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2019-14321 I (Plans)Q Ln 0 O N 0 N C� U I O 0 Cn 0 / w 07 z g / z Cn w 0 Q w N 0 0 0 LO rn / of w Q �I 0 z N ►M SAN ELIJO JOINT POWERS AUTHORITY 76 VALLEY CENTER OCEANSIDE VISTA 7$ SAN CARLSBAD MA COS ESCONDIDO R T S6 T LEUCADIA L C ION � ENCINITAS ss CARDIFF BY THE SEA 58 RANCHO RgNCH05 SOLANA SANTA F gERNARDO sa BEACH DEL MAR pENASQU ITOS S6 POWAY PACIFIC OCEAN MIRAMAR 15 LAKESIDE VICINITY MAP NTS MULTI -USE PATH APRIL 2020 SHEET INDEX 01 TITLE SHEET 02 -03 GENERAL NOTES 04 LEGEND AND ABBREVIATIONS 05 KEY MAP 06 -08 IMPROVEMENT PLANS 09 TRAIL HEAD IMPROVEMENTS 10 HORIZONTAL AND VERTICAL CONTROL PLANS 11 CURB RAMP ENLARGEMENT PLANS 12 -17 HORIZONTAL AND VERTICAL CONTROL PLANS 18 -22 GRADING & DRAINAGE PLANS 23 EARTHEN SWALE STAKING PLAN 24 -28 CONSTRUCTION DETAILS 29 TRAFFIC SIGNAL PLAN 30 SIGNAGE & STRIPING PLAN 31 -33 LIGHTING PLANS 34 LIGHTING DETAIL 35 LANDSCAPE SUMMARY 36 -38 LANDSCAPE PLANS 39 IRRIGATION SUMMARY 40 -41 IRRIGATION DETAILS 42 -44 IRRIGATION PLAN 45 -48 EROSION CONTROL N O �N O PACIFIC OCEAN I -5 tiF F� 9L� LOCATION MAP NTS INGHAM DR. PROJ SITE CT m PARKS AND RECREATION FIELD OPERATIONS PLANNING DIVISION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT w Y N0.46482 Z m ® DIAL TOLL FREE ' Kimle Horn c►V il- 811 KimlevoHorn y- �04 5/20/20 C lhristi v,.a DLsov�, 5/22/20 �e�w; Bewdewet 5120120 and Associates, Inc. ©2019 Know what's below. nr LEAST rwo DAYS p Q Call before you dig. BEFORE YOU DIG 4K7ette Ya 52L 20 �%K a y�06 5/2%/20 SIGN DATE 401 B Street, Suite 600, San Diego, California 92101 SIGN DATE SIGN DATE SIGN DATE SIGN DATE Phone: 619.234.9411 www.kimley— horn.com UNDERGROUND SERVICE ALERT of SOUTHERN CALIFORNIA V -01 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. KA I ME I MU DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO� APPROVED: TITLE SHEET CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 Fclwa�cl �% Wew SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ENGINEER DATE ` 14321 -1 AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING �" "� STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. R.C.E. NO.: 46482 CITY ENGINEERS 27 / 20 RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER S' aZl / ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR KIRK P. AMMERMAN EXP.: 06 -30 -2021 1 DATE DATE PLANNING CASE NO: 17 -272 DR /CDP SHEET 01 OF 48 CD 0 N O - c� 0 > U I 0 0 v 0 i Cn w z i z c? w 0 a w V) 0 0 C) 0 01 rn i G! w Q I 0 z 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 NOTICE 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 CONTROL PLAN AND SHALL BE FLAGGED AND BARRICADED TO THE SATISFACTION OF 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. ❑ 21(A). WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO EXISTING UTILITIES SHALL MAINTAIN A MINIMUM SEPARATION OF THREE (3) FEET MEASURED FROM THE NEAREST EDGE OF THE FACILITY. ANY DEVIATION FROM THIS REQUIREMENT IS NOT ALLOWED UNLESS APPROVED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. 22. ALL EXCAVATED MATERIAL SHALL BE CAST AWAY FROM THE IMPROVED PORTION OF THE HIGHWAY. AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS, SHALL BE REMOVED FROM THE RIGHT -OF -WAY. THE ROADWAY SHALL BE LEFT IN NEAT AND ORDERLY CONDITION. 23. ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE AND OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS. 24. ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE KEPT OPEN TO TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. Kimley -Horn Kim er Horn and Associates, Inc. ©2019 401 B Street, Suite 600, San Diego, California 92101 Phone: 619.234.9411 / www.kimley- horn.com ;RANGE NO.1 DESCRIPTION APPROVED DATE GENERAL RIGHT -OF -WAY NOTES (CONTINUED 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 CLEAN NON -SKID SURFACE WITHOUT IMPAIRING, DAMAGING OR LOOSENING THE SURFACE. 26, PERMITTEE SHALL COMPLY WITH ANY AND ALL DIRECTIVES ISSUED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE IN ORDER TO PREVENT DUST OR OTHER MATERIALS FROM BECOMING A NUISANCE OR ANNOYANCE. 27, TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED STREETS 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 SEPTEMBER 30, 1996, AND THE REMOVAL OF OBSTRUCTION(S), THE PERMITTEE SHALL PROMPTLY REPLACE WITH TEMPORARY OR PERMANENT PATCHING MATERIAL, OR REPAIR ANY PORTION OF THE HIGHWAY SURFACE REMOVED OR DAMAGED BY THE EXCAVATION, OBSTRUCTION, OR CONSTRUCTION OPERATIONS, ALL TO THE SATISFACTION OF THE CITY ENGINEER, AND AS SPECIFIED ELSEWHERE HEREIN. THE CITY ENGINEER MAY, AT HIS OPTION, ELECT TO DO THE SURFACING OR REPAIRING HIMSELF; IN SUCH CASE, THE PERMITTEE SHALL BEAR THE COST OF SUCH WORK. TEMPORARY PATCHING MATERIAL MAY BE LEFT IN PLACE FOR UP TO 30 DAYS, BUT MUST BE CONTINUALLY MAINTAINED. 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 REPAIR OF FOUR (4) INCHES AC OVER APPROVED BACKFILL OR REPAIR SECTION SHALL BE ONE (1) INCH AC GREATER THAN EXISTING STRUCTURAL SECTION, WHICHEVER IS GREATER. REFER TO THE MOST CURRENT STANDARD DRAWING. REPAIRS TO PCC PAVEMENT SHALL BE MADE PURSUANT TO THE SPECIFICATIONS OF THE ASSIGNED ENGINEERING INSPECTOR. 29. IF, AFTER THE REFILLING OF AN EXCAVATION, THE PERMITTEE FAILS OR REFUSES TO RESURFACE OR REPAIR THAT PORTION OF THE SURFACE OF THE ROADWAY DAMAGED BY HIM, OR IF THE CITY ENGINEER HAS ELECTED TO DO SUCH RESURFACING OR REPAIRING, THE CITY ENGINEER SHALL CAUSE THE REPAIR TO OCCUR; AND THE PERMITTEE SHALL BE CHARGED WITH THE COST THEREOF COMPUTED BY THE OF DEVELOPMENT SERVICES DIRECTOR. 30. WHEN SHORING IS REQUIRED, AN ENGINEERED DETAIL DRAWING WILL BE REQUIRED FOR APPROVAL BY THE CITY ENGINEER. ALL OSHA REGULATIONS SHALL BE MET. 31. ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN THE FIELD BY THE 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. 32. ALL SUBSURFACE UTILITIES SHALL BE ACCURATELY SHOWN ON THE APPLICANT'S SITE PLAN FOR THOSE EXCAVATIONS IN EXCESS OF 250 LINEAR FEET, TRAVERSING SIGNALIZED INTERSECTIONS, CROSSING INTERCONNECT WIRES, OR OTHERWISE WHERE THE CITY ENGINEER HAS A SPECIAL CONCERN. 33. PAVEMENT CUTS IN STREETS REHABILITATED OR NEWLY CONSTRUCTED WITHIN THE PAST TWO YEARS SHALL BE CATEGORICALLY DENIED. 34. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 35. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 36, THE TRAFFIC LOOPS SHALL BE REPLACED WITHIN 3 DAYS OF COMPLETING WORK IN THE AREA TO CURRENT CALTRANS STANDARD TO DETECT BICYCLES PER TRAFFIC OPERATIONS POLICY DIRECTIVE 09 -06 AT NO COST TO THE CITY. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD /ESD - (760)- 633 -2770 B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 D. TELEPHONE - SBC BELL - (760)- 489 -3411 E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 31,086 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 39,091 SQFT INCREASE IN IMPERVIOUS AREA: 8.005 SQFT IMPERVIOUS AREA REPLACED: 31.086 SQFT STORMWATER REQUIREMENTS AND ESTIMATED GRADING QUANTITIES DESCRIPTION QUANTITY GRADED AREA 127.885 SQFT CUT 2,769 CY FILL 10.252 CY IMPORT 7.484 CY EXPORT 0 CY OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE: DATE: 5 20 20 MICHAEL T. THORNTON, P.E., GENERAL MANAGER BENCHMARK DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 ELEVATION: 18.56 DATUM: NAVD88 ENGINEER AS -BUILT APPROVALS DATE SENIOR ENGINEER DATE GENERAL NOTES 1. CONTRACTOR SHALL VERIFY THE EXISTENCE AND HORIZONTAL /VERTICAL LOCATION OF ALL UTILITIES WITHIN THE PROJECT AREA THAT MAY CONFLICT WITH THE PROPOSED CONSTRUCTION. CONTRACTOR SHALL VERIFY THAT ANY UTILITIES SHOWN TO BE RELOCATED BY OTHERS HAVE BEEN RELOCATED AND ARE NO LONGER IN CONFLICT. IMMEDIATELY NOTIFY THE ENGINEER OF ANY REMAINING UTILITY CONFLICTS PRIOR TO THE START OF ANY DEMOLITION WORK. 2. SEE SURVEY CONTROL PLANS FOR PROPOSED GEOMETRY. 3. SEE TRAFFIC SIGNAL PLANS & SIGNING AND PAVEMENT MARKING PLANS FOR REMOVAL, RELOCATION AN /OR ADJUSTMENTS OF TRAFFIC RELATED IMPROVEMENTS. 4. SEE ELECTRICAL PLANS FOR ELECTRICAL AND LIGHTING EQUIPMENT REMOVALS, ADJUSTMENTS, RELOCATIONS AND NEW INSTALLATIONS. 5. CONTRACTOR SHALL EXPOSE ALL WATER VALVES TO KEEP VALVES ACCESSIBLE DURING PAVING OPERATIONS. 6. ALL PROPOSED GUTTER SLOPES AT PEDESTRIAN RAMPS AND BIKE RAMPS SHALL NOT EXCEED 4.5 %, SEE HORIZONTAL AND VERTICAL CONTROL PLANS FOR MORE INFORMATION. 7. CONTRACTOR TO PERFORM WATER /DRAINAGE TESTING DURING THE PLACEMENT OF CONCRETE CURB & GUTTER, PAVEMENT, CROSS GUTTER AND SIDEWALK IF PROPOSED GRADES ARE 0.6% OR LESS TO ENSURE ADEQUATE FLOW OF DRAINAGE. 8. PEDESTRIAN CROSSINGS SHALL NOT EXCEED 5.0% LONGITUDINAL SLOPE AND 5.0% CROSS SLOPE. SEE HORIZONTAL AND VERTICAL CONTROL PLANS FOR LIMITS OF WORK AND STAKING INFORMATION. 9. CURB RAMPS WITH TRUNCATED DOMES ALONG CURVED PORTION OF CURB RETURNS MUST INSTALL COMPOSITE TACTILE WARNING DOMES AND COMPLY WITH CITY OF SAN DIEGO STANDARD DRAWING REFERENCED. 10. ALL EXISTING UTILITIES ARE TO BE PROTECTED IN PLACE UNLESS NOTED OTHERWISE. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE CAUSED TO EXISTING UTILITIES TO BE PROTECTED IN PLACE AND REPAIR ANY DAMAGE TO THE SATISFACTION OF THE UTILITY OWNER. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER (S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. INT. DATE PLANS PREPARED UNDER SUPERVISION OF UBLIC WORKS ` DATE: 04 -14 -2020 PLANNING R.C.E. NO.: 46482 REVIEWER INSPECTOR KIRK P. AMMERMAN EXP.: 06 -30 -2021 ENGINEERING DIVISION APPROVALS RECW APPROVED: 61,va4 (% 44,wew STEVE NOWAK EDWARD J. WIMMER s' al CITY ENGINEER 5/2/20 DATE DATE STORM WATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES (CONTINUED PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DIVISION, CITY OF ENCINITAS AT (760) 633 -2770. OWNER /APPLICANT SAN ELIJO JOINT POWERS AUTHORITY 2695 MANCHESTER AVENUE CARDIFF, CA 92007 APN: 261- 010 -13 -01 AND 261 - 010 -13 -02 PHONE: 760 - 753 -6203 SITE ADDRESS SAN ELIJO WATER RECLAMATION FACILITY 2695 MANCHESTER AVENUE CARDIFF, CA 92007 LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF ENCINITAS, IN THE COUNTY OF SAN DIEGO, STATE OF LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF ENCINITAS, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: THOSE PORTIONS OF THE EAST HALF OF SECTION 27 AND THE NORTHWEST QUARTER OF SECTION 26 IN TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT A FOUND CONCRETE MONUMENT ACCEPTED AS THE WEST QUARTER CORNER OF SAID SECTION 26; THENCE NORTH 0'06'01" WEST, ALONG THE WEST LINE OF SAID SECTION 26, 100.01 FEET, TO THE NORTH LINE OF THE SOUTH 100 FEET OF SAID NORTHWEST QUARTER; THENCE NORTH 79 °52'06" EAST 639.26 FEET TO A POINT IN THE SOUTHWESTERLY LINE OF THAT PARCEL OF LAND DESCRIBED IN PARCEL 5 OF THAT CERTAIN FINAL ORDER OF CONDEMNATION, FILED FOR RECORD ON SEPTEMBER 14, 1962 AS FILE NO. 159336 OF OFFICIAL RECORDS OF SAID COUNTY; THENCE ALONG SAID SOUTHWESTERLY LINE AS FOLLOWS: NORTH 33 °10'44" WEST, 626.28 FEET; NORTH 32 °21'02" WEST, 475.72 FEET; AND NORTH 16 °10'36" WEST 645.50 FEET TO A POINT BEING A COORDINATES Y- 311,809.99 FEET AND X -1 686,529.47 FEET ALSO BEING A POINT IN THE NORTHERLY LINE OF THE LAND DESCRIBED IN DEED TO HECTOR A. SHELEY, AND DANIEL T. SHELLEY, RECORDED JULY 20, 1961 AS FILE NO. 124476 OF OFFICIAL RECORDS; THENCE ALONG SAID NORTHERLY LINE, NORTH 89 °08'03" WEST (RECORD WEST) 540.57 FEET TO THE NORTHWESTERLY CORNER OF SAID LAND; THENCE ALONG THE WESTERLY LINE THEREOF, SOUTH 09'35'03" EAST (RECORD SOUTH 9'38' EAST), 1783.73 FEET TO THE SOUTHEASTERLY CORNER OF CARDIFF, MAP NO. 1298, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY; THENCE ALONG THE SOUTHERLY LINE OF SAID SHELLEY LAND SOUTH 88'51'20" EAST (RECORD NORTH 89'27' EAST) 141.31 FEET; THENCE SOUTH 26'16'15" EAST, 223.26 FEET; THENCE SOUTH 0 °04'43" WEST, 139.35 FEET TO A POINT ON A 690.00 FOOT RADIUS CURVE CONCAVE NORTHERLY IN THE NORTHERLY LINE OF THE LAND DESCRIBED IN DEED TO CARDIFF SANITATION DISTRICT RECORDED OCTOBER 18, 1956 IN BOOK 6305, PAGE 93 OF OFFICIAL RECORDS, A RADIAL BEARS SOUTH 2'41'05" WEST TO SAID POINT; THENCE ALONG THE NORTHERLY LINE OF SAID LAND EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 7 °08'02 ", 85.91 FEET; THENCE TANGENT TO SAID CURVE, NORTH 85 °33'03" EAST 50.40 FEET TO THE BEGINNING OF A 810.00 FOOT RADIUS TANGENT CURVE CONCAVE NORTHERLY, A RADIAL OF WHICH BEARS SOUTH 4 °26'57" EAST; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0'59'10 ", 13.94 FEET TO THE EAST LINE OF SAID SECTION 27; THENCE ALONG SAID EAST LINE, NORTH 0 °04'43" EAST 329.92 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM THAT PORTION OF THE ABOVE DESCRIBED LAND GRANTED TO THE STATE OF CALIFORNIA IN DEED RECORDED MARCH 11, 1969 AS FILE NO. 42205, OF OFFICIAL RECORDS. SOILS ENGINEER'S CERTIFICATE I, EMIL RUDOLPH A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JANUARY 30, 2019 AND FOR AN UPDATE ON V ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: RCE NO.. G2767 Exr. DATE: 6.13 0121'` JOB: 180436P4 COMPANY:SCST ADDRESS:6280 RIVERDALE STREET SAN DIEGO, CA 92120 PHONE: 619 280 4321 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: DATE: 04/14/2020 KIRK AMMERMAN KIMLEY -HORN 401 B STREET SUITE 600, SAN DIEGO, CA 92101 619 - 234 -9411 RCE EXPIRES 06/30/21 CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT GENERAL NOTES SAN ELIJO WATER RECLAMATION FACILITY 2695 MANCHESTER AVENUE ENCINITAS, CA 92007 PLANNING CASE NO: 17- Q�pr t�S /pti P PMM�Rq< <2 Q 7 O w Y NO. 46482 Z m T PIV 1L GN -01 DRAWING NO. 14321 -1 SHEET 02 OF 48 � L0 0 0 N 0 N c� 0 U I O 0 0 / V) w 07 z g d z 0 V) w 0 w 0 0 0 L0 rn G! w Q �I 0 z N ►A ENCINITAS SANITARY /CARDIFF SANITATION DISTRICT SEWER NOTES: ALL WORK SHALL BE DONE IF ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION "GREENBOOK ", (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS: 1. TRENCH WIDTH SHALL BE PER SDRSD NO. SP -02 UNLESS OTHERWISE NOTED. MINIMUM PIPE SEPARATION PER WAS WI -01, 02, & 03. 2. PIPE AND BEDDING CONDITIONS: (A) ALL PIPE SHALL HAVE 4" MINIMUM OF %" CRUSHED ROCK BENEATH THE PIPE. (B) V.C.P. PIPE BEDDING FROM BOTTOM OF PIPE TO 12" MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE FREE - DRAINING GRANDULAR MATERIAL HAVING A SAND EQUIVALENT OR 30 OR BETTER. (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12" MINIMUM ABOVE THE PIPE SHALL BE 3/4 -INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER SDRSD NO. SM -02. POURED IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT TIME OF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH CITY ENGINEER'S APPROVAL. 5. THE CONSTRUCITON OF 4 -INCH SEWER LATERAL PER SDRSD NO'S SS -01 AND SS -02. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. 6. THE CONSTRUCTION OF CONCRETE CUT -OFF WALLS SHALL BE CONSTRUCTED AS PER SDRSD NO. SP -07. 7. ALL MAINS AND LATERALS SHALL BE A MINIMUM OF 42- INCHES BELOW THE FINISHED GRADE. 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS PRIOR TO ACCEPTANCE OF WORK. 9. FOR SEWER LATERAL TABLE, SEE SHEET - - -. 10. "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK. 11. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY A CONSTRUCTION CHANGE PRIOR TO ACCEPTANCE FOR PUBLIC USE. 12. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. 13. THE CONTRACTOR SHALL NOTIFY THE CITY'S FIELD OPERATIONS DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR PRE -CON AND INSPECTION OF PROJECT. PHONE NO. 760 - 633 -2770. 14. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. 15. THE APPLICANT SHALL WARRANTY THE PUBLIC SEWER FOR ONE YEAR FOLLOWING THE APPROVAL OF THE AS- BUILTS. 16. CONTRACTOR SHALL FURNISH AND INSTALL, PER SDRSD SP -01, THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATIN TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS. 17. THE DEVELOPER SHALL PROVIDE EASEMENTS AND ACCESS ROADS OVER PUBLIC SEWERS TO THE SATISFACTION OF THE CITY ENGINEER. THESE ARE TO BE SHOWN ON THIS PLAN. 18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO CONNECTION TO THE SANITARY SEWER SYSTEM. 19. ALL NEW SEWER MAINS SHALL BE INSPECTED BY CLOSED CIRCUIT TELEVISION AFTER COMPLETION OF TRENCHING BACKFILL AND FINISHED GRADING BUT PRIOR TO PLACEMENT OF PAVEMENT OR PERMANENT TRENCH RESURFACING. CONTRACTOR SHALL PROVIDE FOR TELEVISION INSPECTION. (SEE 500 - 1.1.5) Ind •�y2kri921:01 /Jf1.[QI =41911►[4 (A) NEW MANHOLES WITH 8 -10" DIAMETER SEWER MAINS: THE INSIDE OF THE SEWER MANHOLES SHALL BE COATED WITH AN EPDXY PROTECTIVE LINING SYSTEM PER SECTION 500 -2.7 OF THE GREENBOOK. (B) NEW MANHOLES WITH 12" DIAMETER AND GREATER SEWER MAINS: THE INSIDE OF THE SEWER MANHOLES SHALL BE PROVIDED WITH INTEGRALLY LOCKING PVC LINING PER SECTION 500 -2.5 OF THE GREENBOOK. (C) EXISTING MANHOLES: ALL EXISTING MANHOLES WITH NEW CONNECTIONS SHALL BE INSPECTED AND REPAIRED, AS NEEDED, WITH THE LINING SYSTEM THAT MATCHES THE EXISTING LINING FOR THAT MANHOLE; FOR MANHOLES WITHOUT ANY EXISTING LINING, THE INSIDE OF THE SEWER MANHOLES SHALL BE COATED WITH AN EPDXY PROTECTIVE LINING SYSTEM PER SECTION 500 -2.7 OF THE GREENBOOK. EXCEPTIONS OR VARIATIONS TO THESE MANHOLE LINING REQUIREMENTS MAY BE CONSIDERED ON A SPECIFIC CASE -BY -CASE BASIS BY THE CITY ENGINEER. 21. NO ADDITIONAL LATERALS SHALL BE PERMITTED WITHOUT PAYING SEWER CAPACITY FEES, PROCESSING A CONSTRUCTION CHANGE, AND JOINING THE SEWER REIMBURSEMENT DISTRICT, IF CREATED. 22. MANHOLE FRAMES AND COVERS SHALL BE MADE IN THE USA OF HEAVY DUTY CAST -IRON TYPE WITH A 36 -INCH OPENING. MANHOLE COVER INSERTS SHALL BE 24 -INCH DIAMETER WITH LETTERING "CITY OF ENCINITAS" AND "SEWER" SIMILAR TO WHAT IS INDICATED ON SDRSD M -1. SAN DIEGUITO WATER DISTRICT NOTES: 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. 2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2709. ALL WORK PREFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE - CONSTRUCTION CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER IMPROVEMENTS. PHONE: (760) 633 -2709. 4. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. 5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. 6. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 7. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT. 8. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 9. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. 10. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. 11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. 12. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. 13. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS. 14. FILL AREAS MUST BE COMPACTED TO 90 %, PRIOR TO PIPE INSTALLATION. 15. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO 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. 16. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 17. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION AND CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. 18. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 19. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 20.CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT ARE EFFECTED BY THEIR PROJECT. 21. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION. 22.USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 -FOOT PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AND INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED THE BY THE DISTRICT'S REPRESENTATIVE. 1.1. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 1.2. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. 