WIRE BETWEEN FLOW METER AND CONTROLLER SHALL BE SHIELDED CABLE WITHIN 1" CONDUIT. 3" Q HUNTER IBV- 101 -G -FS WITH HFR -100- 075 -40 FILTER /REGULATOR. INSTALL ONE VALVE WITH FILTER /REGULATOR IN A M 2 -1" RECTANGULAR JUMBO PLASTIC VALVE BOX WITH 'RCV' HEAD BRANDED ON LOCKING COVER. VALVES SHALL BE 4„ 1 -1y" INSTALLED IN MANIFOLDS ISOLATED FROM THE MAINLINE BY A BALL VALVE PER DETAIL. SIZE BALL VALVE PER THE 134" LARGEST RCV IN THE MANIFOLD. 6" V RAINBIRD PESBR -PRS (1 ", 1 -1/2 ", 2" & 3 ") SERIES PRESSURE REGULATED PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN ON F PLANS. INSTALL WITHIN VALVE MANIFOLD (SIZE MANIFOLD TO MATCH LARGEST LATERAL LINE IN MANIFOLD) WITH BALL VALVE (SIZE BALL VALVE TO MATCH LARGEST RCV IN MANIFOLD) VALVE BOX WITH LOCKING COVER AND 'RCV' HEAT BRANDED ON COVER. Q RAINBIRD QUICK COUPLER VALVE MODEL 33 -DNP INSTALLED IN 10" ROUND VALVE BOX WITH LOCKING COVER AND 'QCV' I HEAT BRANDED ON COVER. INSTALL QCV ON A 1 -1/2" STUB -OUT OFF MAINLINE. EACH QCV SHALL BE ISOLATED FROM THE MAINLINE BY A 1 -1/2" BALL VALVE. e SPEARS LINE SIZE, MODEL NUMBER TU -2000, TRUE UNION PVC BALL VALVE, 2" AND SMALLER USE 3622 EPDM SEALED G,H NON - THREADED SOCKET ENDS, 2%" AND LARGER USE 1821 EPDM SEALED SR- THREADED ENDS. PB AS APPROVED PULL BOXES FOR WIRE SPLICES SHALL BE LOCATED APPROXIMATELY 250' O.C. (MAX.) AND ON EITHER SIDE OF L ROADWAY CROSSING(S). PULL BOXES SHALL LOCATED IN RECTANGULAR PLASTIC 12" VALVE BOXES WITH LOCKING LID AND'PB' HEAT BRANDED ON COVER WITHIN PLANTER TYP., DO NOT PLACE IN HARDSCAPE. AS APPROVED PVC PIPE 3/4" - 2" SCH. 40 AS LATERAL LINES 12" BELOW GRADE. J — �• — AS APPROVED PVC PIPE MAINLINES, 1 %Z' BELOW SHALL BE SOLVENT WELD SCHAD WITH SCHAD SOLVENT WELD FITTINGS, 2 " -2 J Y" SHALL BE SOLVENT WELD CL. 315 WITH SCH.80 SOLVENT WELD FITTINGS, 3" AND LARGER SHALL BE CL. 200 GASKET. ALL FITTINGS SHALL HAVE JOINT RESTRAINT OR THRUST BLOCKS, 24" BELOW GRADE. AS APPROVED PVC PIPE AS SLEEVING, SEE SLEEVE SIZING CHART BELOW (THIS SHEET). CONDUIT FOR WIRE SHALL BE TWICE K THE SIZE OF THE WIRE BUNDLE CARRIED. PLACE BELOW ALL PAVING, HARDSCAPE, DRIVEWAYS AND STREETS AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. SEE CIVIL PLANS FOR SLEEVING AT ALL STREET CROSSINGS. ALL 2" AND 3" SLEEVING SHALL BE PVC1220 SCH. 40, TYPE 1, GRADE 2 MATERIAL CONFORMING TO ASTM STANDARD D- 1785 -4. ALL 4" AND LARGER SLEEVING SHALL BE PVC1220 CLASS 200 SDR21, TYPE 1, GRADE 2 MATERIAL CONFORMING TO ASTM STANDARD D -2241. SLEEVES UNDER BROW DITCHES SHALL BE ENCASED IN CONCRETE A MINIMUM OF 6" THICK ON ALL SIDES OF PIPE. AS APPROVED IRRIGATION CONTROL WIRE SHALL BE #14UF AWG DIRECT BURIAL (U.L. APPROVED), COLOR CODE WIRE PER J CONTROLLER. IRRIGATION COMMON WIRE SHALL BE #12UF AWG DIRECT BURIAL (U.L. APPROVED). ALL CONTROL WIRES FROM CONTROLLER TO VALVES SHALL BE IN CONDUIT 2X DIAMETER OF THE WIRE BUNDLE.WIRING IN CONDUIT SHALL HAVE A MAXIMUM OF 3 SWEEP ELLS PER RUN BETWEEN PULL BOXES. ALL IRRIGATION WIRES SHALL BE IN CONDUIT FROM CONTROLLER TO THE FARTHEST END OF EACH VALVE MANIFOLD. SPARE WIRES SHALL BE 2 SPARE WIRES AND 1 SPARE COMMON WIRE IN SAME BUNDLE. SPARE WIRES SHALL BE SOLID COLOR WITH STRIPE, SPARE COMMON WIRE SHALL BE WHITE WITH STRIPE. CONDUIT SHALL EXTEND TO THE FARTHEST END OF EACH MANIFOLD. SPARE IRRIGATION WIRES SHALL LOOP BACK THROUGH EACH VALVE BOX AND END AT THE FARTHEST VALVE, SPEARS DS -500 PRE - FILLED WIRE CONNECTORS, USE ON ALL WIRE CONNECTIONS. B VALCON 5000 SERIES ADV, USED ON ALL SPRINKLERS WITH LOW HEAD DRAINAGE UNCONTROLLABLE BY FACTORY N/A INTEGRAL SPRINKLER HEAD CHECK VALVE. KBI SPRING TYPE CHECK VALVE, LINE SIZE BY LATERAL LINE, INSTALL DOWNSTREAM OF EACH RCV WHEN RCV IS N/A HIGHER THAN THE SPRINKLER HEADS, INSTALL IN 6" ROUND PLASTIC VALVE BOX WITH 'CV' HEAT BRANDED ON COVER. KBI SWING TYPE CHECK VALVE, LINE SIZE BY LATERAL LINE, INSTALL DOWNSTREAM OF EACH RCV WHEN RCV IS N/A LOWER THAN THE SPRINKLER HEADS. INSTALL IN 6" ROUND PLASTIC VALVE BOX WITH 'CV' HEAT BRANDED ON COVER. NOTE: ALL VALVE BOXES TO BE TAN IN COLOR. IRRIGATION MATERIAL LEGEND (SPRINKLER HEADS & DRIP) SYMBOL MANUF. DESCRIPTION DETAIL �F RAINBIRD LANDSCAPE DRIPLINE XFS- 09 -12, SUB- SURFACE POLY DRIP LINE WITH PRE- INSERTED EMITTERS @ 12" O.C. M, N, O, P, Q, R, S INSTALLED 