1.3. WATER SERVICES TO BE ABANDONED THAT ARE CONNECTED TO PIPELINES THAT WILL REMAIN IN SERVICE SHALL BE DISCONNECTED AT THE CORPORATION STOP, SHALL HAVE THE CORPORATION STOP REMOVED AND SHALL HAVE A BRASS PLUG INSTALLED; OR BE ABANDONED AS DIRECTED BY THE SDWD INSPECTOR. m w Y NO. 46482 Z m • En ® DIAL TOLL FREE Kimley >>> Horn Kimley -Horn a 1 1 c►v il- and Associates, Inc. @2019 Know what's below. AT LEAST Two DAYS 401 B Street, Suite 600, San Diego, California 92101 Call before you dig. BEFORE YOU DIG Phone: 619.234.9411 www.kimley - horn.com UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA N -02 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. MET I ME I KA DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOM APPROVED: GENERAL NOTES CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 FdwQ,�(�% �/ew SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ENGINEER DATE ` 14321 -1 AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING "� STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. R.C.E. NO.: 46482 CITY ENGINEERS 27 20 IRECORD FROM: POINT "1044" PER ROS 18416 REVIEWER S' aZl ;lo / / ENCINITAS, CA 92007 FLFVATION 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR KIRK P. AMMERMAN EXP.: 06 -30 -2021 DATE DATE PLANNING CASE NO: 17 -272 DR /CDP SHEET 03 OF 48 LEGEND ABBREVIATIONS AB AGGREGATE BASE (CALTRANS CLASS 2) EPD ELECTRICAL PEDESTAL SEJPA SAN ELIJO JOINT POWERS AUTHORITY ITEM: STANDARD DWG NO. EXISTING: NEW /RELOCATED: ABN ABANDON ES EDGE OF SHOULDER NO NUMBER SIC SIGNAL INTERCONNECT AC PAVEMENT AND AGGREGATE BASE AC ASPHALT CONCRETE ESA ENVIRONMENTALLY SENSITIVE AREA N.T.S. NOT TO SCALE SL STREET LIGHT CONCRETE SIDEWALK PER SDRSD G -07 a a ACP ASBESTOS CEMENT PIPE ESMT EASEMENT NW NORTHWEST SLPB STREET LIGHT PULLBOX AR AIR RELEASE VALVE ETW EDGE OF TRAVELWAY OG ORIGINAL GROUND SPEC SPECIFICATION VEGETATION BC BEGIN CURVE E VAULT ELECTRICAL VAULT O.C., 0/C ON CENTER SPPWC STANDARD PLANS FOR PUBLIC WORKS BEG BEGIN EVC END VERTICAL CURVE PB PULLBOX CONSTRUCTION CURB (HEIGHT SHOWN ON PLANS) PER SDPWC G -01 BFP BACK FLOW PREVENTER EX., EXIST EXISTING PBTN PUSH BUTTON SNS STREET NAME SIGN BLDG BUILDING F FUEL P.C.C. PORTLAND CEMENT CONCRETE SMH SANITARY SEWER MANHOLE CURB AND GUTTER (CURB HEIGHT SHOWN PER SDRSD G -02 BMP BEST MANAGEMENT PRACTICE FD FOUND PCC POINT OF COMPOUND CURVATURE SSWR SANITARY SEWER ON PLANS) BIN BENCH FG FINISHED GRADE PCR POINT OF CURB RETURN STA STATION BR BIKE RACK FH FIRE HYDRANT PD PEDESTAL STD. DWG. STANDARD DRAWING RETAINING WALL (PRIVATE WALL /FENCE) BVC BEGIN VERTICAL CURVE FL FLOW LINE PIED PEDESTRIAN SW SIDEWALK / SOUTHWEST BW BOTTOM OF WALL FM FORCE MAIN PERF PERFORATED T TANGENT PEDESTRIAN RAMP WITH YELLOW RAISED PER SDRSD G -27, G -30, — TRUNCATED DOMES G -32A, AND G -326 C CONDUIT FOP FIBER OPTICS PH PHASE TC TOP OF CURB CAB CABINET, CRUSHED AGGREGATE BASE FP FLAG POLE PI POINT OF INTEREST / INTERSECTION TD TRENCH DRAIN SAWCUT CA -MUTCD CALIFORNIA MANUAL ON UNIFORM GAS GAS LINE PIP PROTECT IN PLACE TELE TELEPHONE TRAFFIC CONTROL DEVICES GB GRADE BREAK PKG PARKING TEMP TEMPORARY TREE GL GUTTER LIP CATV CABLE TELEVISION PULLBOX P /L, PL PROPERTY LINE TG TREE GRATE /TOP OF GRATE + + CB CATCH BASIN GM GAS METER PM PARKING METER TMH TELEPHONE MANHOLE CHAIN LINK FENCE X X C &G CURB AND GUTTER Gnd GROUND POL POLE TP TOP OF PIPE DECORATIVE RAILING CF CUBIC FEET GV GAS VALVE PRC POINT OF REVERSE CURVE TPD TELEPHONE PEDESTAL PROPERTY LINE Cl CURB INLET, CENTER ISLAND GW GUY WIRE PS PARKING SIGN TRASH TRASH CAN CIP CAST IRON PIPE H HEIGHT PT POINT OF TANGENCY TS TRAFFIC SIGNAL RIGHT OF WAY LINE — — CIR CIRCUIT HDPE HIGH DENSITY POLYETHYLENE PVC POLYVINYL CHLORIDE TS CAB TRAFFIC SIGNAL CABINET EASEMENT — — — — — — — — — CL CHAIN LINK HH HANDHOLE PVT PRIVATE TS PB TRAFFIC SIGNAL PULLBOX ESA ----- - - - - -- CL, C /L, CENTERLINE HMA HOT MIX ASPHALT PVI POINT OF VERTICAL TW TOP OF WALL CLSM CONTROLLED LOW STRENGTH MATERIAL HP HINGE POINT / HIGH POINT INTEREST /INTERSECTION TYP TYPICAL STORM DRAIN CURB INLET HP GAS HIGH PRESSURE GAS LINE CMH COMMUNICATION MANHOLE PROP PROPOSED U CAB UNKNOWN CABINET STORM DRAIN CLEANOUT SDRSD D -9 -- -�, E:1 COMM COMMUNICATION HPFV HIGH PRESSURE FUEL VALVE PBTN PUSH BUTTON UCO UNKNOWN CLEAN OUT �`_� -� _a HV HORIZONTAL AND VERTICAL CONTROL STORM DRAIN PIPE CO CLEANOUT R RADIUS UGE UNDERGROUND ELECTRICAL (SIZE AND MATERIAL SHOWN ON PLANS) CONC CONCRETE HW HEADWALL RCP REINFORCED CONCRETE PIPE UPB UNKNOWN PULLBOX SANITARY SEWER PIPE SDS -101, 110(C) CP CATHODIC PROTECTION VALVE ICV IRRIGATION CONTROL VALVE RCB REINFORCED CONCRETE BOX UPD UNKNOWN PEDESTAL SANITARY SEWER CLEANOUT SDRSD SC -01, SDPWC SDS -102 S S CPB COMMUNICATION PULLBOX ID INSIDE DIAMETER REINF REINFORCEMENT UMH UNKNOWN MANHOLE IE INVERT ELEVATION CPD CABLE PEDESTAL RW RETAINING WALL URD URBAN DESIGN PVC SEWER LATERAL W/ CLEANOUT SDS -102 OR 103, 105, 110(C) �O CT CALTRANS IRR IRRIGATION RRFB RECTANGULAR RAPID FLASHING BEACON UV UNKNOWN VALVE S CTB CEMENT TREATED BASE LS LANDSCAPE RSP REVISED STANDARD PLAN FIRE HYDRANT SDM -105; SDW -104, 109, 151, 152, VAR VARIES SDM -153 DO4 CTVM CABLE TELEVISION METER L LENGTH, LANDIS RT RIGHT VC VERTICAL CURVE WATER METER & METER BOX SDW -114, 137; WS -03 T D DIAMETER LP LOW POINT R. 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RECORD OF SURVEY VCP VITRIFIED CLAY PIPE W WATER VALVE SDW -109, 151, 152, 153; WV -05 M DOC DOCUMENT LT LEFT R/W RIGHT -OF -WAY W WEST, WIDTH O® DWG DRAWING LTG LIGHTING S SOUTH W/ WITH WATER BFP SDW -105 RP DWS DETECTABLE WARNING SURFACE MAX MAXIMUM S/C SAWCUT WAS WATER AGENCY STANDARD DWY DRIVEWAY MBGR METAL BEAM GUARDRAIL WATER THRUST BLOCK SDW -151 SCO SEWER CLEAN OUT WSP WELDED STEEL PIPE WATER LINE SDM -105, SDW -101, 103, 108, 110, E EAST ME MATCH EXISTING SCH SCHEDULE WELL MON WELL MONUMENT SDM -111, 116, 139, 151 W W EC END CURVE MC MUNICIPAL CODE SD STORM DRAIN WMH WATER MANHOLE WATER SERVICE (1" OR 2" COPPER) SDM -105; SDW -107, 134 OR 135, ECAB ELECTRICAL CABINET MID MIDPOINT SDW -136, 149 OR 150, WS -03 SDG &E SAN DIEGO GAS &ELECTRIC WM WATER METER W W � EG EXISTING GROUND MIN MINIMUM IRRIGATION PEDESTAL SDMH STORM DRAIN MANHOLE W VAULT WATER VAULT ELEC ELECTRICAL Misc MISCELLANEOUS IRRIGATION CONTROL BOX � SDPWC SAN DIEGO STANDARD DRAWINGS FOR WV WATER VALVE EL, ELEV ELEVATION MNMT MONUMENT �— �— MPH MILES PER HOUR PUBLIC WORKS CONSTRUCTION TRANS TRANSFORMER GAS VALVE EMH ELECTRICAL MANHOLE SDRSD SAN DIEGO REGIONAL STANDARD GAS LINE EM ELECTRICAL METER N NORTH DRAWINGS EP EDGE OF PAVEMENT NAVD NORTH AMERICA VERTICAL DATUM ELECTRIC MANHOLE — G — NE NORTHEAST SE SOUTHEAST O EPB ELECTRICAL PULLBOX ELECTRIC PULL BOX E ELECTRIC LINE - UNDERGROUND IEED STREET LIGHT — E — E STREET LIGHT - UNDERGROUND EROSION CONTROL SL TELEPHONE MANHOLE / PULL BOX O � � TELEPHONE LINE - UNDERGROUND COMMUNICATIONS PULL BOX CALTRANS RSP ES -813 0 GRADE BREAK CABLE TV PULL BOX D TRAFFIC SIGNAL - UNDERGROUND TRAFFIC SIGN TS TS TRAFFIC SIGNAL PULL BOX '- ELECTRIC, TELEPHONE, TRAFFIC VAULTS 0 rm AND SUBSTATION EQUIPMENT 0 0 ,o s,O/vq GRADING LIMIT PMM�Rv�2�- w Y NO. 46482 Z En • ® DIAL TOLL FREE Kimley >>> Horn Kimley -Horn a 1 1 c►v il- and Associates, Inc. ©2019 Know what's below. AT LEAST Two DAYS 401 B Street, Suite 600, San Diego, California 92101 Call before you dig. BEFORE YOU DIG Phone: 619.234.9411 / www.kimley- horn.com UNDERGROUND SERVICE ALERT OF SOUTHERN cnuEORNia DESIGNED BY: DRAWN BY: CHECKED BY: -01 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS MET MIKE KPA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOM APPROVED: LEGEND AND ABBREVIATIONS CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 �cicuawcl �% All;lXell_ SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ENGINEER DATE 14321 -1 AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. R.C.E. NO.: 46482 CITY ENGINEER RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER S' �� ;lo �/27/2� ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE JINSPECTOR I I KIRK P. AMMERMAN EXP.: 06 -30 -2021 1 DATE DATE IPLANNING CASE NO: 17 -272 DR /CDP SHEET 04 OF 48 06 10 11 12 23 29 30 31 36 42 46 INTERSECTION TRAIL HEAD IMPROVEMENTS 1 LU I I­__ I = W UZ R/W � Q LU Y ,SAN ELIJO LAGOON ENTRANCE 7T/- - I= � I R/W -- r - lY 1 / ,-SE JPA ENTRANCE I,. -- ® I / R/W /I / / LU ?r ESA (CALIFORNIA r w �� SAGEBRUSH ALLIANCE) �5�- `-'�- -' t � w - ,vJ w L / t UJ m — Q - - -- \ � �s J m / 06 HA 32 36 42 46 / MULTI —USE PATH `�— ESA (CALIFORNIA \ \\ SAGEBRUSH ALLIANCE) Uj SC V L1J Z \ a J 11.1 \\ U O \\ EJPA a QQ ,S , L - 07 15 20 33 37 43 47 MULTI —USE PATH �r m mAmmm m PATH o / 08 16 21 33 38 44 48 MULTI —USE PATH W� >_ I­- 00 z LU U- < �- LU 0 C/) Of Uj Q 2 0- UI— Q v5=1 1) y SHEET LEGEND XX IMPROVEMENT PLANS XX HORIZONTAL AND VERTICAL CONTROL PLANS A GRADING & DRAINAGE PLANS XX TRAFFIC SIGNAL PLAN <8> SIGNING & STRIPING XX LIGHTING PLANS XX LANDSCAPE & IRRIGATION PLANS XX EROSION CONTROL GRAPHIC SCALE IN FEET 0 30 60 120 PUBLIC RECREATIONAL TRAIL EASEMENT RECORD ______ � Q�, p pFESg�/V 2020 AS DOCUMENT NO. 2020 PMM�R� �2 (@E A n33 33 38 44 48 w Y NO. 46482 Z m ® MULTI —USE PATH v ® DIAL TOLL FREE Kimley >>> Horn Kimley -Horn a 1 1 c►v j%- and Associates, Inc. @2019 Know what's below. AT LEAST Two DAYS 401 B Street, Suite 600, San Diego, California 92101 Call before you dig. BEFORE YOU DIG UNDERGROUND SERVICE ALERT of SOUTHERN nuFORPhone: 619.234.9411 www.kimley— horn.com DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS MET MKE KPA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC APPROVED: KEY MAP CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 OM Ecicua,�i(T (t/�xew SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ENGINEER DATE ` 14321 -I AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING �" "� STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. R.C.E. NO.: 46482 CITY ENGINEER 5 27 20 RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER S' aZl 20 / / ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR KIRK P. AMMERMAN EXP.: 06 -30 -2021 1 DATE DATE PLANNING CASE NO: 17 -272 DR /CDP SHEET 05 OF 48 r? N 0 N 0 N c� 0 I 0 0 0 / V) w 2 07 z I / z 0 V) w 0 Q w 0 0 0 rn G! w Q �I 0 z N ►9 LEGEND 1 S C S RUC4 L" o 63 I —4 ESA ALI NT - / I I G) I 10 \ \ — — EASEMENT - - - I 1 \ —30— FENCE 65 ENCROACHMENT MAINTENANCE MULTI -USE PATH AND REMOVAL AGREEMENT RECORDED, / AC PAVEMENT 2020 AS DOCUMENT NO. 2020 OF O.R. D. G. APN I 261 -19 -104 I I 2 CONCRETE N I V /2) 1 X26 PAVEMENT ° Y ..., I I 19 Q -�� 1 WARNING!!! GAS LINES. I 2 WV O I O�j C o��y GENERAL NOTES R I I ' REFER TO SHEET / 3 J I I II I t 0 2 S 9 FOR TRAIL HEAD I MPROVEMENTS 1. SEE HORIZONTAL AND VERTICAL CONTROL PLANS, SHEETS 12 - 17, FOR J - I MULTI -USE PATH PROFILE. \ I WV 2) 1 8 �® 0 / �\ 2. SEE GRADING AND DRAINAGE PLANS, SHEETS 18 - 22, FOR STORM DRAIN \ c� IMPROVEMENTS. :..,.......... 1 'S �Q 3. SEE LIGHTING PLANS, SHEETS 31 - 33, FOR ELECTRICAL AND LIGHTING M JE E \ E /N EQUIPMENT REMOVALS, ADJUSTMENTS, RELOCATIONS AND NEW INSTALLATIONS. E ,- N 62 2 M y 4. SEE LANDSCAPE PLANS, SHEETS 36 - 38, FOR ALL LANDSCAPE MATERIAL 2 N WITHIN GRADING LIMITS. I1NV 1 FM 1 A ,;,� I 2 GN/ �v\A SAN ELIJO LAGOON I CONSTRUCTION NOTES „- ENTRANCE - 54 10 O1 PROTECT IN PLACE. - - -- 4 3 ADJUST TO FINISH GRADE. O 10 \ 18 - -- 37 3 SAWCUT PER DETAIL A ON SHEET 26. UL RT 1 JP./�- ENTRANCE- , ' NTRA ° _ O ICs TRUCTION CL" 54 .' - — O CONSTRUCT 5" HMA PAVEMENT OVER 12" CRUSHED AGGREGATE BASE. 64, 10 SEE NE CURB RAMP ALIGNMENT ENLARGEMENT, ON SHEET — — — COMPACTED TO 95% RELATIVE COMPACTION. -' �� WV 1 \ \ 9 FOR STORM DRAIN IMPROVEMENTS I - O CONSTRUCT 3" AC OVER 6" CLASS II AGGREGATE BASE PER CROSS -' ,� I A it SECTIONS ON SHEET 28. I , 18 . °= WARNING!!! GAS LINES. 1 261 -19 1 3 / 4 ,, -� , =4' / % = 71 - - O RELOCATE. i VAULT 1 AOPN ATED O CONSTRUCT MODIFIED CURB RAMP TYPE B WITH YELLOW TRUNC 261-01-013 DOMES PER SDRSD G -27. REFER TO RAMP DETAILS SHEET 11. 9 a 67 CONSTRUCT CURB /CURB AND GUTTER TRANSITION PER DETAIL C ON 57 ' r , -C r a 38 1 GAS MET SHEET 26. I I 1 GAS VALVES/ 15 FURNISH AND INSTALL 6' HIGH MONTAGE II FENCE (GENESIS STYLE - 10 L / COLOR BLACK) OR APPROVED EQUAL. INSTALL PER MANUFACTURER W 1 ° OOBLOWOFF WETLAND LIMITS RECOMMENDATIONS AND PER TYPICAL SECTIONS ON SHEET 27 FOR 4T s' �, � / PROPOSED WETLAND BUFFER OPEN SPACE EASEMENT FOUNDATION MOUNTING. 2 APN WATER � DOC# 2020 __________ 18 CONSTRUCT 6" CURB AND GUTTER TYPE G PER SDRSD G -02. 61 -20 -028 1 III I METERS / \ ��, .. I � do �/ 19 SEE EARTHEN SWALE STAKING PLAN ON SHEET 23. VALVES 1 I � 3 a •.• 38 / /`ti APN O \/ c ^� H 1 W k = I 1g�/ 261 -29 -057 37 REFER TO GRADING PLANS FOR SITE IMPROVEMENTS DRAWING N0. i / �j 14321 -G. R/W I 10 5 / /W 38 CONSTRUCT 2' WIDE BY 1' DEEP D.G. SECTION, COMPACTED TO 90% W RELATIVE COMPACTION. 79 n 57 CONSTRUCT TYPE B GRAVITY WALL PER SDRSD C -09. HEIGHT (H) PER PLAN. \ 54 CONSTRUCT CONCRETE LUG PER SDRSD D -63. C° I z I I APN NO CONSTRUCTION STAGING OR ANY CONSTRUCTION ACTIVITY PERMITTED WITHIN 56 SEE LIGHTING PLANS FOR DETAILS. I I \\ I I I II 26 0 -036 WETLAND BUFFER OPEN SPACE EASEMENT / 57 CONSTRUCT SIDEWALK PER SDRSD G -07, MODIFIED PER HORIZONTAL AND VERTICAL CONTROL PLANS. \ \ \ APN _ — — — — — _ _ _ ` � Awl 58 CONSTRUCT 6" CURB PER SDRSD G -01. \ \ \ 261-11-9--1109- 2-1-01-013 — \ \ — — — — R /W— ss� -45— FURNISH AND INSTALL 18" RCP PER SDRSD D -60. \ REFER TO SHEET 9 FOR — _ O � _ _40_ — _ _ — _ � _ � � — _ _ � 63 MATCH EXISTING FLOWLINE. TRAIL HEAD IMPROVEMENTS i REFER TO SHEET 27 45� — — W REFER TO SHEET 27 _ W 64 FURNISH AND INSTALL 18" PVC (SDR -35) CONNECTING PROPOSED W 56 \ CONDITION 4 — _ _35_ — — _ — CONDITION 3 — — -,L PROPOSED OPEN SPACE EASEMENT — _ _ _ uJ � — — -- � _ 56 � DOC# 2020_____ � � � _ _ W CURB INLET TO EXISTING BOX CULVERT. (1) W \ \ \ — _ MULTI -USE PATH \ _ W 65 CONSTRUCT DESILTING BASIN PER DETAIL B ON SHEET 24. _j Lij _ _ _ _ _ — Q—30 ` 56 — f 38 _ 35� — 14 66 REMOVE EXISTING FENCE. U) - - - - 5 38 — O G7 �\2s 5 r'� 23 - 66 SMH 2 56 - CD 67 CONSTRUCT MODIFIED CURB INLET TYPE B PER SDRSD D -02 (L =4', Y=3', X 4 AND V=3'). LLI 68 CONSTRUCT MODIFIED CURB INLET TYPE B TRANSITION PER SDRSD _ :.: •.,: ., . -! — — Q D -02 (L VARIES PER PLAN). _ fill " - —- _ �4 _N 69 CONTRACTOR TO MAKE WATER TIGHT CONNECTIONS PER Q (7 — — — - = _ - - • - -- _ _. �' - =''' U) MANUFACTURER STANDARD TEE AND REDUCERS. REFER TO GRADING W _ 15 — _— PLANS FOR SITE IMPROVEMENTS DRAWING NO. 14321 -G. — W I — — — _ z 71 PROTECT IN PLACE EXISTING 14" FORCE MAINS. CONTRACTOR SHALL ..... J i DURING _ - — — — ••• MECHANICALLY RESTRAIN THE JOINTS IF THEY ARE EXPOSED O r - _ — — _ — — CONSTRUCTION OPERATIONS FOR THE MODIFIED CURB INLET. U m - - -- — — — — _ — 38 i _ �oFessio 49 �p - -- - -- � � 7, � BEG, H =4' 49 so 49 EN ° 24" IE:18.40 69 I 2".69, 13.32' RT VIA w� w� wu wu ° ° 24 +94.89, 8.00' RT ® Sy Y Z Z U VERT IE:1 .13 PROPOSED TRAIL EASEMENT I \/ Sa ° w NO. 46482 m DOC# 2020_____ I s / \ ® DIAL TOLL FREE T x _ APN \ S �� I \ � L 61-01-013 �� � � S o 8 1 1 tr tr . N i O \ AT LEAST TWO DAYS OGRAPHIIC SCAOLE IN FEET 0 C►v 1%- Kimle> Horn Kimley -Horn C i O — — KrIOW what's IJeIOW. BEFORE YOU DIG y�> and Associates, Inc. 02019 REFER TO GRADING PLANS FOR SITE IMPROVEMENTS , -- _ I Call before you dig. \� DRAWING NO. 14321 -G r7O UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 401 B Street, Suite 600, San Diego, California 92101 _�.- I i � \ \_ Phone: 619.234.9411 / www.kimley— horn.com IP -01 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: F DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. MET I ME I KA DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECWOK APPROVED: IMPROVEMENT PLAN CONCRETE SLAB E ON THE N PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 Eclwar�a c A&owet- SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ENGINEER DATE ` 14321 -I AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING �" "� STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. R.C.E. NO.: 46482 CITY ENGINEER RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER S aZl ;lo 5021020 ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE JINSPECTOR I KIRK P. AMMERMAN EXP.: 06 -30 -2021 1 DATE DATE PLANNING CASE NO: 17 -272 DR /CDP SHEET 06 OF 48 r7 0 r7 0 of O N O N 0 I 0 0 0 / U) w 07 z I z c� U) w 0 CL D 0 0 0 rn G! w Q �I 0 z N ►9 2 (D ry n O LLJ LLJ Ill O O M Q LL1 z _J U Q 75 I- LU L LI 2 U) U) 2 LLJ J 2i O O im LU LU 07 O O O M Q LU z_ J 2 U 75 00 O I- LLJ LLJ 2 LLJ LLJ U) CD CD LO M Q U) LU _z J U Q LEGEND ESA --- - - - - -- EASEMENT — — — FENCE MULTI —USE PATH /AC PAVEMENT D. G. ;k•:,° ::: - CONCRETE PAVEMENT GENERAL NOTES 1. SEE HORIZONTAL AND VERTICAL CONTROL PLANS, SHEETS 12 — 17, FOR MULTI —USE PATH PROFILE. 2. SEE GRADING AND DRAINAGE PLANS, SHEETS 18 — 22, FOR STORM DRAIN IMPROVEMENTS. 3. SEE LIGHTING PLANS, SHEETS 31 — 33, FOR ELECTRICAL AND LIGHTING EQUIPMENT REMOVALS, ADJUSTMENTS, RELOCATIONS AND NEW INSTALLATIONS. 4. SEE LANDSCAPE PLANS, SHEETS 36 — 38, FOR ALL LANDSCAPE MATERIAL WITHIN GRADING LIMITS. CONSTRUCTION NOTES (D PROTECT IN PLACE. O2 ADJUST TO FINISH GRADE. O CONSTRUCT 3" AC OVER 6" CLASS II AGGREGATE BASE PER CROSS SECTIONS ON SHEET 28. 15 FURNISH AND INSTALL 6' HIGH MONTAGE II FENCE (GENESIS STYLE — COLOR BLACK) OR APPROVED EQUAL. INSTALL PER MANUFACTURER RECOMMENDATIONS AND PER TYPICAL SECTIONS ON SHEET 27 FOR FOUNDATION MOUNTING. 38 CONSTRUCT 2' WIDE BY 1' DEEP D.G. SECTION, COMPACTED TO 90% RELATIVE COMPACTION. 49 CONSTRUCT TYPE B GRAVITY WALL PER SDRSD C -09. HEIGHT (H) PER PLAN. 56 SEE LIGHTING PLANS FOR DETAILS. 61 CONSTRUCT RETAINING WALL PER TYPICAL SECTION CONDITION 2 ON SHEET 27. WALL HEIGHT PER HORIZONTAL AND VERTICAL CONTROL PLANS. 66 REMOVE EXISTING FENCE. 69 CONTRACTOR TO MAKE WATER TIGHT CONNECTIONS PER MANUFACTURER STANDARD TEE AND REDUCERS. REFER TO GRADING PLANS FOR SITE IMPROVEMENTS DRAWING NO. 14321 —G. GRAPHIC SCALE IN FEET 0 10 20 40 m ® DIAL TOLL FREE 8 1 1 U ■ >> Kimley > Horn Kimley -Horn Know what's below. AT LEAST TWO DAYS BEFORE YOU DIG Call before dig. and Associates, Inc. ©2019 you UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 401 B Street, Suite 600, San Diego, California 92101 Phone: 619.234.9411 / www.kimley- horn.com IP -02 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. MET I ME I KA DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 04 -14 -2020 RECOM APPROVED: E�(w�% Wtrre� IMPROVEMENT PLAN SAN ELIJO WATER RECLAMATION FACILITY 14321 -I PUBLIC WORKS ENGINEER DATE AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING ` �" STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 ELEVATION: 18.56 DATUM: NAVD88 "� KIRK P. AMMERMAN R.C.E. NO.: 46482 EXP.: 06 -30 -2021 S' aZl 20 1 DATE CITY ENGINEER 5 27 20 / / DATE PLANNING ENCINITAS, CA 92007 CASE NO: 17 -272 DR /CDP REVIEWER SENIOR ENGINEER DATE INSPECTOR SHEET 07 OF 48 r7 0 r7 0 0 N O N u-i 0 I 0 0 0 / V) w 2 N z 11 z 0 V) w 0 w 0 0 0 rn G! w Q �I 0 z N IM \ \ MULTI -USE PATH _ _ — —� — 7- — ESA \ APN ` �� — — 38 ` PROPOSED OPEN SPACE EASEMENT_ \ _ — 5 �_� DOC# 2020---- - F- \ 261 -01 -013 (� (38)-\ In- �. - \ 61 �c5 IL N \ \X� - - -, W J - N s. ,.• ,, O m ' _ _ - - w +83.76, 0.0 \ \ 15 38 (TYP) — _ W 5— 56 56 — U) PROPOSED TRAIL EASEMENT CD / \ / DOC# 2020 - - - -- D 15 1 u \ rn 6 /\ CID \ 56 W J Q \ V v U ° L ► 1 ° \ — APN 2 1 -01 -013 _ SAN DIEGUITO WATER ESMT \ , _65--_ 4 i DOC #37873 \ \ \ 7 I • �1N CO I 1 I 1 1 I 1 1 I I 1 I 1 1 � I � REFER TO CALTRANS 1 -5 NORTH COAST TRAIL IMPROVEMENTS i l' } LEGEND ESA --- - - - - -- EASEMENT — — — FENCE MULTI -USE PATH /AC PAVEMENT D. G. CONCRETE ° PAVEMENT GENERAL NOTES 1. SEE HORIZONTAL AND VERTICAL CONTROL PLANS, SHEETS 12 - 17, FOR MULTI -USE PATH PROFILE. 2. SEE GRADING AND DRAINAGE PLANS, SHEETS 18 - 22, FOR STORM DRAIN IMPROVEMENTS. 3. SEE LIGHTING PLANS, SHEETS 31 - 33, FOR ELECTRICAL AND LIGHTING EQUIPMENT REMOVALS, ADJUSTMENTS, RELOCATIONS AND NEW INSTALLATIONS. 