12" APART IN SHRUB AREAS. ALL TUBING SHALL BE INSTALLED 4" BELOW FINISHED SOIL GRADE, L ----- J SECURED BY STEEL STAPLES SPACED 5' O.C. VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK. INSTALL PRESSURE PRESSURE REGULATOR (RAINBIRD PSI -M40X -100 AT LATERAL SUPPLY FOR BASIN, TYP. SYMBOL MANUF. DESCRIPTION GPM PRECIP. PSI RADIUS DETAIL VV RAINBIRD 1 - RWS -B -1402 W/ 1 RWS W/ PROS- 02 -PRS40 & 1402 BUBBLER .25 EA (.05 / sym.) - 40 SHT. 38 / E SLEEVE SIZING CHART PIPE SIZING CHART PIPE /CONDUIT SLEEVE MAINLINE PIPE SIZING CHART LATERAL PIPE SIZING CHART QTY /SIZE DESCRIPTION SIZE SCH 40 / CL 315 CL 200 SCH 40 ENGINEERING DIVISION APPROVALS RECOMMENDED: Ae %P,{tO E9 MATTHEW J. IVIDELSKI EDWARD J. 2MER 0A512,01y !a zs- 20/ DATE DAT SIZE GPM 3/4" 0 -10 1" 10 -16 1%d' CONDUIT %" 1 -1" LATERAL OR CONDUIT 2" 2 -1" LATERAL AND CONDUIT Y 1 -1y" MAINLINE LATERAL OR CONDUIT 3„ 1 -1z" MAINLINE 3" 1 -1Y2' MAINLINE 2 -1" LATERAL AND CONDUIT 4„ 1 -1y" MAINLINE 134" LATERAL 6" 1 -1Y" CONDUIT ENGINEERING DIVISION APPROVALS RECOMMENDED: Ae %P,{tO E9 MATTHEW J. IVIDELSKI EDWARD J. 2MER 0A512,01y !a zs- 20/ DATE DAT SIZE GPM 3/4" 0 -10 1" 10 -16 1 -1/4" 17 -26 1 -1/2" 27 -35 2" 36 -55 2 -1/2" 55 -80 NOTE: VELOCITY SHALL NOT EXCEED 5 F.P.S. SIZE GPM 3/4" 0 -8 1" 9 -12 1 -114" 13 -22 1 -1/2" 23 -30 2" 31 -50 2 -1/2" 51 -70 /DA/4 PATRICIA TRAUT P.L.A. 3247 DA CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT I LEGEND, NOTES & DETAILS FOR: ENCINITAS ADA & GREEN STREET IMPROVEMENTS MORNING SUN DRIVE AND WOODSIDE LANE WORK ORDER r a u t / /pNOSC J gnatar 11 -30 -19 OF C DRAWING NO. SI -124 EET 30 OF 38 38" sly DE 6Q III UFRONT LEGEND .a. — IL 1O PRE— ASSEMBLED CONTROLLER & STAINLESS STEEL ENCLOSURE. 0 GFI OUTLET & SWITCH. O3 #6 AWG GROUND WIRE — CONNECT TO GROUND LUG. 120 VAC JUNCTION BOX. OS PVC SLEEVE FOR GROUND ROD. © 5/8" X 8' COPPER GROUNDING ROD. O 26" X 24" X 8" CONCRETE BASE. ® 2 -1/2" SCH. 40 ELEC. SWEEP ELL FOR STATION WIRES. Q 1 -1/2" SCH. 40 ELEC. SWEEP ELL FOR PHONE LINE. 10 1" SCH. 40 ELEC. SWEEP ELL FOR 120 VAC POWER. 11 FINISH GRADE. Q 3/4" SCH. 40 ELEC. SWEEP ELL CONDUIT FROM FLOW SENSOR NOT SHOWN FOR CLARITY. SEE CITY STD. DETAIL -1B FOR LOCATION. 0 3/4" SCH. 40 ELEC. SWEEP ELL CONDUIT FROM MASTER VALVE NOT SHOWN FOR CLARITY. SEE CITY STD. DETAIL 1 -18 FOR LOCATION. REV: 12/15/09 CONTROLLER 1 -1 a CITY OF ENCINITAS Standard Detail NO SCALE Parks & Recreation Department MC0NTROLLER V J NOT TO SCALE SECTION VIEW LEGEND NOTES O. ROUND VALVE BOX W/ LOCKING 'T' OCARSON- BROOKS 910 W/ 910 -4B * 2" IN SHRUB AREAS, FLUSH IN BRAND 'QCV' ONTO LID. COVER. HEAT BRAND 'BV' ONTO LID. LAWN AREAS. io #4 X 36" LENGTH REBAR STAKE. 03 QUICK COUPLER VALVE PER LEGEND FINISH GRADE /TOP OF MULCH. USE 45- DEGREE ELLS TO ACHIEVE O @ 10' INTERVALS. MAINLINE DEPTH ON THE UPSTREAM & (D6" MIN. DEPTH WASHED GRAVEL. KBI -BLOCKED TRUE UNION BALL DOWNSTREAM SIDES 0 THE BALL O VALVE PER LEGEND & SPECS. VALVE. FITTINGS, TYPICAL. OBRICK 4 SUPPORTS. 4 REQUIRED. CONTROL WIRES SHALL BE SLEEVED BELOW ALL 7 /1 06" 5 MIN. DEPTH WASHED GRAVEL. CONTRACTOR SHALL MARK EDGE OF PAVING - O SIOBARRIER ROOT CONTROL SYSTEM FABRIC. MARK TO DESIGNATE SLEEVE LOCATION. SLEEVE ENDS SHALL EXTEND 12" BEYOND EDGE OF HARDSCAPE. CHANGE NO. O PVC MAINLINE PIPE. CONTRACTOR SHALL FILL REMAINING VOID IN OFROM B MAINLINE. REV: 10/22/02 DRAWN BY: OTO 9 REMOTE CONTROL VALVE. SLEEVES CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT '.. REV: 10/22/02 BALL VALVE TO REMOTE CONTROL VALVE &/OR QUICK COUPLER VALVE 1 -9 CITY OF ENCINITAS Standard Detail NO SCALE Community Services Department LEGEND O CALSENSE STAINLESS STEEL CONTROLLER ENCLOSURE, O CONTROLLER PAD PER CITY STD. DETAIL I - 1 a. O 95%a'COMPACTED SUBGRADE. O POURED -IN -PLACE 26" WIDE X 4" THICK CONCRETE WALK. MEDIUM BROOM FINISH W/ 6" TOOLED SHINER PER CITY STD. DETAIL C -5. O 112" TOOLED RADIUS. 6 FINISH GRADE. O EXPANSION JOINT PER CITY STD. DETAIL C -4. O CONTROL JOINT 6' O.C. MAX. SPACING PER CITY STD. DETAIL C -4. O ADJACENT CURB WHERE OCCURS. CONTROLLER CONCRETE ACCESS CITY OF ENCINITAS Standard Detail NO SCALE Community Services Department CONTROLLER CONCRETE ACCESS L. J NOT TO SCALE I 12 MAX. 1 11 REV: 10/22/02 TIM1 C LEGEND A O. ROUND VALVE BOX W/ LOCKING 'T' PRE -ASSEMBLED QUICK COUPLER TYPE COVER PER SPECS. HEAT SWING JOINT AS MANUFACTURED BY BRAND 'QCV' ONTO LID. DURA. MODEL #1 - Al - 1 - 11 - 12. 0 FINISH GRADE /TOP OF MULCH. io #4 X 36" LENGTH REBAR STAKE. 03 QUICK COUPLER VALVE PER LEGEND & 11 COMPACTED EARTH. SPECS. BUNDLE WIRING & WRAP W/ ELECTRICAL TAPE Oa ORICK SUPPORTS. 4 REQUIRED. @ 10' INTERVALS. O SCH. 40 PVC LATERAL LINE NOTES (D6" MIN. DEPTH WASHED GRAVEL. * 2" IN SHRUB AREAS, FLUSH IN O LAWN AREAS. O PVC MAINLINE PIPE FROM BALL VALVE. USE TEFLON TAPE ON ALL THREADED OQUICK LOCK BY DURA. FITTINGS, TYPICAL. G MAINLINE FITTING. O UNDISTURBED SOIL. REV: 8/8/11 QUICK COUPLER VALVE 1 -10 CITY OF ENCINITAS Standard Detail NO SCALE Parks & Recreation Department k a LEGEND 1 Q RECTANGULAR VALVE BOX W/ 'T' O WIRE CONNECTORS. COIL 20" TYPE LOCKING COVER PER SPECS. LENGTH OF WIRE, O2 FINISH GRADE /TOP OF MULCH. O V DIA. SCH. 40 PVC CONDUIT TO CONTROLLER. (:D MASTER CONTROL VALVE PER D SEAL END OF CONDUIT W/ LEGEND. NON- HARDENING CONDUIT PUTTY, 04, BRICK SUPPORTS. 4 REQUIRED. NOTES * 2" IN SHRUB AREA, FLUSH IN 0 -6" MIN. DEPTH WASHED GRAVEL. LAWN AREAS. INSTALL CONTROL VALVES A MIN. OF V APART IN SHRUB AREAS Q BRASS OR COPPER FROM UNLESS OTHERWISE NOTED. BAC.KFLOW. USE TEFLON TAPE ON ALL O7 PVC MAINLINE TO FLOW METER. THREADED CONNECTIONS, PIPE PER SPECS. SEE CITY STD. DETAIL 1- 6. MASTER VALVE CITY OF ENCINITAS Parks & Recreation Department MASTER VALVE NOT TO SCALE REV: 09/25/09 -5 NO SCALE PLAN VIEW ° 4" SEPARATION SEE SPECS. FOR DEPTHS, SEE SLEEVE DETAIL & SPECS. FOR DEPTHS UNDER PAVING. LEGEND NOTES: Q1 FINISH GRADE ALL PLASTIC PIPING SHALL BE SNAKED WITHIN TRENCH. 0 LATERAL LINE - SEE SPECS. BUNDLE WIRING & WRAP Wt TAPE @ COMPACTED EARTH 10' INTERVALS. 4O PRESSURE MAINLINE - SEE SPECS, TIE A 24" LOOP IN ALL WIRING @ 05 CONTROL WIRES - SEE SPECS. CHANGES OF DIRECTION GREATER THAN O6 TRENCH 30 DEGREES. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE, OBACKFILL PER SPECS. REV: 10/22/02 PIPE & WIRE TRENCHING I -12 "CITY OF ENCINITAS Standard Detail Na SCALE Community Services Department SECTION VIEW LEGEND. NOTES OCARSON- BROOKS 910 W/ 910 -4B * 2" IN SHRUB AREAS, FLUSH IN COVER. HEAT BRAND 'BV ONTO LID. LAWN AREAS. FINISH GRADE /TOP OF MULCH. USE 45- DEGREE ELLS TO ACHIEVE O MAINLINE DEPTH ON THE UPSTREAM & KBI- BLOCKED TRUE UNION BALL DOWNSTREAM SIDES O THE BALL O VALVE PER LEGEND & SPECS. VALVE. OBRICK SUPPORTS. 4 REQUIRED. 4 O 6" MIN. DEPTH WASHED GRAVEL. BIOBARRIER ROOT CONTROL SYSTEM O FABRIC. O PVC MAINLINE PIPE. O FROM FLOW METER. OTO IRRIGATION SYSTEMS. a REV: 10/22/02 BALL VALVE @ FLOW METER 1 -Q CITY OF ENCINITAS Standard Detail NO SCALE v Community Services Department BALL VALVE (AT FLOW METER V / NOT TO SCALE �FCTION VI W - N.TS. DIMENSION A B C 112" TO 4' IN SIZE WHERE BELOW VEHICULAR PAVING * 7F 4" 112" TO 4" IN SIZE WHERE BELOW PEDESTRIAN PAVIN * * 4" LAC VALVE AT RCV /QCV * DEPTH PER SPECS, LEGEND NOTES O PAVING PER PLAN. SLEEVES SHALL BE 2 TIMES THE DIA. OF THE I PIPE OR WIRE BUNDLE CARRIED UNLESS O SAND BACKFILL COMPACTED TO INDICATED TO BE LARGER ON PLANS, MATCH RECOMMENDATIONS FOR NOT TO SCALE ADJACENT SUB- GRADE. BUNDLE WIRING & WRAP W/ ELECTRICAL TAPE @ 10' INTERVALS. O SCH. 40 PVC LATERAL LINE SLEEVE. ALL MAINLINE PIPING SHALL. BE INSTALLED IN O ACCORDANCE W MANUFACTURER'S INSTALLATION SCH. 40 PVC WIRE SLEEVE. SPECIFICATIONS. O SCH. 40 PVC MAINLINE SLEEVE. ALL PVC MAINLINE, PVC LATERAL LINES, & O UNDISTURBED SOIL. CONTROL WIRES SHALL BE SLEEVED BELOW ALL 7 /1 HARDSCAPE ELEMENTS W/ SCH. 40 PVC. ENGINEERING COMPANY rickengineering . com CONTRACTOR SHALL MARK EDGE OF PAVING - ABOVE BOTH ENDS OF SLEEVE W/ A SCORE MARK TO DESIGNATE SLEEVE LOCATION. SLEEVE ENDS SHALL EXTEND 12" BEYOND EDGE OF HARDSCAPE. CHANGE NO. AFTER INSTALLATION OF PIPE & WIRE, APPROVED CONTRACTOR SHALL FILL REMAINING VOID IN ENDS OF SLEEVES W/ CONDUIT PUTTY, AS -BUILT APPROVALS REV: 10/22/02 DRAWN BY: CHECKED aY: ENGINEERING DIVISION APPROVALS SLEEVES CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. 