4. SEE LANDSCAPE PLANS, SHEETS 36 - 38, FOR ALL LANDSCAPE MATERIAL WITHIN GRADING LIMITS. CONSTRUCTION NOTES (D PROTECT IN PLACE. O CONSTRUCT 3" AC OVER 6" CLASS II AGGREGATE BASE PER CROSS SECTIONS ON SHEET 28. 15 FURNISH AND INSTALL 6' HIGH MONTAGE II FENCE (GENESIS STYLE - COLOR BLACK) OR APPROVED EQUAL. INSTALL PER MANUFACTURER RECOMMENDATIONS AND PER TYPICAL SECTIONS ON SHEET 27 FOR FOUNDATION MOUNTING. w Y NO. 46482 Z 38 CONSTRUCT 2' WIDE BY 1' DEEP D.G. SECTION, COMPACTED TO 90% RELATIVE COMPACTION. 55 PEDESTRIAN RAMP TO CARDIFF APARTMENTS. 56 SEE LIGHTING PLANS FOR DETAILS. 66 REMOVE EXISTING FENCE. MAT CHI NE STq 4 PROPOSED TRAIL EASEMENT y GRAPHIC SCALE IN FEET 0 10 20 40 "' / DOC# 2020---- - O +pp SEE ABOVE RIGHT THIS SHEET / 6y ° \ NORTH Q�pFESS��� ��o Q • P MMF,q �� w Y NO. 46482 Z ® DIAL TOLL FREE m 8 1 1 tr tr ■ >> Kimley > Horn Kimley -Horn Know what's below. AT LEAST TWO DAYS BEFORE YOU DIG Call before dig. C IV ►►' and Associates, Inc. ©2019 you UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 401 B Street, Suite 600, San Diego, California 92101 Phone: 619.234.9411 / www.kimley— horn.com I P -03 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: I DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. MET I ME I KA DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE- 04 -14 -2020 RECO� APPROVED: ��(wa ((% W ei IMPROVEMENT PLAN SAN ELIJO WATER RECLAMATION FACILITY 14321 -1 PUBLIC WORKS ENGINEER DATE AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING ` �" STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 ELEVATION: 18.56 DATUM: NAVD88 "p KIRK P. AMMERMAN R.C.E. NO.: 46482 EXP.: 06 -30 -2021 S' aZl 1 DATE CITY ENGINEERS 27 20 / / DATE ENCINITAS, CA 92007 PLANNING CASE NO: 17 -272 DR /CDP REVIEWER SENIOR ENGINEER DATE I INSPECTOR I I SHEET 08 OF 48 a M 0 0 0 0 0 0 1 In I 0 1 z I i I M i 0 U O a i 0 U to i c� Z r` i 0 O CC CL Z LEI L LEI 0 Of Z 0 J m a w V) n r- w O o! a / F- 0 U Q Z 0 w z Q N Li N / s KEYNOTES 35 \'\ ❑1 4" THICK CONCRETE PAVING OVER 4" CLASS II BASE - COLOR AND FINISH PER ARCHITECT PLANS* PLANTER WALL, TYP. - CONCRETE PAVING - -� LANDSCAPING ENTRY DRIVEWAY EXISTING GRADE �- CONCRETE PLANTER WALL PER ARCHITECTURAL PLANS* - _ TURF �3 6" CONCRETE CURB & GUTTER UNDER SEPARATE PERMIT (DWG NO. 14321) _ I� ;_I �a I I_,I, - __ 25 �4 EXISTING SEWER MANHOLE - RAISE FRAME AND LID Im 111 -III 11=11 - TO NEW GRADE Ill� lll- u1�li1 =Ill= ----- - - - - -- 5 RELOCATED FIRE HYDRANT UNDER SEPARATE PERMIT (DWG NO. 14321) 20 �6 PEDESTRIAN RAMP WITH 3' -0" WIDE X RAMP WIDTH (10' -0 ") YELLOW TRUNCATED DOMES �7 MONUMENT SIGN PER ARCHITECTURAL PLANS* SITE SECTION A -A 1" = 5' TIE (E) CORRUGATED METAL STORM DRAIN PE INTO (N) CATCH BASIN l i ;III � I - - - - - -r � 1,.: - - -- - ,.- - -� / .•. - - - - - -- - -- �9 24" SQUARE PRECAST CONCRETE CATCH BASIN I 12" DIA. PRIVATE HDPE STORM DRAIN PIPE ' i i � i j �, • \= •\ FS 2610 � v ;- _. 11 BIOFILTRATION DRAINAGE STRUCTURE - SEE ; . TW 27.00 _ /' FG 27.40 ! FG 27.40 DRAWING BMP -01 o I \ I I BF 25.10 g ; I -� TW 28.50-1 JTC 2 7.5 0 BOULDER .20 FG 27.20 ii i ii iIII' 1 y I I I I I I I ,. . \ _ \ - BF 27.2 FG 26.00 ' 13 ASPHALT MULTI -USE TRAIL I I n r- I a I I I I I I 27 25.60 I _ I //�1 q _ _� 14 MULTI -USE TRAIL SIGN - UNDER SEPARATE I I o FS 25.40 \ 10 - - - -� , 6 - - - - -- - - - - -- FS `• �1b -2fr 4 \----------- - - - - -- .._ F 25.30 i PER 15 TRAFFIC SIGNAL POLE - TW 28.00 FS 25.75 BF 5 I �\, \ 4.70 3. ----- - - - - -- - /� - - --- - - - - -- - - -- - - - - - -- - - - -- - _ _ _____ _____ _ _ __ _- ' 13 16 FIRE SERVICE BACKFLOW PREVENTER UNDER 25.00 SEPARATE PERMIT (DWG N0. 14321) } .� 1� ` TW 27.00 TYP. 12 T & D`A� rr N O• _ 4321 -1_ , 17 DRINKING FOUNTAIN PER ARCHITECTURAL PLANS* 14 IE 23.60 0 FG 2 6 WIDE X 12 DEEP CONCRETE CONCRETE MOW i / 4.70 FS 24.50 \% STA 20 +11.0 '� - CURB PER ARCHITECTURAL PLANS* 1 I 25 �� - BF 23.40 •• u a / �i -' �� ���� �� 19 ❑ DER SEPARATE PERMIT N I TW 26.50 .� 1' �'__11 " - - .• N ,/ '%' ;; (DRAWING NO 14321) 16 I I FS 24.40 BF 23.40 F 111 ` 0 �� �'S ' / _' /., - '=� , / %% ' ' - •, / � '/ ,/ J 20 EXISTING CARDIFF FORCE MAINS BELOW NEW STORM , 4 ; �. ; \' / : '. // '. _ DRAIN LINE APPROXIMATELY 5.5 DEEP TO TOP -• - - �- \ i'\ F1�,: / / . < -' % -' / OF PIPE (FIELD VERIFY) 24 \ �- - , \ \ \ \ \ , FG 0 J `' ,�' ; ='' ; =' �. -' / ' \ 21 LIGHT FIXTURE PER ARCHITECTURAL PLANS* IE�3.35 11 Tw- -� ;� - ,. " -/ = "- - ,- � * INDICATES ITEMS UNDER BUILDING PERMIT ;1 FS 24 __ ,, =, ," - . / " APPLICATION 19-3103 II _ , I I +, i BF 23.10. , -- '�-_" - " }.,, pis _ ,�• •' - , -� , _- -- , I • e C s e- a e -mot v e� e e l_ -Ta 23:30 1 ;'C F • s` r / // \ .•� Bf `23'4 W // 4.40 IE 9.99 F X3.75 fS: 30 FS 24. 0 0 J.g0 15 0000 o ( TC 23.17 °n o0p 00p °a FS 23.17 --------- - - - - -- - - -- - -- 32 s "I 3.16 TC 4.15 ENCROACHMENT MAINTENANCE 21 ' 2020 AS DOCUMENT NO.2020 OF O.R. 1 6 Sys e 9 r' JOE MANSFI D 0 DIAL TOLL FREE i GRADING PLAN - TRAIL HEAD 2 9, - _ Kimley -Hom 81 1 M* 0' 10' 20' 30' NORTH 9J REN. - -21 n and Associates, Inc. ©2019 Know what's below. AT LEAST TWO DAYS BEFORE YOU DIG � FOr CA��F° 401 B Street, Suite 600, Son Diego, California 92101 Gall before y dig. Phone: 619.234.9411 / www.kimley- horn.com UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNu► GRAPHIC SCALE: 1 " =10' N- 1 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DR BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. T E K,. i I I DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER INT. JDATE PUBLIC WORKS PLANS PREPARED UNDER SUPERVISION OF ` -� DATE: 04 -14 -2020 RECOMMENDED: APPROVED: �ui�`� iKrmct- TRAIL HEAD IMPROVEMENT PLAN SAN ELIJO WATER RECLAMATION FACILITY 14321-1 AVE, 66 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 ELEVATION : 16.56 DATUM: NAVDes ENGINEER SENIOR ENGINEER DATE PLANNING REVIEWER DATE 1INSP ECTOR I ! ) G� � R.C.E. " KIRK P. AM HERMAN EXP.: NO.: 46482_ 06 -30 -2021 K EDWARD J. WINNER CITY ENGINEER DATE PLANNING CASE NO: 17 -272 2695 MANCHESTER AVENUE ENCINITAS, CA 92007 DR /CDP SHEET 09 OF 48 - - -� BEGIN ALIGN ENT "MANCHESTER CONSTRUCTION CL ALIGNMENT" \ 9+ 0.00 1 \ I N 1,950,10,115 I E 6,24 870.001 IIIIIIIIIII�� I � II // I IIIIIIIIIIIII \1\ III \/ F- W / /7 IIIIII \\ \ U) � z W Z Q i IIII \ I Q I III. 0 � i r \ \ I I I �NN6j \ III I I I II I I \ IIIIIIII I I I \ I II I I I PI: 10 +36.71, \\ IIIIII II II I I \ 17.18' LT /. III I I I TC: 2 4.9 5 1 261 9N 104 \ II I I \ "MANCHESTER J I \I CONSTRUCTION CL" / I V ALIGNMENT R /\k \ 11 `\ BC: 10 +81.89, I 19.40' LT I II I TC:24/16 1 1II � / / I 1 b +E 2.14 14.40' LT / I I S: (23.98)± 10 +00.00 SEJPA ACCESS ALIGNMENT / 10 +00.00 MANCHESTER CL ALIGNMENT, /I PCC:10 +94.62, N 1,950, 2.80 22.93' LT E �,24k 44.54 TC: 23.82 SAN ELIJO 11 +21.58, 1v� LAGOON 1.55' RT I I FS: 22. 20) _\0 c \ ENTRANCE o 13 \ PCR:11 +28.94, 45.36' T TC: 20. o 11 +24.85, 60.74 RT \ FS: (19.62)± - - _ - rr �I /� llI �lll�ljllrllfl�I�� ll 111'11/111�I� 11 �Ij IIIIII'llI I / Il�l�l�l 1111/11 /I �III�III , // II I �IIII �jlll�ll 111 �lll�l I II 11 l III IIll�ll 1 1 // ll�j 111 I I 1 / IIIIIIII ll / / / /Ij / 1111 � l I II 1� _ 4.921 JI �-- - / 1 I I III! � (25.72) ±_ / 1 18.317 LT_ _- Fp: (25.70)± - - - - - - / h 0 +10_2a,10.88' -L� - - / FSJ (25.56)± _ _ - - - - - 8 P :1 +16.0$, 114:43'_ T25_75±77- - - -�- - - r �R /V:: I \� PROPOSED TRAIL _ �N EASEMENT °�. DOC# 2020 - - - -- - II C I I I -1 L2 - - �'� PCR:11 +48:31, _ L7 23.80' RT PCR.11 +38.76, C' I S JPA 54.23' LT PI: 11 +30.11, A I TC: 21.75 E TRANCE TC: 22.67 60.32' RT \ I 1 C NSTRUCTION TC: (19.77)± I \ ,- .ALIGNMENT APN 261 -19 -103 - I C) 11 +57.61, TC/FS: 21', R /W J 11+69.16, 33.50' R= FS: 21. TC: 21.7' 11 +77.15, 33.28' RT FS: 21.2-7 3 I 6' I PCR: f +73.38, Iy ° 24 5' IT nI 3 ° ENCROACHMENT MAINTENANCE AND REMOVAL AGREEMENT RECORDED 2020 AS DOCUMENT NO. 2020 TRAIL HEOAD FIMPROVEMENTS EC:11 +10.42, 49.43' LT TC: 23.12 11 +11.91, 54.27' LT FS: 22.81 \ P1:11 +10.39,.61.26' LT ' TC: 23.29' ,- / FL: 22.79 / END ALIGNMENT 10 +62.30 N 1,95016 E 6,248:044.5 4= REFER TO GRADING PLANS FOR SITE IMPROVEMENTS DRAWING NO. 14321 -G ` �_- SEJPA ENTRANCE REFER TO GRADING PLANS FOR SITE IMPROVEMENTS L5 DRAWING NO. 14321 -G P1:11 +51.96, 60.83' LT TC: 22.52 P1:11 +51.84, 64.55' LT TC: 22.73 _ L4 `� APN - - - ♦ - -Z6'r 01- 013 - o _9 I< =' TC: 21.79 a o �� II a 11 +53.98, 51.84' LT R/W ' PI: 11 +84.19 I I I , FS: 22.54 Zo ♦ \ L o 22.84'0 T I! L ° ° J / FS: 22.1 9, 36.25 LT JI I WETLAND LIMITS 71 o L9 11+ 3.51, 1 1 11 +79.11, 36.29' LT { 19.0 0 LT I APN T FS: 22.12 C: 21.6 I �� -� � 261 -20 -028 SI: (21 88)± 11 +88.46, 28.92' R I I 6 11+85.44, 2,9.05' LT FS: 22.09/ TC /FS :20.9 N PI: 11 + 8.15, 1 `_j / o o I 1 \\1__+88.30 17.6 ' RT RT a; / 2L. I / I 1 TC: 0.87 FS: ( 0.54)±1 / \ ± I FL: 20.48) ±I I 5 � I a. \ �o 4 R/ W I \ I I APN \ APN 261 -29 -057 OF O.R. NW CURB GEOMETRIC DATA XX LENGTH LINE /CHORD R T DELTA REMARKS DIRECTION L1 26.73' N87 °19'48 "E 6" CURB & GUTTER* L2 45.23' N87 °1 9'48 "E THICKENED 6" CURB & GUTTER C1 13.32' N74 °36'35 "E 30.00' 6.77' 25 °26'27" THICKENED 6" CURB & GUTTER C2 32.41 N30 °56 40 E 30.00 17.99 61 *53'21 6 CURB & GUTTER* L3 11.82' NO °00'00 "E 6" CURB & GUTTER* NE CURB GEOMETRIC DATA XX LENGTH LINE /CHORD R T DELTA REMARKS DIRECTION L4 3.73' S1 *46'07"E 6" CURB & GUTTER* L5 14.76' S63 °35'12 "W 6" CURB & GUTTER C3 49.93' S48 °58'32 "E 35.00' 30.28' 81 °43'56" 6" CURB* L6 60.60' S89 °50'30 "E SE CURB GEOMETRIC DATA XX LENGTH LINE /CHORD R T DELTA REMARKS DIRECTION L7 15.01' N4 °22'14 "W 6" CURB & GUTTER* C4 32.42' N42 °04'25 "E 20.00' 21.03' 92 °53'18" 6" CURB & GUTTER L8 33.90' N88 °31'05 "E 6" CURB & GUTTER L9 6.11' S89 °08'09 "E 6" CURB & GUTTER* MANCHESTER CONSTRUCTION CL GEOMETRIC DATA XX LENGTH LINE /CHORD DIRECTION R T L1 350.00' S89 °51'51 "E SEJPA ENTRANCE CONSTRUCTION CL GEOMETRIC DATA XX LENGTH LINE /CHORD DIRECTION R T L2 62.30' NO °00'00 "E GENERAL NOTES 1. SEE SHEET 11 FOR CURB RAMP STAKING INFORMATION. 2. SEE SHEET 23 FOR EARTHEN SWALE STAKING INFORMATION. \ 3. * INCLUDES CURB /CURB AND GUTTER TRANSITION. \ 4. ALL STATIONS AND OFFSETS ARE BASED ON "MANCHESTER CONSTRUCTION CL" ALIGNMENT. PROPOSED WETLAND BUFFER OPEN SPACE EASEMENT DOC# 2020 ---- - - - - -- \ 1 261 -20 -036 \ 12133.98, 19.103' LT I I R/W O S: (20 \87)± 12 +33.87, \ \ I \ I 29.19' LT \ FS: (21.56)± I I / PI: 12 +33.98, R/W 24.23' LT END ALIGNMENT 1 \\ 1 III TC: (21.51)± NO CONSTRUCTION STAGING OR ANY " MANCHSTER CONSTRUCTION CL ALIGNMENT" 1 \ I FL:(21.01)± \ CONSTRUCTION ACTIVITY PERMITTED WITHIN OGRAPHIIC SCAOLE IN FEET 40 13 +00.00 WETLAND BUFFER OPEN SPACE EASEMENT N 1,950,102.32 , co E 6,248,220.00 \ 1 I I I I \ �R% LU Y No.4s4sz m DIAL TOLL FREE Kimley >> >HOrn Kimley -Horn 811 0 I t\- and Associates, Inc. ©2019 Know what's below. AT LEAST TWO Days Call before you dig. BEFORE YOU DIG 401 B Street, Suite 600, San Diego, California 92101 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Phone: 619.234.9411 / www.kimley- horn.com HC -01 DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS MET MKE KPA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO� APPROVED: HORIZONTAL AND VERTICAL CONTROL PLAN CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 �clioawc((l �i/hr�xew SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ENGINEER DATE 14321 -I AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING �i� STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. R.C.E. NO.: 46482 CITY ENGINEER 5 27 20 RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER �� / / ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INS PECTOR KIRK P. AMMERMAN EXP.: 06 -30 -2021 I PLANNING CASE N0: 17 -272 DR /CDP SHEET 10 OF 48 - - - 1 3 I 6' I PCR: f +73.38, Iy ° 24 5' IT nI 3 ° ENCROACHMENT MAINTENANCE AND REMOVAL AGREEMENT RECORDED 2020 AS DOCUMENT NO. 2020 TRAIL HEOAD FIMPROVEMENTS EC:11 +10.42, 49.43' LT TC: 23.12 11 +11.91, 54.27' LT FS: 22.81 \ P1:11 +10.39,.61.26' LT ' TC: 23.29' ,- / FL: 22.79 / END ALIGNMENT 10 +62.30 N 1,95016 E 6,248:044.5 4= REFER TO GRADING PLANS FOR SITE IMPROVEMENTS DRAWING NO. 14321 -G ` �_- SEJPA ENTRANCE REFER TO GRADING PLANS FOR SITE IMPROVEMENTS L5 DRAWING NO. 14321 -G P1:11 +51.96, 60.83' LT TC: 22.52 P1:11 +51.84, 64.55' LT TC: 22.73 _ L4 `� APN - - - ♦ - -Z6'r 01- 013 - o _9 I< =' TC: 21.79 a o �� II a 11 +53.98, 51.84' LT R/W ' PI: 11 +84.19 I I I , FS: 22.54 Zo ♦ \ L o 22.84'0 T I! L ° ° J / FS: 22.1 9, 36.25 LT JI I WETLAND LIMITS 71 o L9 11+ 3.51, 1 1 11 +79.11, 36.29' LT { 19.0 0 LT I APN T FS: 22.12 C: 21.6 I �� -� � 261 -20 -028 SI: (21 88)± 11 +88.46, 28.92' R I I 6 11+85.44, 2,9.05' LT FS: 22.09/ TC /FS :20.9 N PI: 11 + 8.15, 1 `_j / o o I 1 \\1__+88.30 17.6 ' RT RT a; / 2L. I / I 1 TC: 0.87 FS: ( 0.54)±1 / \ ± I FL: 20.48) ±I I 5 � I a. \ �o 4 R/ W I \ I I APN \ APN 261 -29 -057 OF O.R. NW CURB GEOMETRIC DATA XX LENGTH LINE /CHORD R T DELTA REMARKS DIRECTION L1 26.73' N87 °19'48 "E 6" CURB & GUTTER* L2 45.23' N87 °1 9'48 "E THICKENED 6" CURB & GUTTER C1 13.32' N74 °36'35 "E 30.00' 6.77' 25 °26'27" THICKENED 6" CURB & GUTTER C2 32.41 N30 °56 40 E 30.00 17.99 61 *53'21 6 CURB & GUTTER* L3 11.82' NO °00'00 "E 6" CURB & GUTTER* NE CURB GEOMETRIC DATA XX LENGTH LINE /CHORD R T DELTA REMARKS DIRECTION L4 3.73' S1 *46'07"E 6" CURB & GUTTER* L5 14.76' S63 °35'12 "W 6" CURB & GUTTER C3 49.93' S48 °58'32 "E 35.00' 30.28' 81 °43'56" 6" CURB* L6 60.60' S89 °50'30 "E SE CURB GEOMETRIC DATA XX LENGTH LINE /CHORD R T DELTA REMARKS DIRECTION L7 15.01' N4 °22'14 "W 6" CURB & GUTTER* C4 32.42' N42 °04'25 "E 20.00' 21.03' 92 °53'18" 6" CURB & GUTTER L8 33.90' N88 °31'05 "E 6" CURB & GUTTER L9 6.11' S89 °08'09 "E 6" CURB & GUTTER* MANCHESTER CONSTRUCTION CL GEOMETRIC DATA XX LENGTH LINE /CHORD DIRECTION R T L1 350.00' S89 °51'51 "E SEJPA ENTRANCE CONSTRUCTION CL GEOMETRIC DATA XX LENGTH LINE /CHORD DIRECTION R T L2 62.30' NO °00'00 "E GENERAL NOTES 1. SEE SHEET 11 FOR CURB RAMP STAKING INFORMATION. 2. SEE SHEET 23 FOR EARTHEN SWALE STAKING INFORMATION. \ 3. * INCLUDES CURB /CURB AND GUTTER TRANSITION. \ 4. ALL STATIONS AND OFFSETS ARE BASED ON "MANCHESTER CONSTRUCTION CL" ALIGNMENT. PROPOSED WETLAND BUFFER OPEN SPACE EASEMENT DOC# 2020 ---- - - - - -- \ 1 261 -20 -036 \ 12133.98, 19.103' LT I I R/W O S: (20 \87)± 12 +33.87, \ \ I \ I 29.19' LT \ FS: (21.56)± I I / PI: 12 +33.98, R/W 24.23' LT END ALIGNMENT 1 \\ 1 III TC: (21.51)± NO CONSTRUCTION STAGING OR ANY " MANCHSTER CONSTRUCTION CL ALIGNMENT" 1 \ I FL:(21.01)± \ CONSTRUCTION ACTIVITY PERMITTED WITHIN OGRAPHIIC SCAOLE IN FEET 40 13 +00.00 WETLAND BUFFER OPEN SPACE EASEMENT N 1,950,102.32 , co E 6,248,220.00 \ 1 I I I I \ �R% LU Y No.4s4sz m DIAL TOLL FREE Kimley >> >HOrn Kimley -Horn 811 0 I t\- and Associates, Inc. ©2019 Know what's below. AT LEAST TWO Days Call before you dig. BEFORE YOU DIG 401 B Street, Suite 600, San Diego, California 92101 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Phone: 619.234.9411 / www.kimley- horn.com HC -01 DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS MET MKE KPA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO� APPROVED: HORIZONTAL AND VERTICAL CONTROL PLAN CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 �clioawc((l �i/hr�xew SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ENGINEER DATE 14321 -I AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING �i� STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. R.C.E. NO.: 46482 CITY ENGINEER 5 27 20 RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER �� / / ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INS PECTOR KIRK P. AMMERMAN EXP.: 06 -30 -2021 I PLANNING CASE N0: 17 -272 DR /CDP SHEET 10 OF 48 NE CURB GEOMETRIC DATA XX LENGTH LINE /CHORD R T DELTA REMARKS DIRECTION L4 3.73' S1 *46'07"E 6" CURB & GUTTER* L5 14.76' S63 °35'12 "W 6" CURB & GUTTER C3 49.93' S48 °58'32 "E 35.00' 30.28' 81 °43'56" 6" CURB* L6 60.60' S89 °50'30 "E SE CURB GEOMETRIC DATA XX LENGTH LINE /CHORD R T DELTA REMARKS DIRECTION L7 15.01' N4 °22'14 "W 6" CURB & GUTTER* C4 32.42' N42 °04'25 "E 20.00' 21.03' 92 °53'18" 6" CURB & GUTTER L8 33.90' N88 °31'05 "E 6" CURB & GUTTER L9 6.11' S89 °08'09 "E 6" CURB & GUTTER* MANCHESTER CONSTRUCTION CL GEOMETRIC DATA XX LENGTH LINE /CHORD DIRECTION R T L1 350.00' S89 °51'51 "E SEJPA ENTRANCE CONSTRUCTION CL GEOMETRIC DATA XX LENGTH LINE /CHORD DIRECTION R T L2 62.30' NO °00'00 "E GENERAL NOTES 1. SEE SHEET 11 FOR CURB RAMP STAKING INFORMATION. 2. SEE SHEET 23 FOR EARTHEN SWALE STAKING INFORMATION. \ 3. * INCLUDES CURB /CURB AND GUTTER TRANSITION. \ 4. ALL STATIONS AND OFFSETS ARE BASED ON "MANCHESTER CONSTRUCTION CL" ALIGNMENT. PROPOSED WETLAND BUFFER OPEN SPACE EASEMENT DOC# 2020 ---- - - - - -- \ 1 261 -20 -036 \ 12133.98, 19.103' LT I I R/W O S: (20 \87)± 12 +33.87, \ \ I \ I 29.19' LT \ FS: (21.56)± I I / PI: 12 +33.98, R/W 24.23' LT END ALIGNMENT 1 \\ 1 III TC: (21.51)± NO CONSTRUCTION STAGING OR ANY " MANCHSTER CONSTRUCTION CL ALIGNMENT" 1 \ I FL:(21.01)± \ CONSTRUCTION ACTIVITY PERMITTED WITHIN OGRAPHIIC SCAOLE IN FEET 40 13 +00.00 WETLAND BUFFER OPEN SPACE EASEMENT N 1,950,102.32 , co E 6,248,220.00 \ 1 I I I I \ �R% LU Y No.4s4sz m DIAL TOLL FREE Kimley >> >HOrn Kimley -Horn 811 0 I t\- and Associates, Inc. ©2019 Know what's below. AT LEAST TWO Days Call before you dig. BEFORE YOU DIG 401 B Street, Suite 600, San Diego, California 92101 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Phone: 619.234.9411 / www.kimley- horn.com HC -01 DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS MET MKE KPA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO� APPROVED: HORIZONTAL AND VERTICAL CONTROL PLAN CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 �clioawc((l �i/hr�xew SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ENGINEER DATE 14321 -I AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING �i� STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. R.C.E. NO.: 46482 CITY ENGINEER 5 27 20 RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER �� / / ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INS PECTOR KIRK P. AMMERMAN EXP.: 06 -30 -2021 I PLANNING CASE N0: 17 -272 DR /CDP SHEET 10 OF 48 SE CURB GEOMETRIC DATA XX LENGTH LINE /CHORD R T DELTA REMARKS DIRECTION L7 15.01' N4 °22'14 "W 6" CURB & GUTTER* C4 32.42' N42 °04'25 "E 20.00' 21.03' 92 °53'18" 6" CURB & GUTTER L8 33.90' N88 °31'05 "E 6" CURB & GUTTER L9 6.11' S89 °08'09 "E 6" CURB & GUTTER* MANCHESTER CONSTRUCTION CL GEOMETRIC DATA XX LENGTH LINE /CHORD DIRECTION R T L1 350.00' S89 °51'51 "E SEJPA ENTRANCE CONSTRUCTION CL GEOMETRIC DATA XX LENGTH LINE /CHORD DIRECTION R T L2 62.30' NO °00'00 "E GENERAL NOTES 1. SEE SHEET 11 FOR CURB RAMP STAKING INFORMATION. 2. SEE SHEET 23 FOR EARTHEN SWALE STAKING INFORMATION. \ 3. * INCLUDES CURB /CURB AND GUTTER TRANSITION. \ 4. ALL STATIONS AND OFFSETS ARE BASED ON "MANCHESTER CONSTRUCTION CL" ALIGNMENT. PROPOSED WETLAND BUFFER OPEN SPACE EASEMENT DOC# 2020 ---- - - - - -- \ 1 261 -20 -036 \ 12133.98, 19.103' LT I I R/W O S: (20 \87)± 12 +33.87, \ \ I \ I 29.19' LT \ FS: (21.56)± I I / PI: 12 +33.98, R/W 24.23' LT END ALIGNMENT 1 \\ 1 III TC: (21.51)± NO CONSTRUCTION STAGING OR ANY " MANCHSTER CONSTRUCTION CL ALIGNMENT" 1 \ I FL:(21.01)± \ CONSTRUCTION ACTIVITY PERMITTED WITHIN OGRAPHIIC SCAOLE IN FEET 40 13 +00.00 WETLAND BUFFER OPEN SPACE EASEMENT N 1,950,102.32 , co E 6,248,220.00 \ 1 I I I I \ �R% LU Y No.4s4sz m DIAL TOLL FREE Kimley >> >HOrn Kimley -Horn 811 0 I t\- and Associates, Inc. ©2019 Know what's below. AT LEAST TWO Days Call before you dig. BEFORE YOU DIG 401 B Street, Suite 600, San Diego, California 92101 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Phone: 619.234.9411 / www.kimley- horn.com HC -01 DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS MET MKE KPA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO� APPROVED: HORIZONTAL AND VERTICAL CONTROL PLAN CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 �clioawc((l �i/hr�xew SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ENGINEER DATE 14321 -I AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING �i� STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. R.C.E. NO.: 46482 CITY ENGINEER 5 27 20 RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER �� / / ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INS PECTOR KIRK P. AMMERMAN EXP.: 06 -30 -2021 I PLANNING CASE N0: 17 -272 DR /CDP SHEET 10 OF 48 MANCHESTER CONSTRUCTION CL GEOMETRIC DATA XX LENGTH LINE /CHORD DIRECTION R T L1 350.00' S89 °51'51 "E SEJPA ENTRANCE CONSTRUCTION CL GEOMETRIC DATA XX LENGTH LINE /CHORD DIRECTION R T L2 62.30' NO °00'00 "E GENERAL NOTES 1. SEE SHEET 11 FOR CURB RAMP STAKING INFORMATION. 