1 -13 CITY OF ENCINITAS Standard Detail Community Services Department NO SCALE • LAC VALVE AT RCV /QCV QUICK COUPLER VALVE PIPE & WIRE TRENCHING SLEEVES ��G;yTra °r q9�T OH_PN�NALE I K 1 NOT TO SCALE ti NOT TO SCALE NOT TO SCALE 5620 FRIARS ROAD gna ure SAN DIEGO, CA 92110 619.291.0707 (FAX)619.291.4165 7 /1 oa p sT�T e OF LAV\F ENGINEERING COMPANY rickengineering . com - PATRICIA TRAUTH P.L.A. 3247 ATE San Diego Riverside - Orange - San Luis Obispo - Denver - Sacramento - Phoenix - Tucson CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED aY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. - SEE SHEET 1� • PLANS PREPARED UNDER SUPERVISION PF DATE: io T 9 P.L.A. NO.: 3247 RECOMMENDED: APP OVED' �,� ' L� MATTHEW J. IDELSW K EDWARDJ. MER IRRIGATION DETAILS FOR: ENCINITAS ADA 8� GREEN STREET IMPROVEMENTS SI -124 L MORNING SUN DRIVE AND WOODSIDE LANE ENGINEER'S NAME DATE PATRICIA RAUTH EXP.: 1 1 30 19 DATE DAT WORK ORDER No. SHEET 31 OF 38 LEGEND NOTE CARSON– BROOKS VALVE BOX 910 * 2" IN SHRUB AREA, FLUSH IN W/ 910 -4B COVER. HEAT BRAND LAWN AREAS. "PB" ONTO LID. ELECTRICAL SWEEPS NOT REQUIRED O FINISH GRADE /TOP OF MULCH. FOR DIRECT BURIAL INSTALLATION. OPEN ENDS OF ELECTRICAL 36" WIRE EXPANSION LOOP TYP. SWEEPS SHALL BE SEALED USING APPROVED NON– HARDENING ® BRICK SUPPORTS. 4 REQUIRED. CONDUIT SEALANT PUTTY. 6" MIN. DEPTH WASHED GRAVEL. BIOBARRIER ROOT CONTROL SYSTEM FABRIC. O WIRE CONNECTORS. O PVC ELECTRICAL SWEEP IF WIRE INSTALLED IN CONDUIT. REV: 10/22/02 PULL BOX 1 -17 CITY OF ENCINITAS Standard Detail NO SCALE Community Services Department PULL BOX NOT TO SCALE SECTION VIEW 7 8 9 R11 1 3 1b 14 15 10 2 t d 1 =111 =1 T 12 " 1 -1 I 1— 3 -111 -111 2 y 2" MIN, Oa O 4 411 S 10 6 LEGEND ORECTANGULAR VALVE BOX W/ ()PVC MALE ADAPTER. 'T' -TYPE LOCKING COVER PER SPECS. O PVC MAINLINE FROM MANIFOLD BALL VALVE. O FINISH GRADE / TOP OF MULCH. 0 PVC LATERAL PIPE TO SPRINKLERS ORE M�OTE CONTROL VALVE PER OR DRIP LINE. LEGEND. O CHRISTY'S RECLAIMED WATER ID O BRICK SUPPORTS. 4 REQUIRED. TAG. (USE ONLY IF RECLAIMED SYSTEM). 06" MIN. DEPTH WASHED GRAVEL. O PRESSURE REGULATING VALVE PER O BIOBARRIER ROOT CONTROL LEGEND, SYSTEM FABRIC. O SCH. 80 PVC UNION. 030 LENGTH OF WIRE COILED. 0 SCH. HO PVC NIPPLE, SIZE AS REQUIRED. O WATER PROOF CONNECTION (1 OF NOTES 2). ! 0 I TAG. 2" IN SHRUB AREAS, FLUSH IN LAWN AREAS. USE TEFLON TAPE ON ALL THREADED CONNECTIONS. REV: 10/22/02 DRIP REMOTE CONTROL VALVE 1 -21 CITY OF ENCINITAS Standard Detail No SCALE Community Services Department DRIP REMOVE CONTROL VALVE NOT TO SCALE PLAN VIEW LEGEND O BLANK DRIPPER TUBING, ODRIPPER TUBING 3/4" MALE ADAPTER O PVC TEE (SxSXT). O PVC PIPING. REV: 10 /22/02 DRIP EXHAUST HEADER 1 -24 CITY OF ENCINITAS Standard Detail NO SCALE Community Services Department N DRIP P EX NOT TO SCALE UST HEADER N LEGEND NOTES O VALVE BOX W/ 'T' -TYPE LOCKING COVER PER 2" IN SHRUB AREAS, FLUSH IN SPECS. LAWN AREAS. O FINISH GRADE / TOP OF MULCH. O AIR VACUUM RELIEF VALVE INSTALLED ON 2-WAY ADAPTER. 'T' PER LEGEND. . 2° IN SHRUB AREAS, FLUSH IN LAWN AREAS. O BRICK SUPPORTS. 4 REQUIRED. O REMOTE CONTROL VALVE W! PRV & DISC FILTER AFTER. 06" MIN. DEPTH WASHED GRAVEL. s O BIOBARRIER ROOT CONTROL SYSTEM FABRIC. 03/4" MALE X 112" FEMALE REDUCTION BUSHING. COVER PER SPECS. O AIR VACUUM RELIEF VALVE. ODRIP LINE TUBING. 1 O CHRISTY'S RECLAIMED WATER ID TAG. SECURE TO AIR VACUUM RELIEF VALVE. (USE ONLY IF USE TEFLON TAPE ON ALL RECLAIMED SYSTEM). REV: 10/22/02 DRIP AIR VACUUM RELIEF O LINE FLUSHING VALVE PLUMBED TO PVC. I -25 CITY OF ENCINITAS Standard Detail \ J 0 AREA PERIMETER. Community Services Department NO SCALE O FLUSH VALVE PER LEGEND. DRIP AIR VACUUM RELIEF V) NOT TO SCALE LEGEND NOTES LEGEND LEGEND 0VALVE BOX W/ 'T' -TYPE LOCKING . 2° IN SHRUB AREAS, FLUSH IN LAWN AREAS. O REMOTE CONTROL VALVE W! PRV & DISC FILTER AFTER. ` OLINE FLUSHING VALVE PLUMBED TO PVC, s LEGEND COVER PER SPECS. 1 O FINISH GRADE / TOP OF MULCH. USE TEFLON TAPE ON ALL 0 PVC SUPPLY HEADER. 0 AREA PERIMETER. ` S.� I O LINE FLUSHING VALVE PLUMBED TO PVC. THREADED CONNECTIONS. ODRIPPER MALE \ J 0 AREA PERIMETER. O FLUSH VALVE PER LEGEND. TUBING START CONNECTION ADAPTER. ODRIPPER TUBING LATERAL. PROVIDE VALVE BOX EXTENSIONS '' ODRIPPER TUBING START CONNECTION. 0BRICK SUPPORTS. 4 REQUIRED. AS REQUIRED. ODRIPPER TUBING LATERAL. ODRIPPER TUBING START CONNECTION MALE ADAPTER. 0 AREA PERIMETER O EXHAUST HEADER. O 12" DIA. X 36" DEEP WASHED GRAVEL. EXHAUST - HEADER. 0 ODRIPPER TUBING TEE. O BIOBARRIER ROOT CONTROL SYSTEM O AIR /VACUUM RELIEF VALVE (PLUMBED TO DRIPPER TUBING @ DRIPPER TUBING TEE. FABRIC. EACH HIGH POINT). 0 ODRIPPER TUBING LATERAL TUBING. BLANK DRIPPER TUBING CENTERED ON MOUND OR O LATERAL LINE FROM DRIP SYSTEM. O BLANK DRIPPER TUBING (CENTERED ON MOUND OR BERM). 0 BERM. 0 AIR /VACUUM RELIEF VALVE (PLUMBED TO DRIPPER O PVC ADAPTER AS REQUIRED. O'PVC EXHAUST HEADER. AIR /VACUUM RELIEF VALVE (PLUMBED TO DRIPPER TUBING, ONE @ EACH HIGH POINT). OPERIMETER OTUBING @ EACH HIGH POINT). OBLANK TUBING CENTERED ON MOUND OR BERM. OCHRISTY'S.RECLAIMED WATER ID TAG.. LATERALS 3° FROM EDGE. SECURE TO FLUSH VALVE . (USE ONLY 'O° FLUSHING VALVE PLUMBED TO PVC LINE. - SUPPLY HEADER. 0 O SUPPLY HEADER. IF RECLAIMED SYSTEM). O.REMOTE CONTROL VALVE W/ PRV & DISC FILTER AFTER. O REMOTE CONTROL VALVE W/ PRV & DISC FILTER AFTER. REV: 10/22/02 REV: 10/22/0 REV: 10/7.2/07_ REV: 10/22/02 DRIP FLUSH VALVE DItIP TYPICAL LAYOUT DRIP TYPICAL LAYOUT DRIP TYPICAL LAYOUT 1=26 ' _ 27 ' _ 28 ' _ �' g CITY OF ENCINITAS Standard Detail CI% F ENCINITAS Standard Detail CITY OF ENCINITAS Standard Detail CITY OF ENCINITAS Standard Detail Community Services Department NO SCALE Com nity Services Department NO SCALE Community Services Department NO SCALE Community Services Department NO SCALE VpNDSCAPF DRIP FLUSH VALVE DRIP TYPICAL LAYOUT RECTANGULAR DRIP TYPICAL LAYOUT IRREGULAR & DRIP TYPICAL LAYOUT IRREGULAR `J A i```a Trautry �9y/ F Q R \ NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE Signaiur SAN D EIGO, CAA 922110 11- 30 -79 Re�aw �a. 4 619.291.0707 /� sp qTF (FAX)619.2914165 I �!�— Of CNUF�� ENGINEERING COMPANY rickengineering.com ATRICIA TRAU H P.L.A. 3247 D San Diego Riverside - Orange - San Luis Obispo - Denver - Sacramento - Phoenix - Tucson CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: I DRAWANLBY: 1 CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. _ RUILTS WE PLANS PREPARED UNDER SUPERVISION OF DATE: o , RECOMMENDED: APP OVE : �� IRRIGATION DETAILS FOR: ENCINITAS STREET SI -124 SEE SHEET 1 / �� P.L.A. NO.: 3247 PATRICIA TRAUTH EXP.: 1 1 30 19 MATTHEW J. IDELSKI DATEG�ZSIZOI % EDWARD MMER 0 2 20/ DAT9 I MPROVEMENTS MORNING SUN DRIVE AND WOODSIDE LANE WORK ORDER NO.: CS19B ENGINEER'S NAME- SHEET 320F 38 SCALE: 1" = 200' 5620 FRIARS ROAD IM SAN DIEGO, CA 92110 619.291.0707 (FAX)619.291.4165 ENGINEERING COMPANY ri eke n gin ee ring. corn San Diego Riverside - Orange - San Luis Obispo - Denver - Sacramento - Phoenix - Tucson —� elv 20 10 0 20 40 60 GRAPHIC SCALE: 1"=20' 9E DAWN'/ PINK DAWN CHITALPA ,AA 1447 SEDGE &of. w +`O :ONE (TPZ) NITAS AN. ,TIC. ALL PLANT LOCATIONS ARE kKE PRECEDENCE OVER PLANT NTION OF ALL PLANT MATERIAL ARCHITECT, PRIOR TO PLANTING. ING PLAN ARE APPROXIMATE AND E CONTRACTOR ONLY. 4NDSCAPE ARCHITECT OF TIES AND SYMBOLS SHOWN. .SERY STAKES AFTER ALL INSPECTIONS. PROVIDE 48 ECTION. ;END, ADDITIONAL NOTES AND PLANS. LACE ALL TREES /PALMS AS CONTRACTOR SHALL CONTACT JY TRENCHING OR DIGGING EFER TO THE CITY OF ENCINITAS JT PLAN) FOR ALL WORK AROUND EETS 6 -9) FOR TREES TO BE N M F- LU W 2 U) W W U) W Z_ J U H Q ® !0 17119_ PATRICIA TRAUTH P.L.A. 3247 DATE �p"USCAPt _ t�uu 11 -30 -19 R;0 ;l of OF CA ,CHANGE NO. DESCRIPTION I APPROVED I DATE BENCHMARK AS -BUILT APPROVALS ucJlutVCU Isv: uK ;wlv e Y: yc�rcCV �r esY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISIO OF RECOMMENDED: APP O E : PLANTING PLAN FOR: DATE: io ENCINITAS ADA & GREEN STREET 9n a 44/4444' L---- SI -124 P.L.A. SEE SHEET 1 NO.: 3247 MATTHEW J. IDELSKI EDWARD J IMMER IMPROVEMENTS • ENGINEER'S NAME DATE PATRICIA RAUTH �_ DATE d X19 Da� — woRK ORDER NG,; MORNING SUN DRIVE AND WOODSIDE LANE SHEET 330E 38 EXP.:11 30 19 M H W W 2 U) W Ill U) W Z J U Q PLANT LEGEND SYMBOL BOTANICAL NAME / COMMON NAME e-mIp� 4j9*rdiZWu-4&/G«- McPAL"c*J lfte� CAREX TUMULICOLA / BERKELEY SEDGE ALLOW FOR TREE PROTECTION ZONE (TPZ) AS DEFINED IN THE CITY OF ENCINITAS URBAN FOREST MANAGEMENT PLAN. PLANTING NOTES 1. THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SPOTTED BY LANDSCAPE ARCHITECT, PRIOR TO PLANTING. 2. QUANTITIES SHOWN ON THE PLANTING PLAN ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. 3. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES BETWEEN QUANTITIES AND SYMBOLS SHOWN. 