2. SEE SHEET 23 FOR EARTHEN SWALE STAKING INFORMATION. \ 3. * INCLUDES CURB /CURB AND GUTTER TRANSITION. \ 4. ALL STATIONS AND OFFSETS ARE BASED ON "MANCHESTER CONSTRUCTION CL" ALIGNMENT. PROPOSED WETLAND BUFFER OPEN SPACE EASEMENT DOC# 2020 ---- - - - - -- \ 1 261 -20 -036 \ 12133.98, 19.103' LT I I R/W O S: (20 \87)± 12 +33.87, \ \ I \ I 29.19' LT \ FS: (21.56)± I I / PI: 12 +33.98, R/W 24.23' LT END ALIGNMENT 1 \\ 1 III TC: (21.51)± NO CONSTRUCTION STAGING OR ANY " MANCHSTER CONSTRUCTION CL ALIGNMENT" 1 \ I FL:(21.01)± \ CONSTRUCTION ACTIVITY PERMITTED WITHIN OGRAPHIIC SCAOLE IN FEET 40 13 +00.00 WETLAND BUFFER OPEN SPACE EASEMENT N 1,950,102.32 , co E 6,248,220.00 \ 1 I I I I \ �R% LU Y No.4s4sz m DIAL TOLL FREE Kimley >> >HOrn Kimley -Horn 811 0 I t\- and Associates, Inc. ©2019 Know what's below. AT LEAST TWO Days Call before you dig. BEFORE YOU DIG 401 B Street, Suite 600, San Diego, California 92101 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Phone: 619.234.9411 / www.kimley- horn.com HC -01 DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS MET MKE KPA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO� APPROVED: HORIZONTAL AND VERTICAL CONTROL PLAN CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 �clioawc((l �i/hr�xew SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ENGINEER DATE 14321 -I AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING �i� STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. R.C.E. NO.: 46482 CITY ENGINEER 5 27 20 RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER �� / / ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INS PECTOR KIRK P. AMMERMAN EXP.: 06 -30 -2021 I PLANNING CASE N0: 17 -272 DR /CDP SHEET 10 OF 48 SEJPA ENTRANCE CONSTRUCTION CL GEOMETRIC DATA XX LENGTH LINE /CHORD DIRECTION R T L2 62.30' NO °00'00 "E GENERAL NOTES 1. SEE SHEET 11 FOR CURB RAMP STAKING INFORMATION. 2. SEE SHEET 23 FOR EARTHEN SWALE STAKING INFORMATION. \ 3. * INCLUDES CURB /CURB AND GUTTER TRANSITION. \ 4. ALL STATIONS AND OFFSETS ARE BASED ON "MANCHESTER CONSTRUCTION CL" ALIGNMENT. PROPOSED WETLAND BUFFER OPEN SPACE EASEMENT DOC# 2020 ---- - - - - -- \ 1 261 -20 -036 \ 12133.98, 19.103' LT I I R/W O S: (20 \87)± 12 +33.87, \ \ I \ I 29.19' LT \ FS: (21.56)± I I / PI: 12 +33.98, R/W 24.23' LT END ALIGNMENT 1 \\ 1 III TC: (21.51)± NO CONSTRUCTION STAGING OR ANY " MANCHSTER CONSTRUCTION CL ALIGNMENT" 1 \ I FL:(21.01)± \ CONSTRUCTION ACTIVITY PERMITTED WITHIN OGRAPHIIC SCAOLE IN FEET 40 13 +00.00 WETLAND BUFFER OPEN SPACE EASEMENT N 1,950,102.32 , co E 6,248,220.00 \ 1 I I I I \ �R% LU Y No.4s4sz m DIAL TOLL FREE Kimley >> >HOrn Kimley -Horn 811 0 I t\- and Associates, Inc. ©2019 Know what's below. AT LEAST TWO Days Call before you dig. BEFORE YOU DIG 401 B Street, Suite 600, San Diego, California 92101 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Phone: 619.234.9411 / www.kimley- horn.com HC -01 DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS MET MKE KPA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO� APPROVED: HORIZONTAL AND VERTICAL CONTROL PLAN CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 �clioawc((l �i/hr�xew SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ENGINEER DATE 14321 -I AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING �i� STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. R.C.E. NO.: 46482 CITY ENGINEER 5 27 20 RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER �� / / ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INS PECTOR KIRK P. AMMERMAN EXP.: 06 -30 -2021 I PLANNING CASE N0: 17 -272 DR /CDP SHEET 10 OF 48 GENERAL NOTES 1. SEE SHEET 11 FOR CURB RAMP STAKING INFORMATION. 2. SEE SHEET 23 FOR EARTHEN SWALE STAKING INFORMATION. \ 3. * INCLUDES CURB /CURB AND GUTTER TRANSITION. \ 4. ALL STATIONS AND OFFSETS ARE BASED ON "MANCHESTER CONSTRUCTION CL" ALIGNMENT. PROPOSED WETLAND BUFFER OPEN SPACE EASEMENT DOC# 2020 ---- - - - - -- \ 1 261 -20 -036 \ 12133.98, 19.103' LT I I R/W O S: (20 \87)± 12 +33.87, \ \ I \ I 29.19' LT \ FS: (21.56)± I I / PI: 12 +33.98, R/W 24.23' LT END ALIGNMENT 1 \\ 1 III TC: (21.51)± NO CONSTRUCTION STAGING OR ANY " MANCHSTER CONSTRUCTION CL ALIGNMENT" 1 \ I FL:(21.01)± \ CONSTRUCTION ACTIVITY PERMITTED WITHIN OGRAPHIIC SCAOLE IN FEET 40 13 +00.00 WETLAND BUFFER OPEN SPACE EASEMENT N 1,950,102.32 , co E 6,248,220.00 \ 1 I I I I \ �R% LU Y No.4s4sz m DIAL TOLL FREE Kimley >> >HOrn Kimley -Horn 811 0 I t\- and Associates, Inc. ©2019 Know what's below. AT LEAST TWO Days Call before you dig. BEFORE YOU DIG 401 B Street, Suite 600, San Diego, California 92101 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Phone: 619.234.9411 / www.kimley- horn.com HC -01 DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS MET MKE KPA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO� APPROVED: HORIZONTAL AND VERTICAL CONTROL PLAN CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 �clioawc((l �i/hr�xew SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ENGINEER DATE 14321 -I AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING �i� STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. R.C.E. NO.: 46482 CITY ENGINEER 5 27 20 RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER �� / / ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INS PECTOR KIRK P. AMMERMAN EXP.: 06 -30 -2021 I PLANNING CASE N0: 17 -272 DR /CDP SHEET 10 OF 48 N 1p 0 N 0 N r2 CD 3 0 0 U I 0 0 0 / V) w N z n / z CD V) w 0 Q w 0 0 0 rn G! w Q �I 0 z N IM v J I I REFER TO SHEET 9 FOR TRAILHEAD IMPROVEMENTS 1 I I F \ FS: 23.38 \ \ 10' \ �FS: 23.23 \ TC .32 0 I ' \ \ - 1.50% TC /FS: 23.17 11 +24.41, \ \ O 0 \ 11+24.41, 52.54 LT FS: . 54.08' L 000 0 0 0 �O OD I 11+38.41, 55.68' LT 22.44 0 0 0 0 0 '; - O o O O 0 0 I 11 +38.76, 54.23E LT 15 0 O 0 O O TC: 23.16 ,; ;;,- , 00 OO 0 �0 O° FL: 22.66 , -,;;; -' TC: 22.67 0 0 0 O O O 0 11 +10.58, 49.43' LT I ,, FL: 22.17 0 0 0 ,,- . -;� 11+39.10, 52.26 LT 11 +37.72, -; O O FL: 22.62 , TC: 23.50 - - - TC: 22.73 57.07' LT -' FL: 23.01 \ - - - - - - - - -' I FL: 22.23 1 FS: 11+41.73, 53.30' LT 1 I INV IN: 19.60 11+41.37,155.5-4' L- 11 +09.39, 41.58 LT 16 TC: 22.64 1 I FS: 22.22 T; CURB RAMP q I I TC /FL :22.17 1 FL: 21.81 TC /FL: 22.75 \ Q 11+42.82, 42.22' LT 1 11 +11;91, II ,, . I CURB RAMP �� I 54.27 LT TC FL: 22.14 / 11 +44.95, 57.32 LT FS: 22.20 TC: 22.60 FL: 21.77 TC /FL: 22.10 \\ � 0 0 O �\ 11+51.96, 60.83' LT 11 +11.90, 48.19' LT 1< ; 00 00 o� 0 '4 j TC: 22.52 1 1 0 ; - FL: 22.02 + I 11+48.29, 34.87' LT O W 0� 0� � a I 11+51 70, TC: 22.54 i 0 64.05' LT MANCHESTER AVENUE AT SEJPA ENTRANCE - NW CURB RAMP I FL: 21.99 0" \ FS: 22.61 < FS: 22.22 1 // aps \ 11 +51.84, 64.55' LT SCALE: 1 " =5' I � \ FS: 22.57 TC: 22.73 FS: 22.23 _' I - -'' I / FS: 22.52 s 4 - - TC: 21.73 ' FS: 21.73 11+62.89, 25.86' LT / </ 1 11 +61. 3.44' RT I I TC:22.38 I / 11 +42.34, 53.60' LT �TC:21.61 I i FL: 21.86 1 �� FS: 22.48 II CI -01 INV OUT: 19.64 ----- - - - - -- - FL: 21.12 1 / O 11 +44.13, 1 4 4 53.37' LT I / RIM: 22.64 __7R /W I I I TC /FL: 20.91 % : -' I </ FS: 21.38 I :21.32 i TC /FL:21.84 TC: 21.72 Q FS: 20.98 1 / 4 F -R /W FS: 21.39 I 1.50% O 010 ` I 11 +72.86, 23.11' RT FS: 21.94 / u 7.5 O O o I I CURB RAMP - - - FS: 22.28 10 00 0 0 I I TC /FL: 20.85 I 000 - -- I "? O DO I I 11 +72.63, 24.26' LT I 0 6.81% 1.00% C0 I I b O 00 d I I CURB RAMP I O 00 <) FS: 21.26 I I � 4 5 0 OI i I TC /FL: 21.80 1 1 000 0 1 PROPOSED WETLAND BUFFER OPEN SPACE EASEMENT 1 1 0 0 0 N 1 FS: 2. I DOC# 2020 ---- ____ -- 00 I I I o00 1 E 1 00 c6.6' :21.20 I - -- I FS: 20.84 I I 0 0 0 4 I S: 2 4 z I I I I 000 f O TC:: 21.60 FS: 21.27 II I -< -1 _ _ I 1 I I TC /FL: 20.79 FS: 21.81 I FS: 22.18 1 I 1 11 2.19, 22.84' RT 1 TC: 21.09 i 1 u FL: 20.59 I TC /FL:21.75 GRAPHIC SCALE IN FEET TC: 20.9k NO CONSTRUCTION STAGING OR ANY 0 2.5 5 10 = FS: 20.9 i I I CONSTRUCTION ACTIVITY PERMITTED WITHIN - - - -I 11 +82.72, 24.25' LT I I WETLAND BUFFER OPEN SPACE EASEMENT TC-22 ' 16 FL: 21.66 I QF,0FESSi0 ti I 1 PMM�R� �2Oi MANCHESTER AVENUE AT SEJPA ENTRANCE - SE CURB RAMP MANCHESTER AVENUE AT SEJPA ENTRANCE - NE CURB RAMPS 0 Y N0.46482 Z m SCALE: 1"=5' SCALE: 1"=5' ® T x DIAL TOLL FREE L Kimley >>> Morn and 811 CIVI and Associates, Inc. ©2019 Know what's below. AT LEAST TWO Days Call before you dig. BEFORE YOU DIG 401 B Street, Suite 600, San Diego, California 92101 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Phone: 619.234.9411 / www.kimley- horn.com HC -02 DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS MET MKE KPA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO� APPROVED: CURB RAMP ENLARGEMENT PLAN CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 Ea�wawci(l �yi�n�rrew SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ENGINEER DATE ` 14321 -1 AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING �" "p STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. R.C.E. NO.: 46482 CITY ENGINEER 5 2% 20 RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER S' aZl / / ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE JINSPECTOR I KIRK P. AMMERMAN EXP.: 06 -30 -2021 1 DATE DATE PLANNING CASE NO: 17 -272 DR /CDP SHEET 11 OF 48 Q N N 0 N O N CD 0 N O U 2 I 0 0 0 / V) w 2 N z d z CD V) w 0 / o_ w N 0 0 0 rn G! w Q �I 0 z N M W z LU LU 2 z LLJI U z z w W U) 36 GENERAL NOTES z Q 1. ALL STATIONS AND OFFSETS ARE BASED ON "MANCHESTER CONSTRUCTION CL" ALIGNMENT. SEE SHEET 10 36 SEE SHEET 10 Q p SEE SHEET 10 L1 U C1 C2 I L3 L4 L5 Q L6 PI EL = 22.24 U) 32 J J w J J 32 32 J J J N J J J 32 op O 0� p J i0 0 N - u7 ( __7 � r F– J 32 D) 1q: D7 of N J R/W 0 Of Lo D u7 J 28 ­i Co 28 0 + r N N N cr N 0o �° O of 28 O N �, � + ,� 0 + PO— K) 000 CD O N C5 + N F H U U cV 0� O O I N a_� I 0_ > 6 V,-, Np N U N I H 3.0 U 28 on � U r7 N 0_ to 24 N ;�N N 0 U —0.93% N N �- w 24 qo_2_% —0.78% IF — a- --� 1.46% � � m O PO PROPOSED FL 00 N —1• 7�PROPOSED N N N MATCH EXIST GRADE PROPOSED T — — — —1.50% MATCH FUTURE 20 o PROPOSED TIC EXISTING SURFACE EXISTING AT PROPOSED EXISTING PROPOSED 20 FUSCOE GRADE EXISTING PROPOSED 18 AT PROPOSED TC PROFILE PROFILE [ELEVATION REFER DRAWING 18 20 z M O O N ELEVATION + � ELEVAOTIION VATION 00 2 N0. 14321 —G 20 n r N N oo D) DD 0 00 ° ri z o ro �) ro o cD w ri N n N d N �� 4 N N N N N N N N N 24 N N MANCHESTER AVENUE AT SEJPA ACCESS - NW CURB RETURN HORZ: 1"=20' VERT: 1"=2' 36 GENERAL NOTES z Q 1. ALL STATIONS AND OFFSETS ARE BASED ON "MANCHESTER CONSTRUCTION CL" ALIGNMENT. SEE SHEET 10 36 SEE SHEET 10 Q p L4 L5 Q L6 PI EL = 22.24 U) 32 C4 I J w J J 32 J r7 J - N LC = 50.00' op z O - u7 ( — N m 06 � 32 F– J 32 Of Lo D u7 J 28 ­i Co -H 'n m 'D O 00 1'0 r N N N N 28 of � N O W N+ cD 00 N LO l a- + ± N 0 J U� W N N r6 r0 00 F U U r 00 0� +I co n of a_� I 0_ of +N V,-, 24 U 28 24 't to 000 N N N 0 U N N �- qo_2_% —0.78% IF H a- F H � � m O PO N 00 N —1• 7�PROPOSED N N N MATCH EXIST GRADE — — — n/ LL 20 o PROPOSED TIC u7 N EXISTING AT PROPOSED SURFACE TIC o 20 N EXISTING PROPOSED 18 [ELEPROFILE 18 z M O O N rn 00 + � ELEVAOTIION VATION 00 ± u7 a) r + r N N oo D) DD 0 00 r z w 24 ±oar N N N N N N N N ±N N N 24 N N MANCHESTER AVENUE AT SEJPA ACCESS - NE CURB RETURN HORZ: 1"=20' VERT: 1"=2' PROFILE LEGEND v APPROXIMATE LOCATION OF CURB RAMP CENTERLINE WITH 4.5% MAXIMUM GUTTER SLOPE U GENERAL NOTES z Q 1. ALL STATIONS AND OFFSETS ARE BASED ON "MANCHESTER CONSTRUCTION CL" ALIGNMENT. SEE SHEET 10 z Q p LLJI PI EL = 22.24 U) LLJI W Q Iz W U) W U z PI STA 11 +40.86, 25.54' RT SEE SHEET 10 PI EL = 22.24 L7 C4 I L8 L9 LC = 50.00' 32 32 of of a- co n of o- of U 28 't to 000 N N N 00 2s Q H � � m O PO N 00 N o N N N W n/ LL o r u7 N 00 r7 o O O N O O. M z M O O N rn 00 + � 00 0 -t 00 ± u7 a) r + r N N oo D) DD 0 00 r z w 24 ±oar +° ±� w �N ±N ±° 24 j � O t r� ~.O U 5U � 0_� O ± of �. m — 2.989; —1.50% W .. a9% _3 579° 20 20 w O EXISTING SURFACE AT PROPOSED TC PROPOSED FL U z J L J PROPOSED TIC EXISTING PROPOSED Q z 16 PROFILE PROFILE [ELEVATION 16 2 ELEVATION Q�OFESS/()/v o� 0j �� CD �O AMM e Q F,q J w Y NO. 46482 Z En • ® DIAL TOLL FREE MANCHESTER AVENUE AT SAN ELIJO LAGOON ENTRANCE - SE CURB RETURN Kimlevo Horn -Horn d A Associates, Inc. a l l AT LEAST Two DAYS c►v1l- , HORZ: 1"=20' , and ©2019 an Know what's below. BEFORE YOU DIG VERT: 1 =2 401 B Street, Suite 600, San Diego, California 92101 Call before you dig. Phone: 619.234.9411 www.kimley— horn.com UNDERGROUND SERVICE ALERT of souTHERN NuNRNia HC_03 CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. MZD MKE KPA DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO� APPROVED: HORIZONTAL AND VERTICAL CONTROL PLAN CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER PUBLIC WORKS DATE: 04 -14 -2020 �c%uawa�(% �HfNtei` SAN ELIJO WATER RECLAMATION FACILITY 14321 ENGINEER DATE -1 AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING ` �" STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. "1044" REVIEWER R.C.E. "� NO.: 46482 S' 20 CITY ENGINEER 5�2��20 RECORD FROM: POINT PER ROS 18416 aZl ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE I INSPECTOR KIRK P. AMMERMAN EXP.: 06 -30 -2021 DATE DATE PLANNING CASE NO: 17 -272 DR /CDP SHEET 12 OF 48 1 n 0 0 0 N O N 0 0 0 v I 0 0 0 N H- W W S Ln z d z c� U) W 0 Q W 0 0 0 Ln rn Of LLJ I 0 z .M 20 21 22 "MULTI -USE PATH CL" PROFILE STA. 20 +00 - 25 +00 HORZ: 1"=20' VERT: 1"=4' 23 \ \\ - - -- - - -__ — — - - - _____— - - - - -_- - - - -- -- - - - - - -- — _ -_ - - -- _- _ -_ - - -- -_---- - -_�'- '- — __ - -� �` X51 R - ----- - - -- g= - -- --_— �_ LEFT PROFILE VIEW - - - RIGHT PROFILE VIEW 0\ N18 *10'40 "W 125.03' 19.72' \ \ 156.27' N23 °53'40 "W 305.00' 79.89' C3 99.75' N26 °08'55 "W 230.00' 50.67' L2 2.67' N1 3 °43'28 "W C4 213.55' N18 °58'00 "W 1,167.00' 107.08' ® DIAL TOLL FREE 36 Kimle>>> Horn Y Kimley -Horn 611 C jV j`, and Associates, Inc. ©2019 Know what's below. AT LEAST TWO DAYS BEFORE YOU DIG 401 B Street, Suite 600, San Diego, California 92101 Call before you dig. 40 Phone: 619.234.9411 / www.kimley— horn.com UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA HC -04 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. MA I ME I MU DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 04 -14 -2020 RECO�� APPROVED: T /'/ z2aUCgd y. A4rxey` HORIZONTAL AND VERTICAL CONTROL PLAN SAN ELIJO WATER RECLAMATION FACILITY 14321 -I PUBLIC WORKS ENGINEER DATE AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING ` �" STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 ELEVATION: 18.56 DATUM: NAVD88 R.C.E. NO.: 46482 "� KIRK P. AMMERMAN EXP.: 06 -30 -2021 S' al � DATE CITY ENGINEER 5/2�/ZO DATE ENCINITAS, CA 92007 PLANNING CASE NO: 17 -272 DR /CDP REVIEWER 32 o n Oj N o N � ROPO N N O ci L� 0.67% PI STA 21 +83.40 PI EL = 26.45 00 VC = 77.71 ' FACE ± N K = 26.00 v .. 0]LL_ 36 SHEET 13 OF 48 M 28 o N a M 04 N � + o c+v 00 CNI to N N r� `2 - LPL 32 N N N - cn .. a ED M LTI -U E PA 11H SU L2 5g% �` �N W m — POINT 77— — -- - - - ,-IDENTICAL % 24 — — — — -EXISTING SURFACE - -- - - - -- -- --- - - - - -- -- EXISTING PROFILE PROPOSED PROFILE -- _ LEFT PROFILE VIEW RIGHT PROFILE VIEW ELEVATION ELEVATION O O .4- N W � N V) O L N o L6 r- Lf i - N r) 1 N Wj Vn N � C), ► L6 t- N � (0 L n t N a 't 6 N � N 00 cD n ff� L N O L6 ff� N n 00 n f N . � O ( 6 N o0 C 6 4 N CO N C6 Ln N 00 q 00 6 Ln ( N O r,: Ln N � � n r� Ln N O r,: Cfl N N W 0 0 Cfl N O 06 c N N r 06 N N K) i N N 00 (3i N N O Cfl N n D C3 CD N Co N N N � N N N (mi N ( N O O 7 r` t`N P7 r` N t Ln O N P7 r` V P7 r` to Nto O O 4 CD N 4 N n M N N pry N l7 N -� pry N CD N N l7 N O (6 20 21 22 "MULTI -USE PATH CL" PROFILE STA. 20 +00 - 25 +00 HORZ: 1"=20' VERT: 1"=4' 23 \ \\ - - -- - - -__ — — - - - _____— - - - - -_- - - - -- -- - - - - - -- — _ -_ - - -- _- _ -_ - - -- -_---- - -_�'- '- — __ - -� �` X51 R - ----- - - -- g= - -- --_— �_ N27 °08'22 "W -- - - - C1 0\ N18 *10'40 "W 125.03' 19.72' \ \ 156.27' N23 °53'40 "W 305.00' 79.89' C3 99.75' N26 °08'55 "W 230.00' 50.67' L2 2.67' PZA so Do / I f / n 25 rL-- 1 W W '. /) W W O O + L CV Q F�- W _Z J U I-- LEGEND ESA EASEMENT PROPOSED OPEN SPACE EASEMENT FENCE MULTI -USE PATH /AC PAVEMENT D. G. ;<.. CONCRETE PAVEMENT GENERAL NOTES 1. SEE IMPROVEMENT PLANS SHEETS 06 - 08 FOR MULTI -USE PATH IMPROVEMENTS. 2. SEE GRADING AND DRAINAGE PLANS SHEETS 18 - 22 FOR STORM DRAIN IMPROVEMENTS. 3. SEE LIGHTING PLANS SHEETS 31 - 33 FOR ELECTRICAL AND LIGHTING EQUIPMENT REMOVALS, ADJUSTMENTS, RELOCATIONS AND NEW INSTALLATIONS. MULTI -USE PATH CL GEOMETRIC DATA XX LENGTH LINE /CHORD DIRECTION R T L1 18.18' N27 °08'22 "W AMMFR C1 39.11' N18 *10'40 "W 125.03' 19.72' C2 156.27' N23 °53'40 "W 305.00' 79.89' C3 99.75' N26 °08'55 "W 230.00' 50.67' L2 2.67' N1 3 °43'28 "W C4 213.55' N18 °58'00 "W 1,167.00' 107.08' GRAPHIC SCALE IN FEET 0 10 20 40 AMMFR Q' w Y NO. 46482 Z m • ® DIAL TOLL FREE Kimle>>> Horn Y Kimley -Horn 611 C jV j`, and Associates, Inc. ©2019 Know what's below. AT LEAST TWO DAYS BEFORE YOU DIG 401 B Street, Suite 600, San Diego, California 92101 Call before you dig. Phone: 619.234.9411 / www.kimley— horn.com UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA HC -04 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. MA I ME I MU DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 04 -14 -2020 RECO�� APPROVED: T /'/ z2aUCgd y. A4rxey` HORIZONTAL AND VERTICAL CONTROL PLAN SAN ELIJO WATER RECLAMATION FACILITY 14321 -I PUBLIC WORKS ENGINEER DATE AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING ` �" STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 ELEVATION: 18.56 DATUM: NAVD88 R.C.E. NO.: 46482 "� KIRK P. AMMERMAN EXP.: 06 -30 -2021 S' al � DATE CITY ENGINEER 5/2�/ZO DATE ENCINITAS, CA 92007 PLANNING CASE NO: 17 -272 DR /CDP REVIEWER SENIOR ENGINEER DATE INSPECTOR SHEET 13 OF 48 m CL u7 0 0 N O N r r cD 0 0 U I 0 O 0 / V) w V) z n z CD V) w 0 w 0 0 0 rn o% w Q �I 0 z N M 44 u7 40 Lh 6 � a 0.97% 36 �- 32 28 -- - - -- -- - -- XX LEFT r7 � + N � � PROPOSED MULTI —USE PATH SURFACE 0.12% PROFILE VIE T C5 IGHT PROFILE VIE 47.36' MULTI —USE PATH SURFACE 2.27% _ — — — — — EXISTING PROFILE ELEVATION 48 44 AL POINT - PROPOSED 4 + Oro N � >N e_ U_ — 140 -- -� — _ _ _ EXISTING SURFACE LEFT PROFILE I E TIC 36 32 \ PROPOSED PROFILE ELEVATION -- RIGHT PROFILE VIEW — — — — — — — — — — — — — — — -- - -- 28 VIEW N CfT N� N c0 O CfT N� I- O N r- N� N u7 r- N� c0 6� r r- N� c0 ao � N� c0 I� rn CO c0 O CO L0 � CO u7 r7 N co u7 Cn � r- Lfl � r � � c0 00 v7 � rn O up N� � Lfl up N � up K � CO � N� u7 � � r ^ � � oo � r- O r O a0 r- � N a0 r- r� O� a0 r- a0 � u7 a0 � c0 a0 � O O � � N O N 0� � N � 0� � ao (0 0� � O Cfl C1) 0� � r� � O 0� � � O � 00 r� u7 O � � O O tO I� O O O O O N O � �� O N � O � �� � O � �� rn 7 O �� O � N r7 � N � N 00 � N O O� N N n N u) r7 N r- N 25 26 27 "MULTI -USE PATH CL" PROFILE STA. 25 +00 - 30 +00 HORZ: 1"=20' VERT: 1"=4' 29 30 LEGEND ESA EASEMENT PROPOSED OPEN SPACE EASEMENT FENCE MULTI —USE PATH /AC PAVEMENT D. G. :. CONCRETE PAVEMENT GENERAL NOTES 1. SEE IMPROVEMENT PLANS SHEETS 06 — 08 FOR MULTI —USE PATH IMPROVEMENTS. 2. SEE GRADING AND DRAINAGE PLANS SHEETS 18 — 22 FOR STORM DRAIN IMPROVEMENTS. 3. SEE LIGHTING PLANS SHEETS 31 — 33 FOR ELECTRICAL AND LIGHTING EQUIPMENT REMOVALS, ADJUSTMENTS, RELOCATIONS AND NEW INSTALLATIONS. MULTI -USE PATH CL GEOMETRIC DATA XX LENGTH LINE /CHORD DIRECTION R T C5 93.88' N1 4 °54'09 "W 289.00' 47.36' _ _ -------- '--- -_ - - -- — - - - - - -- -- -- - - -- ------ - - - - -- —_ Lip _— _— _ —_ - - -- - - - - -- DOC# 2020_ - -- — — —� —% Lij Lij — t / �f�= — -_ - - - - - -- - - - - -- — - - -- — - - - - -- �_��'_��_� %�_; —_ PT 26 +23.43_ - -- _ -� - -_� — -� _ _ - - - - -- — _ .F. — — — _ _ _ - -_ _ ` MULTI USE PATH � ,— O O PRC 24 „ — Stv � /� { .i i i —�x �z — — — — — — — — — — — — — 7f — T J _ -_ �- VJ 27 +48 8. R F— — TW 37 70— XE � BW: 35.27 — — — — V — W ?x+77 �o \ 29 +04.87, 8.00' RT z .00 RT \ TW: 40.47 \ � 0 \ \ W: 37.73 • \ BW: 37.07 \ GRAPHIC SCALE IN FEET BW: 35.52 U 0 10 20 40 ° \ / 27 +98.87, . 0' RT / 28 +73.87, 8.00' RT \ \ \\ / \ y \ I TW: 39.77 / BW: 35.81 BW: 36.70 \ Q ° \ \ PROPOSED TRAIL EASEMENT 28 +23.87, 8.00' � T / 28 +48.87, 8.00' RT �� \ \ \ DOC# 2020 - - - -- --- - - - - -- I TW: 38. 4 TW: 39.20 eF'OFESs,oti \ -- BW:36.39 �� p nnM I� BW: 36A 0 F W \• � \\ �_ REFER TO GRADING PLANS FOR SITE IMPROVEMENTS - - - - --1 DRAWING NO. 14321 —G LU Y NO. 46482 Z n �� w m � I ' DIAL TOLL FREE �— Kimley >> >HOrn Kimley -Horn a 1 1 c►v ��- and Associates, Inc. @2019 Know what's below. AT LEAST Two DAYS 401 B Street, Suite 600, San Diego, California 92101 Gall before you dig. BEFORE YOU DIG Phone: 619.234.9411 www.kimley— horn.com UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA -05 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: I DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. MA I ME I MU DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOM APPROVED: HORIZONTAL AND VERTICAL CONTROL PLAN CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 �c%a,�(% SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ` ��rm&e- 14321 -1 AVE, 65 FEET WESTERLY OF THE CENTER OF THE ENGINEER DATE PLANNING �" "� STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. R.C.E. NO.: 46482 CITY ENGINEER RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER S aZl 5�2��20 ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR KIRK P. AMMERMAN EXP.: 06 -30 -2021 1 DATE DATE PLANNING CASE NO: 17 -272 DR /CDP SHEET 14 OF 48 m CL u, 0 0 N 0 N r r` CD 0 0 U 2 I 0 0 0 / V) w 07 z g d z 0 V) w 0 w 0 0 0 rn G! w Q �I 0 z N ►A 48 XX LENGTH LINE /CHORD DIRECTION R T L3 968.66' N5 °35'46 "W - PROPOSED MULTI -USE PATH SURFACE ___ - - - -_- - _- -- EXISTING SURFACE LEFT PROFILE VIEW RIGHT PROFILE VIEW a; r7 `� PROPOSED MULTI -USE PATH SURFACE - - PROFILE VIEW EXISTING SURFACE - EXISTING PROFILE PROPOSED PROFILE ELEVATION ELEVATION 56 52 44 .27 40 - - - - - - 44 36 32 LEFT PROFILE VIEW RIGHT �0 O app O � O o O O ^n N O t- ^gyp � ^O O O .4 � ^� 00 t- ^� � O 4 �r r7 � Ln u7 O a) o � O N o O O Lri 0 �r N O u7 �O � u7 O ^n r O u7 O 'n O u7 O app - O O r N r'0 co r ^p,.) � O r �,O O 00 co r �� O n r--- N � n c � �r I- O n O) O � � a0 O �L0 � N a0 O O a0 r, O 00 ao O - O bt � rn Cl) O� r� rn O N � O O O 00 O O N O� O O O u7 �u7 N O O �u7 a0 O � O O � O u7 N7 O O) O u7 N � Lr) I\ � 0) O� O r O rr1 N O r` O � 00 7 I\ O � co V) �u7 r` � O O �u7 n O O) '5 O �� n r7 Ln O Ln �u7 r` O � L O I\ � � � O Ln �Ln n � O n O O) O Ln n r7 Ln 30 31 32 33 34 35 "MULTI -USE PATH CL" PROFILE STA. 30 +00 - 35 +00 HORZ: 1"=20' VERT: 1"=4' _ _ \ — — — — — — — — — — — — — — — -- -_ \\\ \ ` ` — _ — — — — — — — — — — — - — — — — — — — — — — -- — — — — — — — — _ — — ` —75— =--- ___ - - -- - - - -- -------- - - ---- - -- - -- _- _____ -_ - -_ - - - -_ 261-01-013: �___--- - - - - -- _---- __- - - - - -_ - -- C.0 — 55--_ - --- - - - - _ SDG &E ES - -- -- -- __-__ _- - _ --ILILI A =-- = =___ _ _ _ W LU — — — \ - - PROPOSED OPEN SPACE EASEMENT - - - CO W - __ \ — \_- _ = -_= — -_- -_ _ _- _ -_ -_- - - - - \ \ —_ _ � _ - - — DOC# 2020 - - W = — — — — - -- - - - - -/ — — — — \\ MULTI -USE PATH _ - -- _ - _ _ _ _ -- - O - - - -- - -- O O O + + _ _ 32_ O - - - - - L3 - - ' - - - - - - - I- - - M co —\ — - a J I I- - U) W z =W PROPOSED TRAIL EASEMENT — ,� - � � � � � 3z U DOC# 2020 - - - - - _ : I �� _ U -- �� \\ REFER TO GRADING PLANS FOR SITE IMPROVEMENTS \\ DRAWING NO. 14321 -G CD LEGEND ESA EASEMENT PROPOSED OPEN SPACE EASEMENT FENCE MULTI -USE PATH /AC PAVEMENT D. G. CONCRETE , PAVEMENT GENERAL NOTES 1. SEE IMPROVEMENT PLANS SHEETS 06 - 08 FOR MULTI -USE PATH IMPROVEMENTS. 2. SEE GRADING AND DRAINAGE PLANS SHEETS 18 - 22 FOR STORM DRAIN IMPROVEMENTS. 3. SEE LIGHTING PLANS SHEETS 31 - 33 FOR ELECTRICAL AND LIGHTING EQUIPMENT REMOVALS, ADJUSTMENTS, RELOCATIONS AND NEW INSTALLATIONS. MULTI -USE PATH CL GEOMETRIC DATA XX LENGTH LINE /CHORD DIRECTION R T L3 968.66' N5 °35'46 "W GRAPHIC SCALE IN FEET 0 10 20 40 m w Y NO. 46482 Z m • ® DIAL TOLL FREE Kimley >>> Horn Kimley -Horn a 1 1 c►v ��- and Associates, Inc. @2019 Know what's below. AT LEAST Two DAYS 401 B Street, Suite 600, San Diego, California 92101 Call before you dig. BEFORE YOU DIG Phone: 619.234.9411 www.kimley—horn.com UNDERGROUND SERVICE ALERT OF SOUTHERN IAUORNIA -06 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. MA ME MU DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO� APPROVED: HORIZONTAL AND VERTICAL CONTROL PLAN CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE- 04 -14 -2020 ��wQ,�((j W ew SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ENGINEER DATE ` 14321 -1 AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING �" "p STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. R.C.E. NO.: 46482 CITY ENGINEER RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER S aZl 20 5/2�/2� ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR KIRK P. AMMERMAN EXP.: 06 -30 -2021 DATE DATE PLANNING CASE NO: 17 -272 DR /CDP SHEET 15 OF 48 76 XX LENGTH LINE /CHORD DIRECTION R T C6 188.71' NO °07'48 "W 989.00' 94.64' L4 211.93' N5 °20'1 0 "E LEFT PROFILE VIEW ' RIGHT PROFILE VIEW 84 72 80 oq / + / S RFAC EXISTING / / -- - 68 EXIS ING S RFAC '/ -__ _- - - -- -- - - -- -- --- - - - - -- - - -- - -- 76 / / rn PROPOSED MULTI -USE PATH SURFACE 64 72 TO IDENTICAL POINT � o 4.5 5q r- 00 c i �+ � 60 68 PROPOSED MULTI -USE PATH SURFACE / 56 / / / / - / - - 7- EXISTING PROFILE PROPOSED PROFILE 64 ELEVATION ELEVATION LEFT PROFILE VIEW RIGHT PROFILE VIEW � cfl r- O r- �� c0 � r CO r r I� � �� N � CO n � 00 'E' O cfl C - r7 u7 - r7 O �� ( I� ;-o N r- N � N 00 � N n � O �� O � CO O �� � O �( �� � r O N �� �� �� N -� O U r � �� � O � C,4 �� CO �� CO � O � n � O 0 � � Do O �� � � CO r � O � Lfl N q 0 � 00 r O I� N I� Cn r K 06 r- 06 `t (fl q; L' O O cD u7 O cD m O m O - 0 n N N N L N r6 cD r- r6 1­4 DO Zfl 4 6E O Ln O B7 u� O 0) Ln � (6 N O (6 n n rI � `t N o6 L r- DD p� To u7 0; p O p ` O p 00 O p N p r- p N p 0 N cp O M c � r6 r 00 Ki N 4 ­4 cp � In cp 0 to O 6 � �t L6 � 00 L6 � N I� cp � cp o6 L Lo u) u) u7 u7 u7 � O O � Zo O n� co Zfl co Zp co O co O co O co O fl Z0 y r r r r r r r r r r r r r r r r r r r r 35 36 37 "MULTI -USE PATH CL" PROFILE STA. 35 +00 - 40 +00 HORZ: 1"=20' VERT: 1"=4' 38 39 40 ESA _ - �� - PROPOSED OPEN SPACE EASEMENT - - N ESA— _ - \ s\ \ \ \ \ \ \ _ - - DOC# 2020 - - - -- _ao- r` � O) PT 37 +80.79 MULTI -USE PATH 37 �U TI USE PA �. -I- / 3� � L4 31 � - - - PC 35 +92.09 - 6 6 C6 6� / / �' ' `s ..•.4 PROPOSED TRAIL EASEMENT DOC# 2020_____ W\ \ \ SAN DIEGUITO WATER ESMT \ DOC #37873 / \ O m— - -_ —_ — _ \ —_ - - -- —_ - -_— — - -- - - -- \— \ - - -_ — —65 \\ o _ y IL W TLIfL) W • W Z LEGEND ESA EASEMENT PROPOSED OPEN SPACE EASEMENT FENCE MULTI -USE PATH /AC PAVEMENT 7. D. G. :. CONCRETE PAVEMENT GENERAL NOTES 1. SEE IMPROVEMENT PLANS SHEETS 06 - 08 FOR MULTI -USE PATH IMPROVEMENTS. 2. SEE GRADING AND DRAINAGE PLANS SHEETS 18 - 22 FOR STORM DRAIN IMPROVEMENTS. 3. SEE LIGHTING PLANS SHEETS 31 - 33 FOR ELECTRICAL AND LIGHTING EQUIPMENT REMOVALS, ADJUSTMENTS, RELOCATIONS AND NEW INSTALLATIONS. MULTI -USE PATH CL GEOMETRIC DATA XX LENGTH LINE /CHORD DIRECTION R T C6 188.71' NO °07'48 "W 989.00' 94.64' L4 211.93' N5 °20'1 0 "E GRAPHIC SCALE IN FEET 0 10 20 40 m w Y NO. 46482 Z m • En ® DIAL TOLL FREE Kimley >>> Horn Kimley -Horn a 1 1 c►v il- and Associates, Inc. ©2019 Know what's below. AT LEAST Two DAYS 401 B Street, Suite 600, San Diego, California 92101 Call before you dig. BEFORE YOU DIG Phone: 619.234.9411 www.kimley— horn.com UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORN, F HC-07 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: I DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. MA I ME I MU DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO� APPROVED: HORIZONTAL AND VERTICAL CONTROL PLAN CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 Edwal /�/ SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ` i�rmew 14321 -I AVE, 65 FEET WESTERLY OF THE CENTER OF THE ENGINEER DATE PLANNING �" "� STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. R.C.E. NO.: 46482 CITY ENGINEER RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER S' �� 20 /27/20 ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR I KIRK P. AMMERMAN EXP.: 06 -30 -2021 1 DATE DATE PLANNING CASE NO: 17 -272 DR /CDP SHEET 16 OF 48 m CL u7 0 0 0 N 0 N r- r- CD 0 0 0 2 I 0 0 0 0 w V) z z CD V) W 0 Q w 0 0 0 i G! W Q �I 0 z N i -M 40 41 42 "MULTI -USE PATH" PROFILE STA. 40 +00 - 44 +28.51 HORZ: 1"=20' VERT: 1"=4' APN \ C 261 -28 -003 \ I / � \ \ /// PROPOSED OPEN SPACE EASEMENT DOC# 2020 - - - -- PT 41 +62.51 R W/ rl I� +mil/ =j/ /�— -- 80 MULTI -USE PAT i Y 4 �1 _ —+ I I f J Ci YSA I 1 / / ------ STA: 42 +00.00 79 I 1 I MATCH CALTRANS NORTH COAST PROJECT PROPOSED TRAIL EASEMENT MATCH Doc# 2020 ----- LINE S ® r +00 SEE SHEET 16 / END ALIGNMENT 42 Kimler Horn and A AS -Horn and Associates, Inc. ©2019 Know what's below. AT LEAST TWO DAYS 401 B Street, Suite 600, San Diego, California 92101 Call before you dig. BEFORE YOU DIG Phone: 619.234.9411 / www.kimley— horn.com UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA :HANGE NO.1 DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 ELEVATION: 18.56 DATUM: NAVD88 ENGINEER AS -BUILT APPROVALS DATE SENIOR ENGINEER DATE XX LENGTH / R T L5 89.58' o C7 88 N59 °22'57 "E 90.00' 124.08' _ 00 88 0 0� + ao N W Q J W Cnn END MULTI —USE PATH TO 84 0i 0 (0 MATCH WITH 1 -5 NORTH CALTRANS COAST PROJECT 84 ± 0 � 0) CALTRANS 1 -5 NORTH COAST 0 CN PROJECT ++� a-L __ - - - -- — — 80 80 > cii 0.97% 3•$g% PROPOSED MULTI —USE PATH SURFACE 76 76 _ ,' EXISTING SURFACE _ , — 72 EXISTING PROFILE PROPOSED PROFILE 72 69 ELEVATION ELEVATION — 69 r7 � q 00 O co r � `� � co � � N a0 0 co � `� � � co � 0 °• oa � QC) �r, pj �� Ln �� � �r- �; co �� 0 3 r0 r 0 r p 00 �O r-F 40 41 42 "MULTI -USE PATH" PROFILE STA. 40 +00 - 44 +28.51 HORZ: 1"=20' VERT: 1"=4' APN \ C 261 -28 -003 \ I / � \ \ /// PROPOSED OPEN SPACE EASEMENT DOC# 2020 - - - -- PT 41 +62.51 R W/ rl I� +mil/ =j/ /�— -- 80 MULTI -USE PAT i Y 4 �1 _ —+ I I f J Ci YSA I 1 / / ------ STA: 42 +00.00 79 I 1 I MATCH CALTRANS NORTH COAST PROJECT PROPOSED TRAIL EASEMENT MATCH Doc# 2020 ----- LINE S ® r +00 SEE SHEET 16 / END ALIGNMENT 42 Kimler Horn and A AS -Horn and Associates, Inc. ©2019 Know what's below. AT LEAST TWO DAYS 401 B Street, Suite 600, San Diego, California 92101 Call before you dig. BEFORE YOU DIG Phone: 619.234.9411 / www.kimley— horn.com UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA :HANGE NO.1 DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 ELEVATION: 18.56 DATUM: NAVD88 ENGINEER AS -BUILT APPROVALS DATE SENIOR ENGINEER DATE 43 � I II 'lIlII�I 1 1 1'11111 1 1 �\ \� \ \ 1 1111 I 1 1 \ \ \ \ \ \ \ \ \ \ \\ \ \ \\ \ \ \\ \ \ \ \ \ \ \ \\ \ \ \\ \ \ \ II 1 I I 11 I I II 1 11\11111\ 1 1 \ \\ \ \ \ \\ \\ \\ \ \ \ \ \ \ \\ \\ \ \ \ \ \ \ \ \A , -\,` \ \ \� \ \ \\ \ \\ / IPI I II / 111 111 \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \\ \ \\ \ \ \ \ \ \ \ \\ ;\\\ IIII 11', \ I \1\ \ \ \\ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \W \ \\ \\ \ � \\\\\\\\\ \ \ \ \ \' \ \\ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \� \ \ \ \\ \ \ \\ \ \\ \\ \ \\ \ \ \ \ \\ \ \\ \ \ \\ \ \ \ \ \ \\ \ \ \ \ \\ \ \\ \ \\ \ \\ \ \\ \ \ \ \\ INT. JDATE PLANS PREPARED UNDER SUPERVISION OF UBLIC WORKS DATE- 04 -14 -2020 PLANNING ` �" "zp R.C.E. NO.: 46482 REVIEWER 4— INSPECTOR KIRK P. AMMERMAN EXP.: 06 -30 -2021 ENGINEERING DIVISION APPROVALS RECOM G APPROVED: 66(,yg^Y J kiH STEVE NOWAK EDWARD J. WIMMER CITY ENGINEER 5/2% 20 DATE DATE LEGEND ESA EASEMENT PROPOSED OPEN SPACE EASEMENT FENCE MULTI -USE PATH /AC PAVEMENT D. G. :. CONCRETE PAVEMENT ° GENERAL NOTES 1. SEE IMPROVEMENT PLANS SHEETS 06 - 08 FOR MULTI -USE PATH IMPROVEMENTS. 2. SEE GRADING AND DRAINAGE PLANS SHEETS 18 - 22 FOR STORM DRAIN IMPROVEMENTS. 3. SEE LIGHTING PLANS SHEETS 31 - 33 FOR ELECTRICAL AND LIGHTING EQUIPMENT REMOVALS, ADJUSTMENTS, RELOCATIONS AND NEW INSTALLATIONS. MULTI -USE PATH CL GEOMETRIC DATA XX LENGTH / R T L5 89.58' S66 °34'17 "E C7 169.79' N59 °22'57 "E 90.00' 124.08' 43 � I II 'lIlII�I 1 1 1'11111 1 1 �\ \� \ \ 1 1111 I 1 1 \ \ \ \ \ \ \ \ \ \ \\ \ \ \\ \ \ \\ \ \ \ \ \ \ \ \\ \ \ \\ \ \ \ II 1 I I 11 I I II 1 11\11111\ 1 1 \ \\ \ \ \ \\ \\ \\ \ \ \ \ \ \ \\ \\ \ \ \ \ \ \ \ \A , -\,` \ \ \� \ \ \\ \ \\ / IPI I II / 111 111 \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \\ \ \\ \ \ \ \ \ \ \ \\ ;\\\ IIII 11', \ I \1\ \ \ \\ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \W \ \\ \\ \ � \\\\\\\\\ \ \ \ \ \' \ \\ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \� \ \ \ \\ \ \ \\ \ \\ \\ \ \\ \ \ \ \ \\ \ \\ \ \ \\ \ \ \ \ \ \\ \ \ \ \ \\ \ \\ \ \\ \ \\ \ \\ \ \ \ \\ INT. JDATE PLANS PREPARED UNDER SUPERVISION OF UBLIC WORKS DATE- 04 -14 -2020 PLANNING ` �" "zp R.C.E. NO.: 46482 REVIEWER 4— INSPECTOR KIRK P. AMMERMAN EXP.: 06 -30 -2021 ENGINEERING DIVISION APPROVALS RECOM G APPROVED: 66(,yg^Y J kiH STEVE NOWAK EDWARD J. WIMMER CITY ENGINEER 5/2% 20 DATE DATE LEGEND ESA EASEMENT PROPOSED OPEN SPACE EASEMENT FENCE MULTI -USE PATH /AC PAVEMENT D. G. :. CONCRETE PAVEMENT ° GENERAL NOTES 1. SEE IMPROVEMENT PLANS SHEETS 06 - 08 FOR MULTI -USE PATH IMPROVEMENTS. 2. SEE GRADING AND DRAINAGE PLANS SHEETS 18 - 22 FOR STORM DRAIN IMPROVEMENTS. 3. SEE LIGHTING PLANS SHEETS 31 - 33 FOR ELECTRICAL AND LIGHTING EQUIPMENT REMOVALS, ADJUSTMENTS, RELOCATIONS AND NEW INSTALLATIONS. MULTI -USE PATH CL GEOMETRIC DATA XX LENGTH LINE /CHORD DIRECTION R T L5 89.58' S66 °34'17 "E C7 169.79' N59 °22'57 "E 90.00' 124.08' GRAPHIC SCALE IN FEET 0 10 20 40 CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT HORIZONTAL AND VERTICAL CONTROL PLAN SAN ELIJO WATER RECLAMATION FACILITY 2695 MANCHESTER AVENUE ENCINITAS, CA 92007 PLANNING CASE NO: 17- m (�1 y w Y NO. 46482 Z En En CIV II- HC-08 DRAWING NO. 14321 -1 SHEET 17 OF 481 a_ r- �i N O N O N 0 0 CD 1 0 0 0 i 0 w 0 z n i z c� Ld w 0 w 0 0 O O rn i G! w Q �I 0 z N I , 36 32 m 24 20 16 13 � I O z Q w J U o = 0 L� iY 0 CD 00 �N 0 Q 10ON ao >_ a0 �Ln V) 12� PROPOSED SURFACE �EXISTI G HEADW l 446 INV IN: 19.87 PI STA: 300 +25.00 NV IN: 17.78 INV: 17.88 EX 14" FORCE MAINS- 1.38' n 25 0 z Q w J U � M = w 0 LL_ Fy or, `. 0 U) :2oQ Q O c� G o >_ H O� U (n U) EC EXISTING FLOWLINE AT CENTER OF CHANNEL TOP OF PIPE - - - - HGL� INV IN: 23.00 IL9 298 LF OF 60" ID HDPE PIPE @ 0.50% 38 INV IN: 20.56 - Qtoo =778 CFS ------ - - - - -- - 19 INV IN: 18.40 Vmo =9_60 FPS_ -- -- - - - - - - CL TRAIL GEOMETRIC DATA STORM DRAIN (LEFT) GEOMETRIC DATA XX LENGTH LINE /CHORD DIRECTION R T REMARKS 1 150.23' N26 °11'28 "W 37 22.40 60" I.D. HDPE 2 133.27' N25 °15'41 "W 4,106.58' 66.64' 60" I.D. HDPE 3 127.00' N23 °33'05 "W 6,585.49' 63.50' 60" I.D. HDPE 4 40.03' N23 °16'03 "W HDPE 25.18 60" I.D. HDPE 5 213.55' N18 °58'00 "W 1,167.00' 107.08' 60" I.D. HDPE 45 20.77' N20 °26'02 "W 60" I.D. HDPE Kimley* Horn and A -Horn and Associates, Inc. ©2019 401 B Street, Suite 600, San Diego, California 92101 Phone: 619.234.9411 / www.kimley- horn.com CHANGE NO.1 DESCRIPTION BC STA: 301+75.07 26 INV: 18.63 "STORM DRAIN (RIGHT)" PROFILE STA. 300 +00 - 305 +05.24 HORZ: 1"=20' VERT: 1"=4' TOP OF PI _ - 1D 94UFOF6 A.5 P_ S ND pE O�oo-7 .�556 Fps -29 NV IN: STORM DRAIN (CENTER) GEOMETRIC DATA XX LENGTH LINE /CHORD DIRECTION R T REMARKS 13 174.95' N26 °11'28 "W 37 22.40 60" I.D. HDPE 14 133.72' N25 °1 5'24 "W 4,100.00' 66.87' 60" I.D. HDPE 15 126.86' N23 °33'04 "W 6,578.91' 63.43' 60" I.D. HDPE 16 40.03' N23 °16'03 "W HDPE 25.18 60" I.D. HDPE 17 255.76' N14 °16'06 "W 846.57' 128.86' 60" I.D. HDPE • DIAL TOLL FREE 811 Know what's below. AT LEAST TWO DAYS Call before you dig. BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA APPROVED DATE BENCHMARK DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 ELEVATION: 18.56 DATUM: NAVD88 ENGINEER AS -BUILT APPROVALS DATE SENIOR ENGINEER DATE UBLIC WORI< PLANNING REVIEWER INSPECTOR 27 99 LF OF 60 ID HDPE PIPE ©CFS7% Q1 oo= V100-19.93 FPS /, I ' 36 32 WE 29 I GB 28 BC STA: 304 +06.49 PT LSTA: 304 +79.33 INV: 23.74 STA: 304 +39.31 INV: 24.74 INV: 24.19 1 1 20 STORM DRAIN (RIGHT) GEOMETRIC DATA XX LENGTH LINE /CHORD DIRECTION R T REMARKS 25 150.23' N26 °11'28 "W 37 22.40 60" I.D. HDPE 26 132.84' N25 °15'41 "W 4,093.42' 66.43' 60" I.D. HDPE 27 126.72' N23 °33'03 "W 6,572.32' 63.36' 60" I.D. HDPE 28 40.02' N23 °16'03 "W HDPE 25.18 60" I.D. HDPE 29 253.75' N14 °16'04 "W 839.98' 127.85' 60" I.D. HDPE 46 20.77' N31 °56'54 "W 60" I.D. HDPE UCJI VIVCU D 1: URFi VVIV D 1: 1..flCVY\CU D 1: ENGINEERING DIVISION APPROVALS MET MKE KPA INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO�� APPROVED: DATE: 04 -14 -2020 66waW j Zvi rm&/- U�/141 R.C.E. NO.: 46482 STEVE NOWAK EDWARD J. ER 512 s CITY ENGINEER 5/2%/20 1 20 KIRK P. AMMERMAN EXP.: 06 -30 -2021 1 DATE DATE 16 13 W W W W O + L0 N I•- W W _Z J U F-- Q LEGEND ESA --- - - - - -- H G L - - - - - EASEMENT - - - FENCE MULTI -USE PATH /AC PAVEMENT D.G. ; CONCRETE PAVEMENT CABLE -0-0 RAILING GENERAL NOTES 1. CONTRACTOR SHALL VERIFY THE EXISTENCE AND HORIZONTAL /VERTICAL LOCATION OF ALL UTILITIES WITHIN THE PROJECT AREA THAT MAY CONFLICT WITH THE PROPOSED CONSTRUCTION. CONTRACTOR SHALL VERIFY THAT ANY UTILITIES SHOWN TO BE RELOCATED BY OTHERS HAVE BEEN RELOCATED AND ARE NO LONGER IN CONFLICT. IMMEDIATELY NOTIFY THE ENGINEER OF ANY REMAINING UTILITY CONFLICTS PRIOR TO THE START OF ANY DEMOLITION WORK. 2. MAINLINE STORM DRAIN STATIONS AND OFFSETS SHOWN ON THE PLANS AND PROFILES ARE BASED ON THE RIGHT STORM DRAIN ALGINMENT. 3. DITCH, CATCH BASIN, HEADWALL, AND CHANNEL STATIONS AND OFFSETS ON THE PLANS ARE BASED ON THE TRAIL CENTERLINE ALIGNMENT. 4. IT IS ASSUMED THAT THE LEFT AND CENTER STORM DRAIN PIPES HAVE RELATIVE HEIGHT AND SLOPE TO THE RIGHT STORM DRAIN PIPE. 5. SEE LIGHTING PLANS, SHEETS 31 - 33, FOR ELECTRICAL AND LIGHTING EQUIPMENT REMOVALS, ADJUSTMENTS, RELOCATIONS AND NEW INSTALLATION 6. DITCH LATERALS SHOWN IN PROFILE FOR CLARITY. 7. SEE SECTIONS FOR REMOVAL LIMITS OF EXISTING CHANNEL BOTTOM. 8. MATCH LINE STATIONS ARE BASED ON THE TRAIL CENTERLINE. 9. SEE IMPROVEMENT PLANS, SHEETS 06 - 08, FOR MULTI -USE PATH IMPROVEMENTS. GRADING & DRAINAGE NOTES O FURNISH AND INSTALL 3 -60" I.D. HDPE PIPES, WITH WATER TIGHT JOINTS PER SDRSD D -60, PER TYPICAL SECTIONS ON SHEET 27. O3 CONSTRUCT CLEANOUT TYPE A -6 WITH THICKENED WALLS PER SDRSD D -09, MODIFIED PER DETAIL A ON SHEET 28. O FURNISH AND INSTALL 60" X 18" HDPE TEE. O8 CONSTRUCT TYPE F CATCH BASIN PER SDRSD D -07, MODIFIED PER DETAIL B ON SHEET 26. CONTRACTOR MAY SUBSTITUTE TYPE F CATCH BASIN WITH 30 "DIAMETER HEAVY DUTY NYLOPLAST DRAIN BASIN WITH DUCTILE IRON DOME GRATE. O9 CONSTRUCT TERRACE DITCH PER SDRSD D -75, MODIFIED PER DETAIL D ON SHEET 26. 