4. CONTRACTOR TO REMOVE ALL NURSERY STAKES AFTER INSTALLATION OF TREES. 5. NOTIFY LANDSCAPE ARCHITECT OF ALL INSPECTIONS. PROVIDE 48 HOUR NOTICE PRIOR TO EACH INSPECTION. 6. SEE SHEET 38 FOR FULL PLANT LEGEND, ADDITIONAL NOTES AND DETAILS. 7. SEE SHEETS 25 -29 FOR IRRIGATION PLANS. 8. CONTRACTOR SHALL PROTECT IN PLACE ALL TREES /PALMS AS DESIGNATED ON PLANTING PLANS. CONTRACTOR SHALL CONTACT CITY ARBORIST IN ADVANCE FOR ANY TRENCHING OR DIGGING AROUND EXISTING TREE ROOTS. REFER TO THE CITY OF ENCINITAS UFMP (URBAN FOREST MANAGEMENT PLAN) FOR ALL WORK AROUND TREES. REFER TO CIVIL PLANS (SHEETS 6 -9) FOR TREES TO BE REMOVED, TYP. co M h W W 2 a) W W U) 1 W Z 2 U H Q Z � � -- SHT. 36 SHT. 37 KEY MAP aNOS�APF SCALE: 1" = 200' �� Traut q9 5` �,a n,� cyT \ Z i9na ure 5620 FRIARS ROAD SAN DIEGO, CA 92110 as a 3019+ 619.291.0707 20 10 0 20 40 60 4F. T9 o (FAX)619.291.4165 IV 17 OF CA�\F ENGINEERING COMPANY rickengineering.com GRAPHIC SCALE: 1 " =20' PATRICIA TRAUTH P.L.A. 3247 ATE San Diego Riverside - Orange - San. Luis Obispo - Denver - Sacramento - Phoenix - Tucson CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF DATE: *711-7 RECOMMENDED: AP OVED: � a. PLANTING PLAN FOR: ENCINITAS ADA & GREEN STREET SI -124 SEE SHEET 1 • P.L.A. NO.: 3247 .. MATTHEW J. IDELSKI EDWARD J. MMER IMPROVEMENTS 2419 MORNING SUN DRIVE AND WOODSIDE LANE ENGINEER'S NAME DA E PATRICIA TRAUTH EXP.: 11/30/19 DATI DATE WORK ORDER NO.: SHEET 340E 38 M a w w W W U) W Z J _ H KEY MAP Im MATCHLINE - SEE SHEET 34 SCALE: 1" = 200' ROCK COBBLE (TYP.) PER CIVIL PLANS. SEE FINISH SCHEDULE (SHEET 38) FOR MATERIAL SELECTION. PLANT LEGEND SYMBOL BOTANICAL NAME / COMMON NAME CHITALPA TASHKENTENSIS 'PINK DAWN'/ PINK DAWN CHITALPA l 'c�l�►FiI��L�t��•�i �eih � H - CARER -1 UMULICOLA / BERKELEY SEDGE 44;10A i,�1lERdL1E1ZOh��7tAF1l� �►•1b`t� `I��• ALLOW FOR TREE PROTECTION ZONE (TPZ) I � AS DEFINED IN THE CITY OF ENCINITAS URBAN FOREST MANAGEMENT PLAN. PLANTING NOTES 1. THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SPOTTED BY LANDSCAPE ARCHITECT, PRIOR TO PLANTING. 2. QUANTITIES SHOWN ON THE PLANTING PLAN ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. 3. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES BETWEEN QUANTITIES AND SYMBOLS SHOWN. 4. CONTRACTOR TO REMOVE ALL NURSERY STAKES AFTER INSTALLATION OF TREES. 5. NOTIFY LANDSCAPE ARCHITECT OF ALL INSPECTIONS. PROVIDE 48 HOUR NOTICE PRIOR TO EACH INSPECTION. 6. SEE SHEET 38 FOR FULL PLANT LEGEND, ADDITIONAL NOTES AND DETAILS. 7. SEE SHEETS 25 -29 FOR IRRIGATION PLANS. 8. CONTRACTOR SHALL PROTECT IN PLACE ALL TREES /PALMS AS DESIGNATED ON PLANTING PLANS. CONTRACTOR SHALL CONTACT CITY ARBORIST IN ADVANCE FOR ANY TRENCHING OR DIGGING AROUND EXISTING TREE ROOTS. REFER TO THE CITY OF ENCINITAS UFMP (URBAN FOREST MANAGEMENT PLAN) FOR ALL WORK AROUND TREES. REFER TO CIVIL PLANS (SHEETS 6 -9) FOR TREES TO BE REMOVED, TYP. �p"DSCgpF\ a Trautq q9 Z atur- 5620 FRIARS ROAD ae . . SAN DIEGO, CA 92110 rie Te 619.291.0707 20 10 0 20 40 60/'— fTgT /D ��\p (FAX)619.291.4165 OF C N F� ENGINEERING COMPANY rickengineering.com GRAPHIC SCALE: 1 " =20' ATRICIA TRAUTH P.L.A. 3247 ATE San Diego Riverside - Orange - San Luis Obispo - Denver - Sacramento - Phoenix - Tucson CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: I DRAWN BY: 1 CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: AP O PLANTING PLAN FOR: ATE: /o � Q',/ °� �-- ENCINITAS ADA & GREEN STREET SI -124 SEE SHEET P.L.A. NO.: 3247 MATTHEW J. VIDELSKI EDWARD J.,0VIMMER IMPROVEMENTS ENGINEER'S NAME DAT PATRICIA RAUTH —�� DATE AOJ /1.0 9 WORK ORDER NO_ MORNING SUN DRIVE AND WOODSIDE LATE SHEET 35OF 38 EXP.:11 30 19 KEY MAP SCALE: 1" = 200' MATCHLINE - SEE SHEET 33 PLANT LEGEND SYMBOL BOTANICAL NAME / COMMON NAME ('fi CHITALPA TASHKENTENSIS'PINK DAWN'/ PINK DAWN CHITALPA ��rtot.! Go�l��il7��ti�+�t� piax CAREX TUMULICOLA / BERKELEY SEDGE ALLOW FOR TREE PROTECTION ZONE (TPZ) AS DEFINED IN THE CITY OF ENCINITAS URBAN FOREST MANAGEMENT PLAN. PLANTING NOTES 1 THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED, FINAL LOCATION OF ALL PLANT MATERIAL ANDSCAPE ARCHITECT, PRIOR TO PLANTING. THE PLANTING PLAN ARE APPROXIMATE AND NCE OF THE CONTRACTOR ONLY. TIFY THE LANDSCAPE ARCHITECT OF =N QUANTITIES AND SYMBOLS SHOWN. ✓E ALL NURSERY STAKES AFTER HITECT OF ALL INSPECTIONS. PROVIDE 48 EACH INSPECTION. PLANT LEGEND, ADDITIONAL NOTES AND RRIGATION PLANS. OTECT IN PLACE ALL TREES /PALMS AS VG PLANS. CONTRACTOR SHALL CONTACT JCE FOR ANY TRENCHING OR DIGGING ROOTS. REFER TO THE CITY OF ENCINITAS IANAGEMENT PLAN) FOR ALL WORK AROUND PLANS (SHEETS 6 -9) FOR TREES TO BE LO M H W W 2 U) W W W Z_ J v Q - — - �PNDSCApF Tr au try q9 n � � 7 Z i9natur . 