17 FURNISH AND INSTALL 18" HDPE PIPE WITH WATER TIGHT JOINTS PER SDRSD D -60. 18 FURNISH AND INSTALL 24" HDPE PIPE WITH WATER TIGHT JOINTS PER SDRSD D -60. 19 PROPOSED STORM DRAIN CONNECTION BY OTHERS. 20 RELOCATE EXISTING WATER LINE. REFER TO SITE DRAWING BY FUSCOE. 27 CONSTRUCT CLEANOUT TYPE A -8 PER SDRSD D -09, MODIFIED PER DETAIL B ON SHEET 28. 29 CONTRACTOR TO MAKE WATER TIGHT CONNECTIONS PER MANUFACTURER STANDARD TEES AND REDUCERS. REFER TO GRADING PLANS FOR SITE IMPROVEMENTS DRAWING NO. 14321 -G. STORM DRAIN LATERAL DATA TABLE XX LENGTH BEARING SIZE MATERIAL U/S INVERT D/S INVERT 37 22.40 N78° 24' 57 "E 18" HDPE 20.99 19.87 38 11.77 N63' 57' 57 "E 18" HDPE 21.74 20.56 39 21.80 N67° 14' 32 "E 24" HDPE 25.18 23.00 GRAPHIC SCALE IN FEET 0 10 20 40 CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT GRADING AND DRAINAGE PLAN SAN ELIJO WATER RECLAMATION FACILITY 2695 MANCHESTER AVENUE ENCINITAS, CA 92007 PLANNING CASE NO: 17- r.N P NIMF0.46482 Z m CfV I GD -01 DRAWING NO. 14321 -1 SHEET 18 OF 48� L0 N O N O N c� 0 0 cID I 0 0 0 / V) w V) z n d z c� V) w 0 Q w U) 0 0 0 rn i G! w Q �I 0 z N / M i y � , i 2 -F TA 7 (55% k 19- , 00 STORM DRAIN (LEFT) GEOMETRIC DATA XX LENGTH LINE /CHORD DIRECTION R T REMARKS 5 257.77' N14 °16'08 "W 853.15' 129.87' 60" I.D. HDPE 6 190.68' N536'49 "W NYLOPLAST DRAIN I- D 60" I.D. HDPE 7 31.61' N538'11 "E MODIFIED PER DETAIL 60" I.D. HDPE 8 50.00' N536'49 "W 17 60" I.D. HDPE SDRSD D -60. O z 52 J 52 U o = w L Fn 00 Or-� 48 N Q 48 44 +th (0 I Dorn N Q O O r7 O a_ < 0 U�(n (n G✓ SURFACE TOP OF PIPE F 60 ID 4.2 EI OF 60 ID „ HDPE P'_ ©1'96% 0 755 CIS 32 LPtn 0-2.6 � Q100= _ D Vioo =21.51 FPS Q100- 755 CFS 191 LF OF 60" ID - - 22.60 FPS - - - - -RDF� PIPE (.1$'T V� oo= - - - Q100=755 CFS INV IN: 33.90 29 _ - - Vioo =22.38 FPS - 32 - - - T_�4DINV IN: 31.36 - - - 2.41' - -- - - -___ 31 _ - - INV IN: 32.37 - - - - - - - - INV OUT: 32.27 PI - - - - - - STA: 309 +59.39 EX 14" FOR PT 30 INV: 33.20 STA: 307 +33.06 INV: 28.26 FLOWLINE AT CENTER OF CHANNEL 44 40 40 36 PROPOSED _ 36 32 PROPOSED SUKFACE-\ 32 - �8LFOF60_'ID - - -- - - - - HDPE PIPE @ 1.37% Q100=755 CFS V 19.00 FPS ioo= - - - - - - - - - __ - - -- __ --- - - - - -- - - 29 28 28 _ 24 -- E MAINS 24 A-EXISTING - - - - _ 20 20 i y � , i 2 -F TA 7 (55% k 19- , 00 STORM DRAIN (LEFT) GEOMETRIC DATA XX LENGTH LINE /CHORD DIRECTION R T REMARKS 5 257.77' N14 °16'08 "W 853.15' 129.87' 60" I.D. HDPE 6 190.68' N536'49 "W NYLOPLAST DRAIN 60" I.D. HDPE 7 31.61' N538'11 "E MODIFIED PER DETAIL 60" I.D. HDPE 8 50.00' N536'49 "W 17 60" I.D. HDPE "STORM DRAIN (RIGHT)" PROFILE STA. 305 +05.24 - 310 +01.77 HORZ: 1"=20' _60 - -__ -- STORM DRAIN (CENTER) GEOMETRIC DATA XX LENGTH LINE /CHORD DIRECTION R T REMARKS 17 255.76' N14 °16'06 "W 846.57' 128.86' 60" I.D. HDPE 18 190.68' N536'49 "W NYLOPLAST DRAIN 60" I.D. HDPE 19 31.61' N538'11 "E MODIFIED PER DETAIL 60" I.D. HDPE 20 50.00' N536'49 "W 17 60" I.D. HDPE Kimler Horn and A -Horn and Associates, Inc. ©2019 401 B Street, Suite 600, San Diego, California 92101 Phone: 619.234.9411 / www.kimley- horn.com :HANGE NO.1 DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 ELEVATION: 18.56 DATUM: NAVD88 ENGINEER AS -BUILT APPROVALS DATE SENIOR ENGINEER DATE STORM DRAIN (RIGHT) GEOMETRIC DATA XX LENGTH LINE /CHORD DIRECTION R T REMARKS 29 253.75' N14 °16'04 "W 839.98' 127.85' 60" I.D. HDPE 30 190.67' N536'49 "W NYLOPLAST DRAIN 60" I.D. HDPE 31 32.92' N538'11 "E MODIFIED PER DETAIL 60" I.D. HDPE 32 50.00' N536'49 "W 17 60" I.D. HDPE INT. JDATE PLANS PREPARED UNDER SUPERVISION OF UBLIC WORKS ` DATE: 04 -14 -2020 PLANNING R.C.E. NO.: 46482 REVIEWER INSPECTOR KIRK P. AMMERMAN EXP.: 06 -30 -2021 ENGINEERING DIVISION APPROVALS RECW STEVE NOWAK S''�w ,;ro DATE O N LLI 2 U) LU G7 O O Q U) Z 2 a LEGEND ESA --- - - - - -- HGL EASEMENT - - - FENCE MULTI -USE PATH /AC PAVEMENT D.G. ; CONCRETE 0 PAVEMENT CABLE -0-0 RAILING GENERAL NOTES 1. CONTRACTOR SHALL VERIFY THE EXISTENCE AND HORIZONTAL /VERTICAL LOCATION OF ALL UTILITIES WITHIN THE PROJECT AREA THAT MAY CONFLICT WITH THE PROPOSED CONSTRUCTION. CONTRACTOR SHALL VERIFY THAT ANY UTILITIES SHOWN TO BE RELOCATED BY OTHERS HAVE BEEN RELOCATED AND ARE NO LONGER IN CONFLICT. IMMEDIATELY NOTIFY THE ENGINEER OF ANY REMAINING UTILITY CONFLICTS PRIOR TO THE START OF ANY DEMOLITION WORK. 2. MAINLINE STORM DRAIN STATIONS AND OFFSETS SHOWN ON THE PLANS AND PROFILES ARE BASED ON THE RIGHT STORM DRAIN ALGINMENT. 3. DITCH, CATCH BASIN, HEADWALL, AND CHANNEL STATIONS AND OFFSETS ON THE PLANS ARE BASED ON THE TRAIL CENTERLINE ALIGNMENT. 4. IT IS ASSUMED THAT THE LEFT AND CENTER STORM DRAIN PIPES HAVE RELATIVE HEIGHT AND SLOPE TO THE RIGHT STORM DRAIN PIPE. 5. SEE LIGHTING PLANS, SHEETS 31 - 33, FOR ELECTRICAL AND LIGHTING EQUIPMENT REMOVALS, ADJUSTMENTS, RELOCATIONS AND NEW INSTALLATIONS 6. DITCH LATERALS SHOWN IN PROFILE FOR CLARITY. 7. SEE SECTIONS FOR REMOVAL LIMITS OF EXISTING CHANNEL BOTTOM. 8. MATCH LINE STATIONS ARE BASED ON THE TRAIL CENTERLINE. 9. SEE IMPROVEMENT PLANS, SHEETS 06 - 08, FOR MULTI -USE PATH IMPROVEMENTS. GRADING & DRAINAGE NOTES O FURNISH AND INSTALL 3 -60" I.D. HDPE PIPES, WITH WATER TIGHT JOINTS PER SDRSD D -60, PER TYPICAL SECTIONS ON SHEET 27. O5 CONSTRUCT CLEANOUT TYPE A -6 PER SDRSD D -09, MODIFIED PER LENGTH DETAIL A ON SHEET 28. SIZE O FURNISH AND INSTALL 60" X 18" HDPE TEE. D/S INVERT O CONSTRUCT TYPE F CATCH BASIN PER SDRSD D -07, MODIFIED PER 18" DETAIL B ON SHEET 26. CONTRACTOR MAY SUBSTITUTE TYPE F 32.10 CATCH BASIN WITH 30 "DIAMETER HEAVY DUTY NYLOPLAST DRAIN BASIN WITH DUCTILE IRON DOME GRATE. O9 CONSTRUCT TERRACE DITCH PER SDRSD D -75, MODIFIED PER DETAIL D ON SHEET 26. 10 FURNISH AND INSTALL 11.25° HDPE BEND. 17 FURNISH AND INSTALL 18" HDPE PIPE WITH WATER TIGHT JOINTS PER SDRSD D -60. 19 PROPOSED STORM DRAIN CONNECTION BY OTHERS. 24 FURNISH AND INSTALL 60" X 12" HDPE TEE. 29 CONTRACTOR TO MAKE WATER TIGHT CONNECTIONS PER MANUFACTURER STANDARD TEES AND REDUCERS. REFER TO GRADING PLANS FOR SITE IMPROVEMENTS DRAWING NO. 14321 -G. , GRAPHIC SCALE IN FEET 0 10 20 40 STORM DRAIN LATERAL DATA TABLE XX LENGTH BEARING SIZE MATERIAL U/S INVERT D/S INVERT 40 7.42 N84° 23' 11 "E 18" HDPE 32.10 31.36 APPROVED: Fciuiawa� (T W�rhrew EDWARD J. WIMMER CITY ENGINEER 5 /2/20 DATE CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT GRADING AND DRAINAGE PLAN SAN ELIJO WATER RECLAMATION FACILITY 2695 MANCHESTER AVENUE ENCINITAS, CA 92007 PLANNING CASE NO: 17- m r v y w Y NO. 46482 Z m m � tr 0 I 1L F-G-D-02 DRAWING NO. 14321 -1 SHEET 19 OF 481 56 XX LENGTH LINE /CHORD DIRECTION R T PROPOSED SURFACE - _ - - OF60„I�- - 29=PIPE ©2.20% - 7 INV IN: 40.80 HDPE - - - 755 CFS - - - Q,oa= ___-- - - - - -- V,00 =22.38 FPS - - - - - -- - - - -- - - - -- - - - - - - - EXISTING 34 8 50.00' N5 °36'49 "W D/S INVERT 16 LF OF 60" ID HDPE PIPE ® 0.70% Q1oo =755 CFS V1oo =14.13 FPS 138 LF OF 60' ID HDPE PIPE © 0.86% Q,00 =755 CFS - V1oo =14.78 FPS - - - - - --- -- STA: 314 +89.96 35 INV: 43.00 36 L 60" I.D. HDPE 56 50.00' N5 °39'20 "W 41.17 40.80 60" I.D. HDPE 10 292.86' N5 °36'49 "W 52 11 142.69' N5 °1 3'24 "E 377.21' 72.21' 60" I.D. HDPE 12 55.07' N1 6-03'36"E 52 60" I.D. HDPE 8LFOF60 "ID HDPE PIPE @ 1.96% Q1oo =755 CFS V 21.51 FPS ,00= - 50 „ID - -- LFOF60 - 50f-p PE- x:48%' - Q100- 2g4CFPS - - - - -- INV: 35.38 tINV: A: 310 +59.39 : 310 +09.39 33 34.18 48 148 HGL 44 _ -- 44 - - - 40 - _ - - - - - _ _ - - 140 BC 36 3+ INV: 41 82 52. 25 36 FLOWLINE AT CENTER OF CHANNEL -- -- 32 29 29 "STORM DRAIN (RIGHT)" PROFILE STA. 310 +01.77 - 315 +06.17 HORZ: 1"=20' VERT: 1"=4' _ _ _ _ _ _ _ _� --I S �� _ _ - \ \ _ \ \ _ _ - -� �-- ----------- - -- - -� - ___ -_�_ DOC #67819 _ _ -__� \ \�� �__ -_ -70- - - _____, - - -- - � - - -- - - -- _��� -- i - -- - _ _ _ _ AF - - - - _ - - - _ -- - - - - - - - - - - - - PROPOSED OPEN SPACE EASEMENT - -_ - - j - _ _ _ _ - _60- - - - __- _- - - - - -- = - -t -- -__ - -- _ \\261 -01 -013 �---------- - ----- -DOC# 2020 - - - -- _ _ - - -- -_ -- ___ -_ -_- __--------- ----- - - - - -- - -- - _ - - -- -- - - - - - -- - _ - - -- -55- -- _ - - - - -- - -- - _ - -__- 65 - _ _ -_____ -- - - - - -- ESA -_ - -__\ - _ --__- - _ \ \` ___ -__ _ _- _ -____- - -- - _ - - - - _ \ , - _ 34 +00.00, 9.50' LT N W -50- - - __ - -- - \�_ - _ /� _ \- ` _ - -_ - = - - -so - - -_ _ - - - -- -- FL: 51.01 w ILL \\ _\ - _ - - - - - - - -- ESA --- _ - - / 2 30 +00.00, 9.50'--LT - / - / / - - -- � - - - 9 - // (!� \\ 32 +DD:OOT 9. 33�Of1.(36; W - - - -_ __ - - -_ - _�- 4�a= == _ -_-- -� - -FL: 5.91 =_ - 8 - - -_- -_ - FL: 48.21 - -_ - - -- i W ___ 9 -_ - - - - -- - -_- - -- - _ _ _ - -- _TCkT - /�- - - _ =- -__ - W - - - - - - - - - -- ' - -- - - - _ \MULTI -USE PATH -_ -- - - - - - _ - -_ - - _- - -- - - - - 77 -�_ - - W -�' f!� O - _ T, ..._ ... _ - ....... - �. - . r +O 8 - 9 - - - -- - -- \ 3 18 42 - - 33 - = _- - - _� - -- = - 34 N - -� - - - - - - - _[101 - - - - �- M LC - - - - Q - 20 �... .. (n 32 33 - - - - - , - 34 - _ - - _ - - - 23 CC Z �Pl 310 +59.49 2 \\ \ _ - 52.35 3\ _ \ W Z = 310 +09.49 12 U - PROPOSED TRAIL EASEMENT \\ --- _.__��__ ;_: -- / - -- - DOC# 2020 - - - -- \\ -� -./ PT 3g A N \\ / DO II 261 -01 -013 / / // rn REFER TO GRADING PLANS FOR SITE IMPROVEMENTS DRAWING NO. 14321 -G \ RW STORM DRAIN (LEFT) GEOMETRIC DATA XX LENGTH LINE /CHORD DIRECTION R T REMARKS 8 50.00' N5 °36'49 "W D/S INVERT 42 60" I.D. HDPE 9 50.00' N5 °39'20 "W 41.17 40.80 60" I.D. HDPE 10 292.86' N5 °36'49 "W 60" I.D. HDPE 11 142.69' N5 °1 3'24 "E 377.21' 72.21' 60" I.D. HDPE 12 55.07' N1 6-03'36"E 60" I.D. HDPE Kimler Horn and A -Horn and Associates, Inc. ©2019 401 B Street, Suite 600, San Diego, California 92101 Phone: 619.234.9411 / www.kimley- horn.com ;HANGE N07 DESCRIPTION STORM DRAIN (CENTER) GEOMETRIC DATA XX LENGTH LINE /CHORD DIRECTION R T REMARKS 20 50.00' N5 °36'49 "W D/S INVERT 42 60" I.D. HDPE 21 50.00' N5 °48'1 2 "W 41.17 40.80 60" I.D. HDPE 22 292.86' N5 °36'49 "W 60" I.D. HDPE 23 140.20' N5 °13'24 "E 370.62' 70.95' 60" I.D. HDPE 24 55.07' N16 °03'36 "E 60" I.D. HDPE APPROVED DATE BENCHMARK DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 ELEVATION: 18.56 DATUM: NAVD88 ENGINEER AS -BUILT APPROVALS DATE SENIOR ENGINEER DATE 314 +90.06 I 1 i F_ I iI STORM DRAIN (RIGHT) GEOMETRIC DATA XX LENGTH LINE /CHORD DIRECTION R T REMARKS 32 50.00' N5 °36'49 "W D/S INVERT 42 60" I.D. HDPE 33 50.00' N5 °56'57 "W 41.17 40.80 60" I.D. HDPE 34 292.86' N5 °36'49 "W 60" I.D. HDPE 35 137.71' N5 °1 3'24 "E 364.04' 69.69' 60" I.D. HDPE 36 55.07' N1 6 °03'36 "E 60" I.D. HDPE INT. DATEI PLANS PREPARED UNDER SUPERVISION OF UBLIC WORKS ` DATE: 04 -14 -2020 PLANNING R.C.E. NO.: 46482 REVIEWER INSPECTOR I KIRK P. AMMERMAN EXP.: 06 -30 -2021 LEGEND ESA HGL EASEMENT FENCE MULTI -USE PATH /AC PAVEMENT D.G. CONCRETE PAVEMENT CABLE RAILING O D 0 0 GENERAL NOTES 1. CONTRACTOR SHALL VERIFY THE EXISTENCE AND HORIZONTAL /VERTICAL LOCATION OF ALL UTILITIES WITHIN THE PROJECT AREA THAT MAY CONFLICT WITH THE PROPOSED CONSTRUCTION. CONTRACTOR SHALL VERIFY THAT ANY UTILITIES SHOWN TO BE RELOCATED BY OTHERS HAVE BEEN RELOCATED AND ARE NO LONGER IN CONFLICT. IMMEDIATELY NOTIFY THE ENGINEER OF ANY REMAINING UTILITY CONFLICTS PRIOR TO THE START OF ANY DEMOLITION WORK. 2. MAINLINE STORM DRAIN STATIONS AND OFFSETS SHOWN ON THE PLANS AND PROFILES ARE BASED ON THE RIGHT STORM DRAIN ALGINMENT. 3. DITCH, CATCH BASIN, HEADWALL, AND CHANNEL STATIONS AND OFFSETS ON THE PLANS ARE BASED ON THE TRAIL CENTERLINE ALIGNMENT. 4. IT IS ASSUMED THAT THE LEFT AND CENTER STORM DRAIN PIPES HAVE RELATIVE HEIGHT AND SLOPE TO THE RIGHT STORM DRAIN PIPE. 5. SEE LIGHTING PLANS, SHEETS 31 - 33, FOR ELECTRICAL AND LIGHTING EQUIPMENT REMOVALS, ADJUSTMENTS, RELOCATIONS AND NEW INSTALLATIONS 6. DITCH LATERALS SHOWN IN PROFILE FOR CLARITY. Ill 21a Ill cot Ito] 6y Y•]:a:421bN)9_\mIIIV,I11 • a* 002rIRexc01u.121m:I•la[•]II 8. MATCH LINE STATIONS ARE BASED ON THE TRAIL CENTERLINE. 9. SEE IMPROVEMENT PLANS, SHEETS 06 - 08, FOR MULTI -USE PATH IMPROVEMENTS. GRADING & DRAINAGE NOTES O2 - FURNISH AND INSTALL 3-60" I.D. HDPE PIPES WITH WATER TIGHT JOINTS PER SDRSD D -60, PER TYPICAL SECTIONS ON SHEET 27. O7 FURNISH AND INSTALL 60" X 24" HDPE TEE. O8 CONSTRUCT TYPE F CATCH BASIN PER SDRSD D -07, MODIFIED PER DETAIL B ON SHEET 26. CONTRACTOR MAY SUBSTITUTE TYPE F CATCH BASIN WITH 30 "DIAMETER HEAVY DUTY NYLOPLAST DRAIN BASIN WITH DUCTILE IRON DOME GRATE. O CONSTRUCT TERRACE DITCH PER SDRSD D -75, MODIFIED PER DETAIL D ON SHEET 26. 18 FURNISH AND INSTALL 24" HDPE PIPE WITH WATER TIGHT JOINTS PER SDRSD D -60. STORM DRAIN LATERAL DATA TABLE XX LENGTH BEARING SIZE MATERIAL U/S INVERT D/S INVERT 42 3.67 N84° 23' 16 "E 24" HDPE 41.17 40.80 1• . DIAL TOLL FREE 811 Know what's below. AT LEAST TWO DAYS Call before you dig. BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ENGINEERING DIVISION APPROVALS RECW APPROVED: 6%aW t7 44on- STEVE NOWAK EDWARD J. WIMMER CITY ENGINEERS /2/20 DATE DATE GRAPHIC SCALE IN FEET 0 10 20 40 CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT GRADING AND DRAINAGE PLAN SAN ELIJO WATER RECLAMATION FACILITY 2695 MANCHESTER AVENUE ENCINITAS, CA 92007 PLANNING CASE NO: 17- m r v y w Y NO. 46482 Z m m � tr 0IV,L G D -03 DRAWING NO. 14321 -1 SHEET 20 OF 481 64 64 60 60 15 56 56 F I 52 52 11 TOP OF PIPE 12 48 48 -50-LF -OF 6-T-ID EXISTING FLOWLINE HDPE PIPE @ 0.70% AT CENTER Q100 =755 CFS OF CHANNEL V100 =14.13 FPS 44 — — TNV IN 43.39 12 14 44 13 36 40 40 38 38 "STORM DRAIN (RIGHT)" PROFILE STA. 315 +06.17 - 315 +95.27 HORZ: 1"=20' VERT: 1"=4' / / / STORM DRAIN (LEFT) GEOMETRIC DATA XX LENGTH LINE /CHORD DIRECTION R T REMARKS 12 55.07' N1 6 °03'36 "E S73° 45' 07 "E 18" 60" I.D. HDPE Kimler Horn and A -Horn and Associates, Inc. ©2019 401 B Street, Suite 600, San Diego, California 92101 Phone: 619.234.9411 / www.kimley— horn.com CHANGE NO.1 DESCRIPTION — ABANDONED EX WATER - -_— - - -- �- EX CHANNEL —261 - 01,01 - \ / STORM DRAIN (CENTER) GEOMETRIC DATA XX a LENGTH LINE /CHORD DIRECTION R T REMARKS 24 55.07' N1 6 °03'36 "E S73° 45' 07 "E 18" 60" I.D. HDPE APPROVED DATE BENCHMARK DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 ELEVATION: 18.56 DATUM: NAVD88 ENGINEER AS -BUILT APPROVALS DATE SENIOR ENGINEER DATE 1! , 10, F� U) Uj z U Q LEGEND ESA HGL EASEMENT FENCE MULTI —USE PATH /AC PAVEMENT D.G. CONCRETE PAVEMENT CABLE RAILING O D 0 0 GENERAL NOTES 1. CONTRACTOR SHALL VERIFY THE EXISTENCE AND HORIZONTAL /VERTICAL LOCATION OF ALL UTILITIES WITHIN THE PROJECT AREA THAT MAY CONFLICT WITH THE PROPOSED CONSTRUCTION. CONTRACTOR SHALL VERIFY THAT ANY UTILITIES SHOWN TO BE RELOCATED BY OTHERS HAVE BEEN RELOCATED AND ARE NO LONGER IN CONFLICT. IMMEDIATELY NOTIFY THE ENGINEER OF ANY REMAINING UTILITY CONFLICTS PRIOR TO THE START OF ANY DEMOLITION WORK. 2. MAINLINE STORM DRAIN STATIONS AND OFFSETS SHOWN ON THE PLANS AND PROFILES ARE BASED ON THE RIGHT STORM DRAIN ALGINMENT. 3. DITCH, CATCH BASIN, HEADWALL, AND CHANNEL STATIONS AND OFFSETS ON THE PLANS ARE BASED ON THE TRAIL CENTERLINE ALIGNMENT. 4. IT IS ASSUMED THAT THE LEFT AND CENTER STORM DRAIN PIPES HAVE RELATIVE HEIGHT AND SLOPE TO THE RIGHT STORM DRAIN PIPE. 5. SEE LIGHTING PLANS, SHEETS 31 - 33, FOR ELECTRICAL AND LIGHTING EQUIPMENT REMOVALS, ADJUSTMENTS, RELOCATIONS AND NEW INSTALLATIONS 6. DITCH LATERALS SHOWN IN PROFILE FOR CLARITY. 7. SEE SECTIONS FOR REMOVAL LIMITS OF EXISTING CHANNEL BOTTOM. 8. MATCH LINE STATIONS ARE BASED ON THE TRAIL CENTERLINE. 9. SEE IMPROVEMENT PLANS, SHEETS 06 - 08, FOR MULTI -USE PATH IMPROVEMENTS. GRADING & DRAINAGE NOTES O FURNISH AND INSTALL 3 -60" I.D. HDPE PIPES, WITH WATER TIGHT JOINTS PER SDRSD D -60, PER TYPICAL SECTIONS ON SHEET 27. O9 CONSTRUCT TERRACE DITCH PER SDRSD D -75, MODIFIED PER DETAIL D ON SHEET 26. 11 CONSTRUCT TYPE A WINGWALL (H =12') PER CALTRANS STANDARD PLAN D -90. 12 CONSTRUCT ROUNDED PIPE ENDS PER SDRSD D -61. 13 REPLACE 15 LF OF EXISTING CHANNEL WITH NEW CHANNEL PER SDRSD D -71. 14 DOWEL INTO EXISTING CHANNEL WITH 12" LONG #4 AT 18" O.C. 15 INSTALL CABLE RAILING PER CALTRANS STANDARD PLAN B11 -47. 16 EXTEND EXISTING CHANNEL PER DETAIL D ON SHEET 26. 17 FURNISH AND INSTALL 18" HDPE PIPE WITH WATER TIGHT JOINTS PER SDRSD D -60. 28 CONSTRUCT EARTHEN SWALE, W =36 ", D =18 ". STORM DRAIN LATERAL DATA TABLE XX LENGTH BEARING SIZE MATERIAL U/S INVERT D/S INVERT 43 55.98 S73° 45' 07 "E 18" HDPE 52.14 51.58 STORM DRAIN (RIGHT) GEOMETRIC DATA XX LENGTH LINE /CHORD DIRECTION R T REMARKS 36 55.07' N1 6 °03'36 "E 60" I.D. HDPE INT. DATEI PLANS PREPARED UNDER SUPERVISION OF UBLIC WORKS ` DATE: 04 -14 -2020 PLANNING R.C.E. NO.: 46482 REVIEWER INSPECTOR I KIRK P. AMMERMAN EXP.: 06 -30 -2021 ENGINEERING DIVISION APPROVALS RECW APPROVED: ""�� `da,aW c7 All�rxew STEVE NOWAK EDWARD J. WIMMER s, '�w , CITY ENGINEER 5/2/20 DATE DATE GRAPHIC SCALE IN FEET 0 10 20 40 CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT GRADING AND DRAINAGE PLAN SAN ELIJO WATER RECLAMATION FACILITY 2695 MANCHESTER AVENUE ENCINITAS, CA 92007 PLANNING CASE NO: 17- m r� v y w Y NO. 46482 Z m m %t it C�V 1L G D -04 DRAWING NO. 14321 -1 SHEET 21 OF 481 EL ui N O N O N C.7 C I D O 0 0 / V) w V) z g d z c� V) w 0 Q w 0 LLJ 0 0 rn Q �I 0 z N IM __- II I I I I i 'I Y / / I I / 1 A - - -- ' \ APN 261 -28 -003 PROPOSED OPEN SPACE EASEMENT ^III `DOC# 2020 - - - -- R/W / /1 41 +00. .50' LT ESA I / i 9 MgTC RUNE STq 40 +00. SEE SHEET 21 __ .- . \ I. .. _. . . - - - . TI . I'lr 11.1 r I'l Tl I - I - AlAl r III IIIII \111\ \\ \ \11 \\\I \\`1 \ \ \�\ \� \\ IIII IIII 11\11 \ I I I II 1111 \ \ 1 1\ \ \\ \ \ \ \ 1 `11 \ 1 \ III I 111 \ \ \ \\ \\ II I III I II 1111\ 1\ \\ \ \ \ \ \ \\ \ \ \ \ \ \\ \\ IIII III 1111 \ \ \\ \ \\ \ \\ \ \ \ \ \11 \1 111 \ \ \ \\ \ \ \ \ \ \\ I I IIII ,11111 \ \\ \ \ \ \ \ \ \ \ \ \\ \ \ \\ \ \\ \\ \ \ 1 \\ 1 \ \ \ \ \\ \ \\ \ \ \1 \ \ \ I I II I III 11111111 \\ \N\ \ \\\ \ \\ \\ \ \\ \ \\\ \ 11\\ 11\1 1\ 1\1 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \\ \ \ \ \ \ \\ IIII II11 \ 1111 \ \ \A \\ \ REFER 1TO CALTRANS /! 1 -5 NORTH COAST . / TRAIL IMPROVEMENTS \\ \ \ \\ \\ \ \\ \\ \ \\ \ \ \\ \ \ \ \ _v LEGEND ESA --- - - - - -- HGL EASEMENT — — — FENCE MULTI —USE PATH /AC PAVEMENT D.G. CONCRETE ° PAVEMENT CABLE o 0 RAILING GENERAL NOTES 1. CONTRACTOR SHALL VERIFY THE EXISTENCE AND HORIZONTAL /VERTICAL LOCATION OF ALL UTILITIES WITHIN THE PROJECT AREA THAT MAY CONFLICT WITH THE PROPOSED CONSTRUCTION. CONTRACTOR SHALL VERIFY THAT ANY UTILITIES SHOWN TO BE RELOCATED BY OTHERS HAVE BEEN RELOCATED AND ARE NO LONGER IN CONFLICT. IMMEDIATELY NOTIFY THE ENGINEER OF ANY REMAINING UTILITY CONFLICTS PRIOR TO THE START OF ANY DEMOLITION WORK. 2. MAINLINE STORM DRAIN STATIONS AND OFFSETS SHOWN ON THE PLANS AND PROFILES ARE BASED ON THE RIGHT STORM DRAIN ALGINMENT. 3. DITCH, CATCH BASIN, HEADWALL, AND CHANNEL STATIONS AND OFFSETS ON THE PLANS ARE BASED ON THE TRAIL CENTERLINE ALIGNMENT. 4. IT IS ASSUMED THAT THE LEFT AND CENTER STORM DRAIN PIPES HAVE RELATIVE HEIGHT AND SLOPE TO THE RIGHT STORM DRAIN PIPE. 5. SEE LIGHTING PLANS, SHEETS 31 — 33, FOR ELECTRICAL AND LIGHTING EQUIPMENT REMOVALS, ADJUSTMENTS, RELOCATIONS AND NEW INSTALLATIONS 6. DITCH LATERALS SHOWN IN PROFILE FOR CLARITY. 7. SEE SECTIONS FOR REMOVAL LIMITS OF EXISTING CHANNEL BOTTOM. 8. MATCH LINE STATIONS ARE BASED ON THE TRAIL CENTERLINE. 9. SEE IMPROVEMENT PLANS, SHEETS 06 — 08, FOR MULTI —USE PATH IMPROVEMENTS. GRADING & DRAINAGE NOTES 28 CONSTRUCT EARTHEN SWALE, W =36 ", D =18 ". m w Y NO. 46482 Z m m %t it DIAL TOLL FREE GRAPHIC SCALE IN FEET CIV t\- Kim e y > > > Horn Kimley -Horn 8 1 1 0 10 20 40 NORTH and Associates, Inc. @2019 Know what's below. AT LEAST Two DAYS Call before you dl BEFORE YOU DIG 401 B Street, Suite 600, San Diego, California 92101 Y 9� Phone: 619.234.9411 / www.kimley— horn.com UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA GD -05 DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS MET MKE KPA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO� APPROVED: GRADING AND DRAINAGE PLANS CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 C SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ` `�!a J i�Hrew 14321 -1 AVE, 65 FEET WESTERLY OF THE CENTER OF THE ENGINEER DATE PLANNING �" "� STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. R.C.E. NO.: 46482 CITY ENGINEER RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER S aZl ;lo 5/2712 0 ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR t KIRK P. AMMERMAN EXP.: 06 -30 -2021 1 DATE DATE PLANNING CASE NO: 17 -272 DR /CDP SHEET 22 OF 48 0 N O N O N r ca Y N I 0 0 0 / w 07 z n z CD V) w 0 w U) 0 0 0 rn G! w Q �I 0 z N "MANCHESTER CL" ALIGNMENT 10 N I [a] n G7 10 +23.88, 24.85' T FS: 25. 6 10 +23.96, 23.3 ' LT- FS: 4.66 10 +24.03, 21. 5' LT F 24.64 •24 A /11 N ILL V/36 , 2 .46' LT W: 24.95 LT TW. 24.70 BW. 24.45 1.57% / 10 +36.51, 19.97' LT --j 10 TW: 24.70 RW 74 4.ri �j C�d BEG: 10 +36.76, 26.27' LTC TC: 24.51 10 +36.79, 25.78' LT TW: 24.26 55.79, I C: 24.34 10 +55.86, TW: 24.51 0-11N N, 0 EN 10+ 24.18 1 10+ 24. S OD - - -- - - -- _ - 52U o o o - _________ L 1 A BOTTOM OF BASIN: 23.76 BOTTOM OF BASIN: 23.51 10 +37.15, 18.21' LT ----- - - - - -- - - TW: 24_95 ---------- - - - - -- --- - - - - -- 10 +56.17, 19.14' LT TW: 24.51 WATER 1 WATER 1 -BEG: 10 +36.64 11 W cn 18.47' LT TW: 24.90 MANCHESTER AVENUE 1 li I 7t­* LO w 18 \ 10 +93.5 28.3 ' LT �c�hc INV OUT: 19.99 w � 10 +92.08, 27.82' LT 46 / RIM: 23.81 N COMM 1 (AT &T) END: 10 +94.62, 22.93' L 11 10 +81.69 TC: 23.82 23.39' LT SIDE OPENING - - FS: - - - - - - - - - 10 +92.49, 25.85' LT INV: 22.50 10 +81.84, 20.39' LT 10 +90.51, 26.24' L FS: 24.10 FL: 22.42 10 +76.75, 19.65' LT 47 10 +91.65, 22.63' LT 47 FL: 24.3Q FL: 23.26 111 t-w W 05' LT J , , St` E CURB RA f LARGEME T ON SHEET 1 I I FOR CD�WPROVEMENT`. W „ U „ Z „ Q , „ Z , „ FA X711 \ \w P O 0 1D 0 0 0000 \ 10 89. 30. 000 o 0 L 000 O FG: 3. 000 \ O O 0 0 O 87, 8. 3' 000 0 (D FL: 2. 00000 8.40 L 59 FRON 0 E N 000 CONSTRUCT CURB /CURB AND GUTTER 10 +90.19, 18' LT 2, LT INV: 22. 2 TRANSITION PER DETAIL C ON SHEET 26. O - 1081.91 10 +9 . 28.94' LT INV OUT: 9. FG: 24.02 , � S 0 PER SDRSD G -02. 4 ?i ` 18 \ 10 +93.5 28.3 ' LT �c�hc INV OUT: 19.99 w � 10 +92.08, 27.82' LT 46 / RIM: 23.81 N COMM 1 (AT &T) END: 10 +94.62, 22.93' L 11 10 +81.69 TC: 23.82 23.39' LT SIDE OPENING - - FS: - - - - - - - - - 10 +92.49, 25.85' LT INV: 22.50 10 +81.84, 20.39' LT 10 +90.51, 26.24' L FS: 24.10 FL: 22.42 10 +76.75, 19.65' LT 47 10 +91.65, 22.63' LT 47 FL: 24.3Q FL: 23.26 111 t-w W 05' LT J , , St` E CURB RA f LARGEME T ON SHEET 1 I I FOR CD�WPROVEMENT`. W „ U „ Z „ Q , „ Z , „ FA X711 „ C -- - - -- \ \`\ W , `� , , GRAPHIC SCALE IN FEET 0 2.5 5 10 V - ��o P PMMF9 <� Q'F v ti� w Y NO. 46482 Z En • ' DIAL TOLL FREE Kimley >>> Horn Kimley -Horn 8 1 1 c►v I\- and Associates, Inc. @2019 Know what's below. AT LEAST Two DAYS BEFORE YOU DIG di fore you g. 401 B Street, Suite 600, San Diego, California 92101 Gall be Phone: 619.234.9411 www.kimley - horn.com UNDERGROUND SERVICE ALERT OF SOUTHE RN CALIFORNIA DESIGNED BY: DRAWN CHECKED BY: FBMP-01 BY: CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS MET MKE KPA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO� APPROVED: EARTHEN SWALE STAKING PLAN CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 ��wa� (,�/ SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ` ��tKfe� 14321 -1 AVE, 65 FEET WESTERLY OF THE CENTER OF THE ENGINEER DATE PLANNING �" "� STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. R.C.E. NO.: 46482 CITY ENGINEER RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER S aZl ;lo 512120 ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR KIRK P. AMMERMAN EXP.: 06 -30 -2021 1 DATE DATE PLANNING CASE NO: 17 -272 DR /CDP SHEET 23 OF 48 CONSTRUCTION NOTES (D PROTECT IN PLACE. CONSTRUCT CURB /CURB AND GUTTER TRANSITION PER DETAIL C ON SHEET 26. 11 CONSTRUCT THICKENED CURB AND GUTTER , PER DETAIL D ON SHEET 24. , CONSTRUCT 6" CURB AND GUTTER TYPE G PER SDRSD G -02. EXISTING TRIPLE 8' X 4' REINFORCED ` CONCRETE BOX. CONSTRUCT CATCH BASIN - TYPE F PER SDRSD D -07, MODIFIED TO HAVE TWO OPENINGS, SIDE OPENINGS AS CALLOUT ON PLANS. 2' WIDE CURB CUT PER DETAIL A ON SHEET ` - 25. 52 CONSTRUCT CHECKDAM PER DETAIL E ON SHEET 25. .72, 45.43' L'� \ 53 CONSTRUCT CHECKDAM WITH WEIR FLOW INV IN: (17.33) `,`,\ \ THROUGH NOTCH PER DETAIL B ON SHEET \ 26. CONSTRUCT CONCRETE LUG PER SDRSD D -63. CONSTRUCT PLANTER WALL PER DETAIL C ON SHEET 26. SEE TRAIL HEAD IMPROVEMENTS ON SHEET 9. FURNISH AND INSTALL 18" RCP PER SDRSD `` ` \ D -60. CONSTRUCT DESILTING BASIN PER DETAIL B ON SHEET 24. CONSTRUCT EARTHEN SWALE PER DETAIL B ` ON SHEET 24. „ C -- - - -- \ \`\ W , `� , , GRAPHIC SCALE IN FEET 0 2.5 5 10 V - ��o P PMMF9 <� Q'F v ti� w Y NO. 46482 Z En • ' DIAL TOLL FREE Kimley >>> Horn Kimley -Horn 8 1 1 c►v I\- and Associates, Inc. @2019 Know what's below. AT LEAST Two DAYS BEFORE YOU DIG di fore you g. 401 B Street, Suite 600, San Diego, California 92101 Gall be Phone: 619.234.9411 www.kimley - horn.com UNDERGROUND SERVICE ALERT OF SOUTHE RN CALIFORNIA DESIGNED BY: DRAWN CHECKED BY: FBMP-01 BY: CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS MET MKE KPA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO� APPROVED: EARTHEN SWALE STAKING PLAN CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 ��wa� (,�/ SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ` ��tKfe� 14321 -1 AVE, 65 FEET WESTERLY OF THE CENTER OF THE ENGINEER DATE PLANNING �" "� STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. R.C.E. NO.: 46482 CITY ENGINEER RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER S aZl ;lo 512120 ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR KIRK P. AMMERMAN EXP.: 06 -30 -2021 1 DATE DATE PLANNING CASE NO: 17 -272 DR /CDP SHEET 23 OF 48 Q rn N O 0 N 0 N c� 0 0 I 0 Cn 0 0 / w z n / z c� Ld w 0 w U) 0 0 0 rn G! w Q �I 0 z N TC PER PLAN I STREET SECTION PER PLANS a° NOT USED a THICKENED CURB &GUTTER d° THICKENED CURB AND GUTTER SEE DETAIL D ON THIS SHEET 3" MIN 8" MAX EXIST SUBGRADE 2 " -4" COBBLE TIC PER PLAN WEED BARRIER 3" MIN IMPROVEMENTS PER VARIES 8" MAX TRAILHEAD PLAN SHEET 9 d 6" MIN ° PLANTER WALL PER PONDING -5 A MPS DETAIL C ON SHEET 26 DEPTH DIMENSIONS PER PLAN EARTHEN SWALE SECTION A -A NOT TO SCALE STREET SE PER F 6" THIICK DESILTING BASIN PER PLAN -PROPOSED 6" THICK CONCRETE SWALE VARIES d � MINA �. a a " 4 3 r 1 NOTES: 1. ALL EXPOSED CONCRETE TO BE INTEGRAL COLOR WITH DAVIS COLORS 5447 ( "MESA BUFF ") OR APPROVED EQUAL. 2. CONCRETE FOR SWALE, DESILTING BASIN AND CHECK DAMS SHALL BE 520 —C -2500. CURB & GUTTER PER SDRSD G -2 (TYPE G) MODIFIED AS SHOWN V-6" NOTES: 1. THICKENED CURB AND GUTTER OR PLANTER WALL SHALL BE INSTALLED AROUND ALL SIDES OF BIOFILTRATION AREAS. EXIST SUBGRADE EARTHEN SWALE WEIR STRUCTURE PER PLAN TW PER PLAN CHECK DAM PER DETAIL E ON THIS SHEET MI 2 " -4" COBBLE II TOP OF CURB WEED BARRIER 3�f 1 6" MIN PONDING a DEPTH d ELEVATION P CHECKDAM TW PER PLAN 2 46119 111111001 :1101:7_1110 OVERFLOW BASIN 3.75% TOP OF GRATE ELEVATION PER PLAN TYPE F I CATCH BASIN PER SDRSD D -07 MODIFIED PER DETAIL E ON SHEET 25 2 " -4" COBBLE FL PER PLAN WEED BARRIER IST AT &T CONDU CONTRACTOR 1 PROTECT IN PLACE EXIST 10" FORCE MAIN CONTRACTOR TO VERIFY LOCATION /� � 1 1 EARTHEN SWALE SECTION B -B 3" MIN NOT TO SCALE K =�-- v I i vv rrr\ rLrAry (TYP) - - — WEIR OPENING PER DETAIL B ON SHEET 27 I 3" MIN v WEED BARRIER d z PER SPECIFICATIONS 2 " -4" COBBLE FLOW (NP) d d. EXIST SUBGRADE THICKENED CURB & GUTTER PER DETAIL D ON THIS SHEET 12" #4 REBAR TO BE DOWELED INTO CURB & GUTTER (TYP) 6" (TYP) EXIST SUBGRADE a da 0 d a n SIDE OPENING. FL PER PLAN 2" WEEP DRAIN SET 12" BELOW SCUPPER FL. 1 CF OF CRUSHED ROCK WRAPPED IN FILTER FABRIC V. • v d Q a d 4' WEIR 6" (TYP) w 4 O d d 4 d d> a o dQ NOTES: 1. ALL EXPOSED CONCRETE TO BE INTEGRAL COLOR WITH DAVIS COLORS 5447 ( "MESA BUFF ") OR APPROVED EQUAL. a 8 a 18" RCP IMPROVEMENTS PER TRAILHEAD PLAN SHEET 9 PLANTER WATER PER DETAIL C ON SHEET 27 -12" #4 REBAR TO BE DOWELED INTO PLANTER WALL (TYP) 3" NOT USED THICKENED CURB &GUTTER /' 9 C NOT TO SCALE D NOT TO SCALE Y Z W N0.46482 m • CHECK DAM ® E NOT TO SCALE DIAL TOLL FREE Kimley >>> Horn Kimley -Horn 1 1 c►v I, and Associates, Inc. ©2019 Know what's below. AT LEAST TWO DAYS BEFORE YOU DIG 401 B Street, Suite 600, San Diego, California 92101 Call before you dig. Phone: 619.234.9411 WWW.klmey— horn.COm UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA F DT-01 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. MzD MKE KPA DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 04 -14 -2020 RECOM APPROVED: ��wa� (,�/ �Nrmew SAN CONSTRUCTION DETAILS ELIJO WATER RECLAMATION FACILITY 14321 -I PUBLIC WORKS ENGINEER DATE AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING ` �" STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 ELEVATION: 18.56 DATUM: NAVD88 "� KIRK P. AMMERMAN R.C.E. NO.: 46482 EXP.: 06 -30 -2021 s a� DATE CITY ENGINEER 5/2�/2o DATE PLANNING CASE N0: ENCINITAS, CA 92007 17 -272 DR /CDP REVIEWER SENIOR ENGINEER DATE INSPECTOR SHEET 24 OF 48 Q rn N 0 L0 0 N O N c� 0 0 I 0 0 0 / V) w V) z n d z CD V) w 0 w 0 0 0 rn G! w Q �I 0 z N M R =4„ D STREET SECTION PER PLANS OVERFLOW BASIN AREA SEE NOTE 1 6" 7 WIDTH PER PLAN ° 2 " -4" COBBLE - 4' 4 > DEPRESS GUTTER ° ° ° 6 R 4 \ 1" AT OPENING ° ° ° 7 TW PER PLAN -_ 3" 12" 4 `\ \ THICKENED CURB & GUTTER PER DETAIL DEPRESS GUTTER 1 ; a v n CONCRETE 2500 PSI ° 4\ °\ D ON SHEET 24 AT OPENING FROM 6" Q d ° d a c 1 ° \ LJ TO 7" CURB HEIGHT WEED BARRIER -- - - - - -- d HEIGHT PER PLAN STREET a •. . . datr . n 18» 4 A ° SECTION A -A �' • .d Q a a A VARIES 4 A c Q — -4- 4. t °. ° ° BOTTOM OF DESILTING BASIN ° / G ° 2' 2" WIDE FLOW- THROUGH / TOP OF CURB NOTCH TO BE LOCATED AT DESILTING BASIN ONLY » R =4" 12 12 ° / ° ° NOTES: ° „ „ 2 -4 COBBLE J 1. ALL EXPOSED CONCRETE TO BE INTEGRAL COLOR WITH ") NOTES: /9 4 4 ° DAVIS COLORS 5447 ("MESA BUFF OR APPROVED EQUAL. 1. ALL EXPOSED CONCRETE TO BE INTEGRAL COLOR WITH / ° 6" 7» 6 ". 2. CONCRETE FOR CHECKDAM WEIR SHALL BE 520 -C -2500. DAVIS COLORS 5447 ( "MESA BUFF ") OR APPROVED EQUAL. m —12 "� —12 "� CHECKDAM WEIR PLANTER WALL NOTES: of ( FL PER PLAN g 1. THICKENED CURB & GUTTER PER DETAIL D I NOT TO SCALE NOT TO SCALE ON SHEET 24 2. ALL EXPOSED CONCRETE TO BE INTEGRAL SECTION B -B COLOR WITH DAVIS COLORS 5447 ( "MESA BUFF ") OR APPROVED EQUAL. PLAN VIEW CURB CUT INLET A NOT TO SCALE SEE M -2 FOR MANHOLE 8 "H x 18 "W SIDE OPENING FRAME AND COVER FL PER PLAN ELEV SHOWN ON PLANS CONSTRUCT NOTCH, SEE NOTE 2 4 1/2" 3" SQUARE POST 3 #4 HOOP REINF 10 1/2" ° ° ° ° - - - -- 4 #4 VERT REINF 1 1, 12" DIA DECOMPOSED GRANITE / :18" " RAID (TYP) i 4" 9 A :<..:.; 3" V SLOPE -- PER PLAN O O O 0.5' 4 - #4 AROUND PIPE I _ _ a QC. a a` . n. /� _ _ = CLASS II AGGREGATE BASE \ 7' MIN FOOTING F'C =2,500 PSI MINIMUM OPTIONAL CONSTRUCTION D x 1 TO DAYLIGHT 3" CLEAR MIN. (TYPICAL) JOINT 6" MIN ABOVE INVERT \ I° 3" CLEAR (TYPICAL) ° 1 2.5' SQ � \° �° T » #4 AT 12 O.C. TOP AND BOTTOM SLOPE FLOOR 12:1 TOWARDS OUTLET T f T 1 NOTES: 30 D LAP ELEV SHOWN ON PLANS 1. ALL EXPOSED CONCRETE TO BE INTEGRAL COLOR WITH DAVIS (TYP) COLORS 5447 ( "MESA BUFF ") OR APPROVED EQUAL. 2. CONSTRUCT 4" W X 4" H DRAINAGE NOTCH AT 10' ON CENTER. NOT USED D E MODIFIED TYPE F CATCH BASIN FENCE POST CONTINUOUS STRIP FOUNDATION DETAIL pFESS,� NOT TO SCALE OPENING WITH SOT F ' TO NOT TO SCALE � P PMA4 < <20 Y Z w NO. 46482 m • ® DIAL TOLL FREE Kimley >>> Horn Kimley -Horn all c►v il- and Associates, Inc. ©2019 Know what's below. AT LEAST Two DAYS 401 B Street, Suite 600, San Diego, California 92101 Gall before you dig. BEFORE YOU DIG 619.234.9411 www.kimley— horn.com UNDERGROUND SERVICE ALERT of SOUTHERN c nuFORPhone: CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DESIMzD DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. MKE KPA DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE CONCRETE SLAB E ON THE N PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 04 -14 -2020 RECWOK APPROVED: 46(alat-d j Wli rmew CONSTRUCTION DETAILS SAN ELIJO WATER RECLAMATION FACILITY 14321 -I PUBLIC WORKS ENGINEER DATE AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING ` �" STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 ELEVATION: 18.56 DATUM: NAVD88 "p R.C.E. NO.: 46482 KIRK P. AMMERMAN EXP.: 06 -30 -2021 CITY ENGINEERS 27 20 S' aZl / / DATE DATE PLANNING CASE NO: 17 ENCINITAS, CA 92007 -272 DR /CDP REVIEWER SENIOR ENGINEER DATE INSPECTOR SHEET 25 OF 48 5' TRANSITION Z SAWCUT IN AC PAVEMENT -:4-• % EXIST AC PAVEMENT TO REMAIN MILL AND OVERLAY EXIST BASE TO REMAIN MATCH EXIST PAVEMENT INSTALL STRESS — RELIEVING ELEVATION AT SAWCUT MAT. MAT SHALL BE LIMIT 1.5' GLASSPAVE 25 OR APPROVED EQUAL. MILL & OVERLAY I AC PVMT 2» (2' TYPICAL (VARIES) TYP I v IN D D D VN A ROADWAY SAWCUT DETAILS NOT TO SCALE CURB OR C &G PROPOSED CURB OR CURB & PER PLAN GUTTER TRANSITION TO MATCH EXIST ELEVATIONS BEGINNING OR END OF PROPOSED IMPROVEMENTS. MATCH EXIST ELEVATIONS AT � TOP OF CURB, FLOW LINE, AND LIP OF GUTTER EXIST TOP OF CURB EXIST FLOW LINE D EXIST LIP OF GUTTER HMA (WHERE SHOWN) EXIST CURB OR C &G AS SHOWN ON PLANS ISOMETRIC VIEW MAINTAIN EXIST PAVEMENT SLOPE SAWCUT IN AC PAVEMENT NEAR C &G BEGIN OR END CURB & GUTTER TRANSITION AS CALLED OUT ON IMPROVEMENT PLANS GPROPOSED CURB OR CURB & GUTTER PER PLANS TOP OF CURB FLOW LINE LIP OF GUTTER UNLESS OTHERWISE SHOWN ON PLANS CURB / CURB AND GUTTER TRANSITION DETAIL NOT TO SCALE PLAN VIEW 2' WIDE BENCH 6" CONC. BENCH \ � 2% TOP OF CHANNEL PER PLAN---- MINOR CONC. CHANNEL PER D -70 (TYP) SAWCUT PERPENDICULAR TO CHANNEL SLOPE AND REMOVE 1" DEPTH OF EXISTING CHANNEL BENCH (TYP) DOWEL INTO EXISTING CHANNEL CONC. WITH - 12"L #4 REINF AT 18" SPACING (TYP) 6" EMBEDMENT (TYP) rvir 11114G CHANNEL e f v CUTOFF WALL AT END OF CHANNEL PER D -72. 3- D PROPOSED CURB AND GUTTER, PER PLAN PROPOSED PAVEMENT SECTION PER PLANS D D 1 PROPOSED SIDEWALK PER PLAN TOP OF DITCH TO MATCH TOP OF TRAIL OR TOP OF WALL PER PLAN OUTLET PIPE P MODIFIED TYPE "F" CATCH BASIN. RIM PER PLAN. NOTES: 1. ALL EXPOSED CONCRETE TO BE INTEGRAL COLOR WITH DAVIS COLORS 5447 ( "MESA BUFF ") OR APPROVED EQUAL. 2. CONTRACTOR MAY SUBSTITUTE TYPE F CATCH BASIN WITH NYLOPLAST 30" DIAMETER HEAVY DUTY DRAIN BASIN WITH DUCTILE IRON OR PLASTIC DOME. B MODIFIED TYPE F CATCH BASIN NOT TO SCALE r FL PER 18" / PLAN D MODIFIED TERRACE DITCH NOT TO SCALE � PR�ESp,X 2'• �% i NOTES: 1. ALL EXPOSED CONCRETE TO BE INTEGRAL COLOR WITH DAVIS COLORS 5447 ( "MESA BUFF ") OR APPROVED EQUAL. m w Y NO. 46482 Z m • En ® DIAL TOLL FREE aCHANNEL SLOPE EXTENSION Kimley >>> Horn Kimley -Horn 811 NOT TO SCALE c►v I,— and Associates, Inc. ©2019 Know what's below. AT LEAST TWO DAYS 401 B Street, Suite 600, San Diego, California 92101 Call before you dig. BEFORE YOU DIG Phone: 619.234.9411 / www.kimley— horn.com UNDERGROUND SERVICE ALERT of SOUTHERN GAUFORNin DT -03 DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS MZD MIKE KPA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO� APPROVED: CONSTRUCTION DETAILS CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 C T SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ` `�wa�U W r � 14321 -I AVE, 65 FEET WESTERLY OF THE CENTER OF THE ENGINEER DATE PLANNING �" "� STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. R.C.E. NO.: 46482 CITY ENGINEER RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER S' �� ;lo 527 _ ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR KIRK P. AMMERMAN EXP.: 06 -30 -2021 DATE DATE PLANNING CASE NO: 17 -272 DR /CDP SHEET 26 OF 48 MATCH EXIST PAVEMENT INSTALL STRESS — RELIEVING MAT. ELEVATION AT SAWCUT LIMIT MAT SHALL BE GLASPAVE 25 OR 3' GLASPAVE 25 APPROVED EQUAL 1.5' AC PVMT I MILL & OVERLAY (VARIES) (2' TYPICAL) I 2» Q I TYP I EXIST AC PAVEMENT TO REMAIN O O O MILL AND OVERLAY PROPOSED PAVEMENT SECTION PER \ iii \ii \�i�i \�i� \�i� \� \ \�i \i��i�� EXIST BASE TO PLANS MAINTAIN EXIST REMAIN PAVEMENT SLOPE 5' TRANSITION Z SAWCUT IN AC PAVEMENT -:4-• % EXIST AC PAVEMENT TO REMAIN MILL AND OVERLAY EXIST BASE TO REMAIN MATCH EXIST PAVEMENT INSTALL STRESS — RELIEVING ELEVATION AT SAWCUT MAT. MAT SHALL BE LIMIT 1.5' GLASSPAVE 25 OR APPROVED EQUAL. MILL & OVERLAY I AC PVMT 2» (2' TYPICAL (VARIES) TYP I v IN D D D VN A ROADWAY SAWCUT DETAILS NOT TO SCALE CURB OR C &G PROPOSED CURB OR CURB & PER PLAN GUTTER TRANSITION TO MATCH EXIST ELEVATIONS BEGINNING OR END OF PROPOSED IMPROVEMENTS. MATCH EXIST ELEVATIONS AT � TOP OF CURB, FLOW LINE, AND LIP OF GUTTER EXIST TOP OF CURB EXIST FLOW LINE D EXIST LIP OF GUTTER HMA (WHERE SHOWN) EXIST CURB OR C &G AS SHOWN ON PLANS ISOMETRIC VIEW MAINTAIN EXIST PAVEMENT SLOPE SAWCUT IN AC PAVEMENT NEAR C &G BEGIN OR END CURB & GUTTER TRANSITION AS CALLED OUT ON IMPROVEMENT PLANS GPROPOSED CURB OR CURB & GUTTER PER PLANS TOP OF CURB FLOW LINE LIP OF GUTTER UNLESS OTHERWISE SHOWN ON PLANS CURB / CURB AND GUTTER TRANSITION DETAIL NOT TO SCALE PLAN VIEW 2' WIDE BENCH 6" CONC. BENCH \ � 2% TOP OF CHANNEL PER PLAN---- MINOR CONC. CHANNEL PER D -70 (TYP) SAWCUT PERPENDICULAR TO CHANNEL SLOPE AND REMOVE 1" DEPTH OF EXISTING CHANNEL BENCH (TYP) DOWEL INTO EXISTING CHANNEL CONC. WITH - 12"L #4 REINF AT 18" SPACING (TYP) 6" EMBEDMENT (TYP) rvir 11114G CHANNEL e f v CUTOFF WALL AT END OF CHANNEL PER D -72. 3- D PROPOSED CURB AND GUTTER, PER PLAN PROPOSED PAVEMENT SECTION PER PLANS D D 1 PROPOSED SIDEWALK PER PLAN TOP OF DITCH TO MATCH TOP OF TRAIL OR TOP OF WALL PER PLAN OUTLET PIPE P MODIFIED TYPE "F" CATCH BASIN. RIM PER PLAN. NOTES: 1. ALL EXPOSED CONCRETE TO BE INTEGRAL COLOR WITH DAVIS COLORS 5447 ( "MESA BUFF ") OR APPROVED EQUAL. 2. CONTRACTOR MAY SUBSTITUTE TYPE F CATCH BASIN WITH NYLOPLAST 30" DIAMETER HEAVY DUTY DRAIN BASIN WITH DUCTILE IRON OR PLASTIC DOME. B MODIFIED TYPE F CATCH BASIN NOT TO SCALE r FL PER 18" / PLAN D MODIFIED TERRACE DITCH NOT TO SCALE � PR�ESp,X 2'• �% i NOTES: 1. ALL EXPOSED CONCRETE TO BE INTEGRAL COLOR WITH DAVIS COLORS 5447 ( "MESA BUFF ") OR APPROVED EQUAL. m w Y NO. 46482 Z m • En ® DIAL TOLL FREE aCHANNEL SLOPE EXTENSION Kimley >>> Horn Kimley -Horn 811 NOT TO SCALE c►v I,— and Associates, Inc. ©2019 Know what's below. AT LEAST TWO DAYS 401 B Street, Suite 600, San Diego, California 92101 Call before you dig. BEFORE YOU DIG Phone: 619.234.9411 / www.kimley— horn.com UNDERGROUND SERVICE ALERT of SOUTHERN GAUFORNin DT -03 DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS MZD MIKE KPA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO� APPROVED: CONSTRUCTION DETAILS CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 C T SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ` `�wa�U W r � 14321 -I AVE, 65 FEET WESTERLY OF THE CENTER OF THE ENGINEER DATE PLANNING �" "� STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. R.C.E. NO.: 46482 CITY ENGINEER RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER S' �� ;lo 527 _ ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR KIRK P. AMMERMAN EXP.: 06 -30 -2021 DATE DATE PLANNING CASE NO: 17 -272 DR /CDP SHEET 26 OF 48 Q rn N 0 0 N 0 N 0 0 I 0 0 0 / U) w 07 z n / z c� U) w CL 0 D U) 0 0 0 rn G! w Q �I 0 z N M PIPE BACKFILL CONDITIONS 1.5' 2' BUFFER 2' BUFFER 3' DRAINAGE DITCH SURFACE SITE VARIES 12' 1 1 2' IMPROVEMENTS PER CIVIL SITE PLANS MULTI —USE PATH 3" AC OVER 6" CLASS II AB 2 "x4" COMPOSITE 3" DECOMPOSED HEADER GRANITE OVER 6" 6' SECURITY FENCE 1' BUFFER 3" DECOMPOSED CLASS II AB GRANITE OVER 6" GRAVITY RETAINING WALL TYPE 3' DRAINAGE DITCH 2' BUFFER EG (TYP) // / 18" // CLASS II AB I 2"x4" COMPOSITE B PER S PER AN. WALL HEADER 1.8% HEIGHT PER PLAN. 12' 2' VARIES URFACE SITE IMPROVEMENTS MULTI —USE PATH PER CIVIL SITE PLANS 1.5% 1 ~ 2% 2" WEEP DRAIN AT 15' OC SET AT 6 SECURITY TOP OF SLURRY BACKFILL PROPOSED SURFACE, FENCE AC THICKNESS BY OTHERS / /� / / \ / / \ //\ ' ::• PER CIVIL SITE PLANS 1 CF OF CRUSHED ROCK \ 3 AC OVER ASPHALTIC CONCRETE WRAPPED IN FILTER FABRIC qk 6 CLASS II AB BY OTHERS 1' (TYP) 1.5% 1.8% 2% 2:1 PROPOSED SURFACE, EG (TYP) $ ---- \X PER CIVIL SITE PLANS REMOVE EXISTING CHANNEL ' �v.,::•,fr� •• • " •� >, ,.: <�• =�T,;..t;n�-•^;:t�Y�c, PIPE BACKFILL ENVELOPE. SEE PIPE � .:• .'