5620 FRIARS ROAD SAN DIEGO, CA 92110 n' Renew30 10 e � 20 10 0 20 40 60 s9T�oF a (FAX)619.291.4165 — �- / /0 7 AG CO ENGINEERING COMPANY rickengineering . com GRAPHIC SCALE: 1 ° -20' ATRICIA TRAU TH P.L.A. 3247 D TE San Diego Riverside - Orange - San Luis Obispo - Denver - Sacramento - Phoenix - Tucson CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED Bv: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISIO OF RECOMMENDED: APPROVE Q: PLANTING PLAN FOR: DATE: o � � a 1&4w l-- ENCINITAS ADA 8c GREEN STREET SI -124 SEE SHEET � 4 2� � P.L.A. NO.: 3247 MATTHEW J. IDELSV� KI EDWARD J. MER IMPROVEMENTS /ZO� /9 MORNING SUN DRIVE AND WOODSIDE LANE ENGINEER'S NAME DA E EXP.:11 30 19 PATRICIA TR UTH �� DATED — DA� WORK ORDER No. SHEET 36 0E 38 a M KEY MAP SCALE: 1" = 200' lq- M I_ W W 2 U) W W U) W J 2 U Q t a ;K COBBLE (TYP.) PER L PLANS. SEE FINISH IEDULE (SHEET 38) FOR -ERIAL SELECTION. a PLANT LEGEND SYMBOL BOTANICAL NAME / COMMON NAME 1 t � CHITALPA TASHKENTENSIS'PINK DAWN'/ PINK DAWN CHITALPA CAREX TUMULICOLA / BERKELEY SEDGE ALLOW FOR TREE PROTECTION ZONE (TPZ) AS DEFINED IN THE CITY OF ENCINITAS URBAN FOREST MANAGEMENT PLAN. PLANTING NOTES 1. THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SPOTTED BY LANDSCAPE ARCHITECT, PRIOR TO PLANTING. 2. QUANTITIES SHOWN ON THE PLANTING PLAN ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. 3. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES BETWEEN QUANTITIES AND SYMBOLS SHOWN. 4. CONTRACTOR TO REMOVE ALL NURSERY STAKES AFTER INSTALLATION OF TREES. 5. NOTIFY LANDSCAPE ARCHITECT OF ALL INSPECTIONS. PROVIDE 48 HOUR NOTICE PRIOR TO EACH INSPECTION. 6. SEE SHEET 38 FOR FULL PLANT LEGEND, ADDITIONAL NOTES AND DETAILS. 7. SEE SHEETS 25 -29 FOR IRRIGATION PLANS. 8. CONTRACTOR SHALL PROTECT IN PLACE ALL TREES /PALMS AS DESIGNATED ON PLANTING PLANS. CONTRACTOR SHALL CONTACT CITY ARBORIST IN ADVANCE FOR ANY TRENCHING OR DIGGING AROUND EXISTING TREE ROOTS. REFER TO THE CITY OF ENCINITAS UFMP (URBAN FOREST MANAGEMENT PLAN) FOR ALL WORK AROUND TREES. REFER TO CIVIL PLANS (SHEETS 6 -9) FOR TREES TO BE REMOVED. TYP. \,pAUSCAPF Trauth q9!' � p � -7 Z Signatur 5620 FRIARS ROAD SAN DIEGO, CA 92110 Apw37 a� 619.291.0707 20 10 0 20 40 60 n +C �TgTF (FAX)619.291.4165 G O��Q OF k rickengineering.com GRAPHIC SCALE: 1 " =20' PATRICIA TRAUTH P.L.A. 3247 ATE Riverside - Orange - San Luis Obispo - Denver - Sacramento - Phoenix - Tucson DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. AS- Still—IN PLANS PREPARED UNDER SUPERVISI N F RECOMMENDED: APPROVED: PLANTING PLAN FOR: DATE: /o iy r� q Q(/,r.4 ENCINITAS STREET �+ uELSW� �7� -124 SEE SHEET 1 • P.L.A. NO.. 3247 MATH J. KI EDWARD J. I MER MPROVEMENTS Y Z/ Z/ I /20y9 2e MORNING SUN DRIVE AND WOODSIDE LANE ENGINEER'S NAME DATE PATRICIA RAUTH EXP.: 11 30 19 _0AS DI DATE WORK ORDER NO. SHEET 370E 38 LEGEND O 4" THICKNESS OF DECOMPOSED GRANITE. 2O ADJACENT PAVEMENT PER CIVIL PLANS. 03 ADJACENT CURB PER CIVIL PLANS. ® LANDSCAPE FABRIC (MIRAFt 140N, TAN). O COMPACT SUB -GRADE PER SOILS REPORT. NOTE: PROVIDE A 2" CLEARANCE AT STEM / TRUNK OF ALL PLANTS (TREES, SHRUBS AND GROUND COVER) DECOMPOSED GRANITE NOT TO SCALE m ri-.ry m,�vGROUNDCOVER SPACING L.7 / NOT TO SCALE ,00 a° o O 2 O PREPARED SOIL O PLANT TABLET O FINISH GRADE 5O EQUAL (X) -- SEE PLANT SCHEDULE FOR O.C. SPACING 6O CONC. MOW STRIP OR LAWNEDGE /HEADER 7O CONIC. CURB OR HARDSCAPE IMPROVEMENT 8O EQUAL 1/2(X) PLANT LEGEND SYMBOL BOTANICAL NAME / COMMON NAME CHITALPA TASHKENTENSIS'PINK DAWN'/ PINK DAWN CHITALPA 4Ah1A .I=SWO A-ru�A AoLao t- clr9p►� -Io►� '(1�2� $�711.1�'►�SWA,V1i 1¢Vl T��l�1�lh I A�.�"PAAhI.oH !F I`! _ CAREX TUMULICOLA / BERKELEY SEDGE ,_ 'I%IG�k�Rorll �hf Alilp� Qa�h� � �` ALLOW FOR TREE PROTECTION ZONE (TPZ) rte. ��- AS DEFINED IN THE CITY OF ENCINITAS URBAN FOREST MANAGEMENT PLAN. NOTE: STREET TREES WERE SELECTED FROM THE CITY OF ENCINITAS SPECIE PALETTE. FINISH SCHEDULE ' SIZE SPACING QUANTITY WUCOLS 24" BOX PER PLAN M 44"IbX 24" BOX PER PLAN M 1 GALLON PER PLAN L LINERS 1' O.C. L ROCK COBBLE: SHALL BE SIERRA RIVER COBBLE OR APPROVED EQUAL. SIZE TO BE 3 " -5 ". REFER TO CIVIL PLANS FOR LOCATION OF COBBLE (AT BASIN INLETS AND AT BASIN DROP STRUCTURES). AVAILABLE AT SOUTHWEST BOULDER & STONE I SOUTHWESTBOULDER.COM (760) 451 -3333. DECOMPOSED GRANITE: TO BE CALIFORNIA GOLD OR APPROVED EQUAL (SEE DETAIL W THIS SHEET). ADD STABILIZER AT A RATE OF 12 POUNDS PER TON OF DECOMPOSED GRANITE. INCLUDE NON - STABILIZED DECOMPOSED GRANITE AT TREES (TYPICAL) PER DETAIL'E" BELOW. AVAILABLE AT SOUTHWEST BOULDER & STONE'S SOUTHWESTBOULDER.COM (760) 451 -3333. Q� 4" DECOMPOSED GRANITE W/ ° o STABILIZER AS SPECIFIED PER ° 0 00 0 FINISH SCHEDULE (12 LBS. OF zs 0 0 I �._ STABILIZER PER TON OF D.G.) LANDSCAPE FABRIC (MIRIFI 140N), ° i` COLOR TO BE TAN. 2 ° °° °` gs °ye ° I o ° 0 .. �,. 03 6" x 6" SQ. CONCRETE MOW STRIP " r • 0 W/ #3 REBAR CONTINUOUS. R. N 8 ® COMPACT SOIL SUBGRADE @ 95% - Z1 -1- 0111 - I 8 8 10 2 1 BUBBLER LAYOUT PLAN VIEW �5 CONCRETE WALK II- I II I I I I III ©FINISH GRADE AT PLANTER II�IIEEI IIaI�11�1 Ila1�IIE�1�1 9 1 FINISH GRADE/TOP OF MULCH i� 2 ROOT WATERING SYSTEM: RAINBIRD RWS 3 5 - L�1 _ Il —I,,. i 11 II I I II —I II ( I1 =III 5 3 SWING ASSEMBLY H NO I 1 2 4 6 2 Og 4 1/2" MALE NPT INLET 6 3 5 PVC SCH 40 TEE OR EL 2 x ROQTBAL 3 4 a L 6 PVC OR POLYETHYLENE LATERAL PIPE PER LEGEND �! ;• 'r 7 RWS BASKET WEAVE CANISTER IN ROM 11 I) 11 1— — 5 8 ROOT WATERING SYSTEM: RAINBIRD RWS MINI 1101 =7 11111 LEGEND I —II fi i _ I III 6 9 PLANT ROOT BALL O SHRUB OR VINE PER PLAN. — J_ —ll�Jl J1 tl ' ' " I� 1alialEEll 7 10 2" OF NON - STABILIZED DECOMPOSED GRANITE z EARTH WATERING BASIN (RAKE OVER TOP OF ROOTBALL, TYP. SMOOTH PRIOR TO SEEDING IN rl 111 OI I I I ( I I S HYDROSEED AREAS: AT END OF — 11�11��1 111 11 i E NOT REQEcBUBBLER INSTALLATION G 6„ Q CONCRETE OW -CURB PLANT ESTABLISHMENT PERIOD FOR _ —_ 4 _ 1 ( ALL REMAINING BASINS). 1 = III =111 1 I -II II 6 2 X RO(,, ALL T O FINISH GRADE. LEGEND D A Oa ROOTBALL (SET CROWN +1" ABOVE O TREE PER PLAN. 0 UNDISTURBED NATIVE SOIL. _ ? 4 5 FINISH GRADE). OI ARTI1 �fAIFRWG BASIN (RAKE SMOOiiI �' TRit.� TOP OF STAKES BELOW LOWEST PRIOR 10 SEEDING IN H' ;ROSEED AREAS; @ BRANCHES TO PREVENT DAMAGE. O COMPACTED BP.CKFILL MIX (PER J PLANTING SPECS. /NOTES). END OF PI AN1� LSI ABLISI IMFNT PFR OD FOR � NATIVE SOIL ALL REMAINING BASINS). a c Ross TIE BETWEEN STAKE & TREE PER ADJACENT HARDSCAPE GUNDISTURBED NATIVE SOIL. PLANTING SPECS. /NOTES. 0 FINISI- 0 2 D,A x 10' LONG LODGE POLE STAKES 03 24" BARRIER BY BIOBARRIER GRADE. O ROOTBALL (SET CROWN +1" ABOVE FINISH (INSTALL `JIDE.R. N -IAN ROOTBAH ). 24" �;R DE) :. ® ROOTBALL O COMPACTED BACKFILL MIX (PER PLANTING O GRADE K SPECS. /NOTES).. I� SHRUB PLANTING P=1 TREE PLANTING P=3 1 CITY OF ENCINITAS Standard Detail NO SCALE CITY OF ENCINITAS Standard Detail NO SCALE Community Services Department Community Services Department NOTE: LOCATE ROOT BARRIER WHERE TRUNK IS 10' OR CLOSER TO ADJACENT PAVING OR WHERE ANY TREE IS IN OR WITHIN 10' OF THE PUBLIC RIGHT -OF -WAY. THE ROOT BARRIER IS TO BE PLACED SHRUB PLANTING TREE PLANTING &STAKING PARALLEL TO AND AGAINST CURBS OR PAVING. INSTALL ROOT BARRIER PER MANUFACTURER'S aNOSCnpF C RECOMMENDATIONS. ROOT BARRIERS SHALL EXTEND (10') IN BOTH DIRECTIONS FROM TRUNK OF TREE. NOT TO SCALE D NOT TO SCALE i�4\aTra "`° q9y P ` 1 5620 FRIARS ROAD UF R OQTABARRIER INSTALLATION "ne D SAN DIEGO, CA 92110 9 "a e . 1130 -19 619.291.0707 /n %9 (FAX)619.291.4165 O 7 % TF OF ° C ENGINEERING COMPANY rickengineering.com PATRICIA TRAUTH P.L.A. 3247 DA E San Diego Riverside - Orange - San Luis Obispo - Denver - Sacramento - Phoenix - Tucson CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY DRAWAN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. AS- BUILT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP' OV D: PLANTING LEGEND & DETAILS FOR: DATE: y d a!/(lu, L- ENCINITAS ADA & GREEN STREET SI -124 SEE SHEET MATTHEW J. IDELSKI EDWARDJ.W ER IMPROVEMENTS P.L.A. NO.: 3247 MORNING SUN DRIVE AND WOODSIDE LANE ENGINEER'S NAME ATE PATRICIA AUTH EXP.: 11/30/19 DATE16 /�ZO,9 DATE 2S WORK ORDER NO.: CS196 I SHEET 38OF 38