-. :.:'.. "' : :: '''' PIPE BACKFILL ENVELOPE. SEE PIPE SIDE AS NEEDED TYP �.. >4:a•.4nb� -. :•s:9;.S,3. >st sr,.. 4J. :;,; i // // // // // \ \ \ \ \ "' �f.. ''`':.., .':a BACKFILL CONDITIONS TABLE FOR (TYP) I BACKFILL CONDITIONS TABLE FOR \ \r \ \r \ \r \ \r \ \r \\ .:: ' ::. .. :. ` . � :,� •` :: .... 60" I.D. HDPE PIPE (TYP) 4" CLASS II SPECIFIC BACKFILL REQUIREMENTS DRAINAGE DITCH, SEE SPECIFIC BACKFILL REQUIREMENTS AGGREGATE BASE DETAIL D ON SHEET 26 2 "x4" COMPOSITE 1' (TYP) EXISTING CHANNEL THICKENED CLASS II 3" DECOMPOSED GRANITE HEADER — — — INV ELEVATION PER PLAN BOTTOM TO REMAIN AGGREGATE BASE SECTION TO OVER 6" CLASS II AB 3" DECOMPOSED GRANITE BOTTOM OF EXIST CHANNEL OVER 6" CLASS II AB REMOVE EXISTING CHANNEL TYPICAL SECTION - CONDITION 1 CONCRETE (TYP) 2 "x4" COMPOSITE HEADER SIDE AS NEEDED (TYP) 60" I.D. HDPE PIPE (TYP) y „ „:;y;, ;, ;ti. ,.•,,;a,;,•:,,.; �. y.y . ..,,,y w.•y ^y! ty YT G ' THICKENED CLASS II AGGREGATE NOT TO SCALE • :'�.�:,1 ` ` ;�:�.� :'�: INV ELEVATION~ PER PLAN BASE SECTION TO BOTTOM OF 2' BUFFER EXIST CHANNEL CONCRETE (TYP) TYPICAL SECTION - CONDITION 4 SURFACE SITE NOT TO SCALE 12' 2' IMPROVEMENTS PER CIVIL SITE PLANS MULTI —USE PATH PIPE BACKFILL CONDITIONS BETWEEN 12” AND 18” OF COVER FROM PCC FINISHED SURFACE TO TOP PIPE 12 "THICK 4000 —PSI PCC CAP WITH DOUBLE #4 REBAR MAT ® 12 "O.C. OVER MINIMUM 4— INCHES 4 —SACK CEMENT —SAND SLURRY WITHIN DRIVE LANE OVER TOP (CROWN) OF PIPE. IF LESS THAN 4— INCHES 4 —SACK CEMENT —SAND SLURRY BETWEEN PIPE AND PCC, THEN INCREASE CONCRETE MAT THICKNESS. ALL OTHER CONDITIONS 8 "THICK 4000 —PSI PCC CAP WITH DOUBLE #4 REBAR MAT © 12 "O.C. OVER 4 —SACK CEMENT —SAND SLURRY. BETWEEN 18" AND 24" OF COVER FROM AC FINISHED SURFACE TO TOP PIPE ALL CONDITIONS 4 —SACK CEMENT —SAND SLURRY TO 6" MINIMUM ABOVE TOP OF PIPE NOTE: 1. CEMENT —SAND SLURRY IS CONTINUOUS THROUGH PIPE ZONE (I.E., BEDDING TO MINIMUM 6" ABOVE PIPE CROWN). 2. WHERE COVER OVER PIPES IS GREATER THAN 24 ", CLASS II AGGREGATE BASE OR ACCEPTABLE ON —SITE SOILS WITH A SAND EQUIVALENT OF 30 MAY BE USED AS BACKFILL. 3" DECOMPOSED—\ GRANITE OVER 6" CLASS II AB 2 "x4" COMPOSITE I HEADER i 1.8% 6' SECURITY FENCE TW PER HORIZONTAL AND VERTICAL PLANS SEE WALL DETAIL A THIS SHEET 2" WEEP DRAIN AT 5' OC SET AT TOP OF FOOTING REFER TO GRADING PLANS ° FOR SITE IMPROVEMENT —Y—DRAWING NO. 14321 —G a ' 1 CF OF CRUSHED ROCK WRAPPED IN FILTER FABRIC BW PER PLAN 1' (TYP) 1.5' 2' BUFFER 2' 3' DRAINAGE DITCH BUFFER SURFACE SITE IMPROVEMENTS VARIES 12' 2' PER CIVIL SITE PLANS MULTI —USE PATH 3" DECOMPOSED GRANITE OVER 6" CLASS II AB 6' SECURITY FENCE 2"x4" COMPOSITE MAT FOUNDATION PER DETAIL F HEADER ON SHEET 25 3" AC OVER REFER TO GRADING PLANS FOR 1 8% 2% SITE IMPROVEMENTS DRAWING 6" CLASS II AB N0. 14321 —G EG (TYP) DRAINAGE DITCH, SEE DETAIL D ON SHEET 26 PIPE BACKFILL ENVELOPE. SEE PIPES 1 (TYP) PIPE BACKFILL ENVELOPE. SEE PIPE BACKFILL CONDITIONS TABLE FOR BACKFILL CONDITIONS TABLE FOR SPECIFIC BACKFILL REQUIREMENTS SPECIFIC BACKFILL REQUIREMENTS THICKENED CLASS II AGGREGATE BASE SECTION TO REMOVE EXISTING CHANNEL ' TYPICAL SECTION - CONDITION 2 BOTTOM OF EXIST CHANNEL SIDE AS NEEDED (TYP) �' ` =v' �''i „•'r . -L -a, _`•; " ,�;�,' ;titi ^, v t v yGt. ,�,.iia :,= ::T, ^:;'ii''<..ea.. .,..r. Vd•.. pA -�y R ' NOT TO SCALE CONCRETE (TYP) 60" I.D. HDPE PIPE (TYP) 4” CLASS II 1' BUFFER AGGREGATE BASE 3' DRAINAGE DITCH 2' BUFFER INV ELEVATION PER PLAN EXISTING CHANNEL THICKENED CLASS II BOTTOM TO REMAIN AGGREGATE BASE SECTION TO 12' 2' SURFACE SITE IMPROVEMENTS PER CIVIL SITE PLANS TYPICAL SECTION - CONDITION 5 BOTTOM OF (TYP) CHANNEL MULTI —USE PATH ( ) 6' SECURITY FENCE NOT TO SCALE GRAVITY RETAINING WALL TYPE B PER SDRSD C -09. WALL 3" AC OVER HEIGHT PER PLAN. 21 6" CLASS II AB AC THICKNESS PER CIVIL SITE PLANS ASPHALTIC CONCRETE (TYP) 1.5% 1.8% 2% ( ) REFER TO GRADING PLANS FOR SITE IMPROVEMENT �\ DRAWING NO. 14321 —G 12" REMOVE EXISTING CHANNEL #4 © 12" OC STEM WALL SIDE AS NEEDED Y DRAINAGE DITCH, SEE ::... (TYP) DETAIL D ON SHEET 26 2 "x4" COMPOSITE \ # 2" CLR IF NEEDED HEADER' — # 3" CLR a #4 © 12" OC 3 DECOMPOSED GRANITE 4 @ 12 OC OVER 6" CLASS II AB 3" DECOMPOSED GRANITE 1' (TYP) d 2"x4" COMPOSITE HEADER OVER 6 CLASS II AB PIPE BACKFILL ENVELOPE. SEE PIPE THICKENED CLASS II AGGREGATE NOTE: �oP� p MM�^I< BACKFILL CONDITIONS TABLE FOR BASE SECTION TO BOTTOM OF EXIST 1. EXTEND CONCRETE AND STEEL WHEN d /J 2 Ua•:; S '�: .ir.!�: ;•N.+Si:;iV.•ge.: +'? ^ z✓:a.^:• ',Rti:nn'X4:.4:5 ^i' f!:'Y - .ir.:7.. ': ^..tY. >' ..:....:� . CHANNEL CONCRETE (TYP) d a CONCRETE SLAB OVERLAPS MULTIPLE PIPES. v, Q SPECIFIC BACKFILL REQUIREMENTS 4; >•:° -:53 =;.4.,7{`r •,°',. -. } *= `..Y..:t': :"r_,:: °5 >a: >,�ta =� -. 12" OR 18" W Y N0. 46482 m 60" I.D. HDPE PIPE (TYP) INV ELEVATION PER PLAN (SEE PIPE BACKFILL TABLE ON THIS SHEET) ® DIAL TOLL FREE Kimley -Horn all TYPICAL SECTION - CONDITION 3 A CONCRETE SLAB FOR SHALLOW COVER CONDITIONS civil- Kimler Horn and Associates, Inc. ©2019 Know what's below. AT LEAST Two DAYS NOT TO SCALE NOT TO SCALE 401 B Street, Suite 600, San Diego, California 92101 Gall before you dig. BEFORE YOU DIG Phone: 619.234.9411 / www.kimley— horn.com UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS MET MIKE KPA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOM APPROVED: CONSTRUCTION DETAILS CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 Fa'ivaiJ SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ` l;mwew 14321 -I AVE, 65 FEET WESTERLY OF THE CENTER OF THE ENGINEER DATE PLANNING �" "� STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. R.C.E. NO.: 46482 CITY ENGINEER RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER S aZl 5�2��20 ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR KIRK P. AMMERMAN EXP.: 06 -30 -2021 DATE DATE PLANNING CASE N0: 17 -272 DR /CDP SHEET 27 OF 48 Q rn N O 0 N 0 N C7 H I O 0 0 / w z g d z c� U) w 0 w 0 0 0 rn G! w Q �I 0 z N ►M 8" 4' CONSTRUCT OVERFLOW — OPENING PER SDRSD D -09, 18" DIA PIPE OPENING (TYP) 20.67' PLAN VIEW CONSTRUCT OVERFLOW OPENING PER SDRSD D -09, 18" DIA PIPE OPENING 3' TYP 8» 11- - . 6' (TYP) a 1' (TYP) 0511111111101 - 20.67' SECTION A —A z- - - 60 I.D. HDPE PIPE (TYP) 60" I.D. HDPE PIPE i I (TYP) I 36" MANHOLE FRAME AND COVER PER MANHOLE FRAME SDRSD M -3A WITH D COVER PER LOCKING DEVICE PER RSD M -3A (TYP) I I I SDRSD M -4 (TYP) 60" I.D. HDPE PIPE (TYP) I I U I I 0.67' 8 (TYP) I 4 #5 X 24" REBAR AT 30" O.C. -- -U - - -- I 1 — — — 36" MANHOLE FRAME AND COVER PER SDRSD M -3A (TYP) OVARIES PER PLAN A MODIFIED STORM DRAIN CLEANOUT TYPE A6 NOT TO SCALE I�� I I I I I I EXISTING TRIPLE CONSTRUCT OVERFLOW OPENING I I I I I I I 8'W X 4'H RCB PER SDRSD D -09, 18" DIA PIPE I I I I I I I OPENING (TYP II II II II PLAN VIEW MODIFIED STORM DRAIN CLEANOUT TYPE A8 CONNECTION TO EXIST CULVERT NOT TO SCALE m w Y NO. 46482 Z En • En ® DIAL TOLL FREE Kimley >>> Horn Kimley -Horn 8 1 1 0 I t,- and Associates, Inc. ©2019 Know what's below. AT LEAST TWO DAYS 401 B Street, Suite 600, San Diego, California 92101 Gall before you dig. BEFORE YOU DIG Phone: 619.234.9411 / www.kimley— horn.com UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DT -05 GNED BY: DRAWN B Y: CHECKED BY: CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIMET MKE KPA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 3.5» BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO� APPROVED: CONSTRUCTION DETAILS CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 ��wQ((% �/ew SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ENGINEER DATE ` 14321 -1 AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING �" "� STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. R.C.E. NO.: 46482 CITY ENGINEER RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER S aZl 5�2��20 ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR KIRK P. AMMERMAN EXP.: 06 -30 -2021 1 DATE DATE PLANNING CASE NO: 17 -272 DR /CDP SHEET 28 OF 48 N 0) 12 CD O N O N c� 0 vi I 0 0 O Cn w V) z n z C V) w 0 Q D D U) 0 0 O LLJ rn i G! Q �I 0 z In TRAFFIC SIGNAL GENERAL NOTES 1. PULL BOXES SHALL BE NO. 5, AND CONDUIT 3" UNLESS NOTED OTHERWISE. 2. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. 3. THE TRAFFIC SIGNAL CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PLAN PERMIT FROM THE CITY OF ENCINITAS PERMIT CENTER A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO START OF WORK. 4. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3" CONDUIT INSTALLED TO THE ADJACENT PULL BOX AND THE CONTROLLER FOUNDATION SHALL HAVE A SPARE 3" CONDUIT INSTALLED TO THE ADJACENT #6E PULL BOX FOR FUTURE USE. 5. THE TRAFFIC SIGNAL CONTRACTOR IS RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF LOOP DETECTORS, TRAFFIC STRIPING, PAVEMENT MARKINGS, PARKING REMOVAL, AND TRAFFIC SIGNING (EXCEPT "G" SERIES STREET NAME SIGNS) AS SHOWN ON THESE PLANS. A. THE TRAFFIC SIGNAL CONTRACTOR SHALL OBTAIN THE APPROVAL OF CITY RESIDENT ENGINEER OF THE LOOP LOCATION PRIOR TO CUTTING AND THE STRIPING, PAVEMENT MARKING, PARKING REMOVAL, AND SIGN LOCATIONS PRIOR TO PAINTING AND INSTALLATION. B. AFTER APPROVAL OF LOCATION, THE TRAFFIC SIGNAL CONTRACTOR SHALL WAIT A MINIMUM OF FIFTEEN (15) WORKING DAYS BEFORE PERMANENTLY REMOVING ANY PARKING, SO THAT ADVANCE NOTICE TO ADJACENT PROPERTY OWNERS CAN BE MADE BY THE CITY. C. THE TRAFFIC SIGNAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL UNNECESSARY AND CONFLICTING STRIPING AND PAVEMENT MARKING. 6. THE TRAFFIC SIGNAL CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARDS MORE THAN THREE (3) WEEKS PRIOR TO SCHEDULED TRAFFIC SIGNAL TURN ON. 7. CONTRACTOR SHALL PROVIDE ALL CABLING AND CONDUCTORS NECESSARY TO PERFORM ALL FUNCTION SHOWN ON THESE PLANS. 8. ALL POLES, CONDUIT, PULL BOXES, STRIPING AND LOOP DETECTOR LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE. ACTUAL LOCATIONS SHALL BE DETERMINED BY FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND AS DIRECTED BY THE CITY OF ENCINITAS. 9. ROUTING AND LOCATIONS OF UNDERGROUND ELECTRICAL SYSTEM IS DIAGRAMMATIC AND SUBJECT TO APPROVAL OF THE ENGINEER. UNDERGROUND ELECTRICAL LINES AND SUBSURFACE STRUCTURES MAY BE RELOCATED IF NECESSARY TO CLEAR OTHER EXISTING UNDERGROUND FACILITIES. 10. ALL TREES AND SHRUBS SHALL BE TRIMMED OR REMOVED AS DETERMINED BY THE CITY RESIDENT ENGINEER AS REQUIRED TO MAINTAIN SIGNAL HEAD VISIBILITY AND SIGHT DISTANCE. 11. ALL VEHICLE SIGNAL HEADS SHALL BE 12" LED WITH BACKPLATES. 12. ALL SIGNAL AND PEDESTRIAN INDICATIONS SHALL BE L.E.D. 13. PEDESTRIAN SIGNAL HEADS AND PUSH BUTTONS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL BE 16 "X18" L.E.D. COUNTDOWN INDICATIONS. PEDESTRIAN PUSH BUTTONS SHALL BE 2" PER ADA REQUIREMENTS. 14. CONTRACTOR TO PROVIDE APS FOR PROPOSED PUSH BUTTONS. 15. CONTRACTOR TO VERIFY STREET NAME SIGN DESIGNATIONS WITH CITY ENGINEER AND FIRE DEPARTMENT PRIOR TO ORDERING. 16. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIANS SIGNALS SHALL BE BLANK DURING FLASHING OPERATION. 17. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING AND STRIPING CONTRACTOR. 18. CONTRACTOR SHALL SUBMIT MATERIAL SUBMITTALS TO CITY FOR APPROVAL PRIOR TO ORDERING OF EQUIPMENT. 19. INSTALL TUNNEL SIGNAL VISORS FOR EAST FACING INDICATIONS TO BLOCK VISIBILITY OF SIGNAL INDICATION FOR RESIDENTS ON THE EAST SIDE OF THE INTERSECTION. HIGHWAY STYLE "E" SOLAR PANEL FOR DETAIL „A„ HIGHWAY STYLE "E" 8" U. C. x INSTALL I a SAN ELIJO DW PAVEMENT ♦ SAN ELIJO LAGOON N SURFACE VARIES DETAIL "B" NOT TO SCALE PROPOSED PHASE DIAGRAM ASSIGNMENT GROUP A GROUP B z x 1 UOT USED 12U Q in N SAN ELIJO DW SAN ELIJO LAGOON ♦ 2 12L T2- 7 & 8 3 VARIES 13U T2 -9 & 10 DETAIL „A„ HIGHWAY STYLE "E" 8" U. C. x INSTALL I a SAN ELIJO DW PAVEMENT ♦ SAN ELIJO LAGOON N SURFACE VARIES DETAIL "B" NOT TO SCALE PROPOSED PHASE DIAGRAM ASSIGNMENT GROUP A GROUP B z NOT USED 1 UOT USED 12U T2 -5 & 6 2 2 12L T2- 7 & 8 3 2 13U T2 -9 & 10 4 4 01 02 0j 0� N T3 -5 & 6 6 4 JET T3- 7 & 8 z NOT USED J3U I NOT USED 6 � T3 -11 & 12 9 b J6U T5 -9 & 10 EVA 2 J12U T9 -4 & COM 6 EVC 6 J12L 05 06 078 1130 Kimler Horn and A -Horn and Associates, Inc. ©2019 401 B Street, Suite 600, San Diego, California 92101 Phone: 619.234.9411 / www.kimley- horn.com CHANGE NO.1 DESCRIPTION SOLAR ASSEMBLY DETAIL NOT TO SCALE SIGN LEGEND: ®STA11 CROSSING Naafi For ftkW N.WT R10- 3b(R /L) 5 "X7j" LEFT TURN YIELD ON GREEN • �.Pvill 3EACON BEACON L ASSEMBLY K OF PLATE STRAP AND SADDLE MOUNTING METHOD YPE 15 -FBS POLE ,ND FOUNDATION (SEE ALTRANS STANDARD 'LANS, ES -7J) R10 -12 W3 -3 30 "X36" 36 "X36" APPROVED DATE BENCHMARK DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 ELEVATION: 18.56 DATUM: NAVD88 W16 -9P 24 "X12" ENGINEER 205' OUT 165' OUT EDGE OF PAVEMENT R/W /' 230' -E SA € LAGOON 0 9 p X30' R / W7 DETAIL R10 -3b(L) 00 165' OUT 145' OUT AS -BUILT APPROVALS DATE SENIOR ENGINEER DATE UBLIC WORk PLANNING REVIEWER INSPECTOR TRAFFIC SIGNAL NOTES ❑1 FURNISH AND INSTALL TYPE MODEL 352iATC ANODIZED ALUMINUM CABINET, WITH TWO INPUT FILES AND FOUNDATION COMPLETE PER CALTRANS STANDARD EC -3C, AND 2070ATC CONTROLLER AND OMNI PROGRAM PER CITY SPECIFICATIONS, WIRED FOR 8 -PHASE CAPABILITY. CABINET SHALL HAVE FRONT AND BACK INTERNAL LED LIGHT, FRONT AND REAR DOOR SWITCHES, PULL -OUT DOCUMENT DRAWER AND CITY SPECIFIC LOCKS. CABINET SHALL BE WIRED FOR RED MONITOR CAPABILITY. CABINET SHALL BE EQUIPPED WITH: NEW EDI 2212 CMUip CONFLICT MONITOR UNIT WITH AUXILIARY DISPLAY, NEW POLARA NAVIGATOR 2 -WIRE ASSEMBLY, NEW CISCO IE 4000 FIELD ETHERNET SWITCH, NEW OPTICOM MODEL 764 PHASE SELECTOR WITH GPS AND IR, NEW ALPHA FXM 1100 BATTERY BACKUP SYSTEM WITH SIDE - MOUNTED ENCLOSURE, 14' 13'/ / NEW 15" RACK -MOUNT PULL -OUT DOCUMENT DRAWER, NEW ITERIS VANTAGE NEXT VIDEO DETECTION SYSTEM INCLUDING PROCESSORS, EXTENSION MODULES, LCD MONITOR, SURGE SUPPRESSORS, AND ALL NECSSARY CABLING AND AUXILIARY EQUIPMENT TO MAKE SYSTEM FULLY FUNCTIONAL FOR THE INTENDED OPERATION. CONTRACTOR SHALL INCLUDE ALL EDGE OF PAVEMENT ACCESSORIES NECESSARY TO PROVIDE THE PHASING AND PERFORM ALL FUNCTIONS INDICATED ON THESE PLANS. o� 2' MIN O 4 W3 -3 R/W F2 FURNISH AND INSTALL TYPE III -BF SERVICE PEDESTAL AND FOUNDATION SIGNAL PER CALTRANS STANDARD PLAN ES -2E v W16 -9P / AND SDG &E REQUIREMENTS. PROVIDE 100A MAIN BREAKER AND 5CA -1P FOR METERED TRAFFIC SIGNAL, 15A -1P FOR UNMETERED IISNS, 20A -1P FOR UNMETERED SAFETY LIGHT CIRCUIT BREAKER. CONTRACTOR SHALL VERIFY ADDRESS, SERVICE LOCATION, AND REQUIREMENTS WITH SDG &E. 15 15' / P3 FURNISH AND INSTALL PEDESTRIAN BARRICADE PER CITY OF SAN DIEGO STANDARD DRAWING SDG -141. 6'X6' / / F4 FURNISH AND INSTALL SOLAR POWERED FLASHING BEACON WITH SIGN PER PLAN. TYPE AS DIRECTED BY CITY ENGINEER. TO N R/W � FURNISH AND INSTALL OPTICOM 721 EMERGENCY VEHICLE PREEMPTION (EVP) DETECTOR. ❑6 FURNISH AND INSTALL NEW POLARA iNAVIGATOR 2 -WIRE AUDIBLE ADA TYPE PEDESTRIAN PUSH BUTTON(S) WITH R10 -3b. I - - - [7 FURNISH AND INSTALL SIGN ON SIGNAL MAST ARM PER CALTRANS STANDARD PLANS ES -7N, DETAIL U. II [8 FURNISH AND INSTALL INTERNALLY ILLUMINATED STREET NAME SIGN ON TRAFFIC SIGNAL MAST ARM PER CITY I 10' 10 1p' I I STANDARDS. 19 FURNISH AND INSTALL VIDEO VEHICLE DETECTION CAMERA ON TRAFFIC SIGNAL OR LUMINAIRE MAST ARM. EXACT LOCATION OF CAMERA SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. INSTALL LIMIT LINE AND ADVANCE DETECTION AS SHOWN. o 9 I I I 10 CONTRACTOR TO POTHOLE AND VERIFY CLEARANCE AND EXISTENCE OF UNDERGROUND UTILITIES PRIOR TO INSTALLATION x- x F A 0 OF CIDH FOUNDATION. _ F 7 14' - 'A DRIVEWAY R/W 5 �7R/W 2 "C, 2 #6 (SIGNAL), 1 #8 GND, 2 #10 (LIGHTING), 2 #12 (IISNS) '--2 "C, 2 #6 (SIGNAL), 1 #8 GND \\-2 "C, 2 #10 (LIGHTING), 2 #12 (IISNS), 1 #8 GND r� PROPOSED BBS O- 16'/ ' / DETECTOR ASSIGNMENT DETECTOR PHASE SLOT FIELD TERMINAL 1 2 12U T2 -5 & 6 2 2 12L T2- 7 & 8 3 2 13U T2 -9 & 10 4 4 16U T4 -9 & 10 5 6 J2U T3 -5 & 6 6 6 JET T3- 7 & 8 / 6 J3U T3 -9 & 10 8 6 J3L T3 -11 & 12 9 8 J6U T5 -9 & 10 EVA 2 J12U T9 -4 & COM 6 EVC 6 J12L T9 -5 & COM 6 PPB 6 1130 T8- 7 & COM 9 PPB 8 113L T8 -8 & COM 9 w 7 3 QUADRANT DETAIL PEDESTRIAN PUSH BUTTON LOCATION (TOP VIEW) SIGNAL STANDARD PLACEMENT DIMENSIONS AND EQUIPMENT LOCATIONS NOT TO SCALE POLE SCHEDULE „A" LUMINARE PLACEMENT I VEH SIGNAL MTG PED SIGNAL CURB FACE REMARKS STREET NAME SIGN NO. ,i; I HGT I SIG. M.A. m o A G'G Z U POLE I MOUNTING 1 0 1 QUAD _8 9OfGs it < ¢ 1- D U N POLE - C B.C.R. T D U „B" A NOTE: FOR "A" AND "B" DIMENSIONS, SEE POLE 15' SCHEDULE OR AS DIRECTED BY ENGINEER 18.1' (TYPICAL SIGNAL POLE PLACEMENT, - UNLESS SHOWN ON PLANS) SIGNAL STANDARD PLACEMENT DIMENSIONS AND EQUIPMENT LOCATIONS NOT TO SCALE POLE SCHEDULE STANDARD LUMINARE PLACEMENT I VEH SIGNAL MTG PED SIGNAL PEDESTRIAN REMARKS STREET NAME SIGN NO. TYPE I HGT I SIG. M.A. LUM. M.A. LED A I B I MAST ARMI POLE I MOUNTING 1 0 1 QUAD 1- D U N POLE - C T D U POLE - D A 26 -4 -100 30' 45' 15' 111W -3.8' 18.1' MAS SV -1 -T - - - - MANCHESTER AVE B PPB 4' - - - 22.7' 2.7' - - - 06 1 - - - C 1 -A 10' - - - 6.3' 7.3' - - TP -2 -T 08 7 -- - - D 19 -4 -100 30' 30' 15' 111 W -37.3' 2.7' 3 -MAS SV -1 -T SP -1 -T 08 7 - F =12' DETAIL "A "/ "B- E 16 -2 -100 18.5' 20' - - 10.2' 5.0' MAS SV -1 -T - - - - MANCHESTER AVE F 24 -4 -100 30' 35' 15' 111 W 14.0' 11.1' 3 -MAS - - - - F =14' DETAIL "B "/ "A- G 1 -A 10' - - - - - - - TP -1 -T 06 5 - - - H 15 -FBS 18' - - - - - - - - - - - - 15 -17BS 18' - - - - - I - I - I - I - I - - - ALL EQUIPMENT IS NEW UNLESS OTHERWISE INDICATED. *CONTRACTOR SHALL POT HOLE POLE LOCATIONS PRIOR TO ORDERING POLES.' ALL VEHICLE HEADS SHALL BE 12" WITH BACKPLATES AND GLASS LENSES. GALVANIZED CIRCULAR ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. CONDUCTOR TABLE AWG SIZE OR CABLE TYPE P H q � P01 F OR CIRCUIT CONDUIT SIZE & RUN 3" Al 3" A2 3" A3 3" A4 2 -3" C 0 POLE - A - - N 3 C POLE - B 1- D U N POLE - C T D U POLE - D 0 R T POLE - E - - - - - S 2 0 POLE - R S POLE - G TOTAL CABLES - 1 1 2 1 2 2 3 4 4 NO 6 SIGNAL SERVICE NO 8 GROUND 1 1 1 1 1 NO 10 LIGHTING - 2 2 2 - NO 12 IISNS 2 2 2 2 - VIDEO DETECTION CABLE 1 2 1 2 4 6 PAIR NO.22 INTERCONNECT CABLE - - - - - EMERGENCY VEHICLE DETECTOR EV -DLC - - 2 2 2 TOTAL - - 2 2 2 PERCENT FILL 1 10% 157. 17% 23% 1 227. GRAPHIC SCALE IN FEET 0 10 20 40 u_ C IJ1MC D 1: uR MLB D 1: ���BLH [I. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO� APPROVED: TRAFFIC SIGNAL PLAN DATE: 04 -14 -2020 6_(wq,-d(7 44nwe SAN ELIJO WATER RECLAMATION FACILITY / STEVE NOWAK EDWARD J. WIMMER R.C.E. NO.: 62090 CITY ENGINEER 2695 MANCHESTER AVENUE S aZl al3 512120 ENCINITAS, CA 92007 JON M. COLLINS EXP.: 09 -30 -2021 1 DATE DATE IPLANNING CASE NO: 17 -272 DR /CDP C w NO. 62090 m m �r tr s q T C IV 0- F OF CA�-�F TS -01 DRAWING NO. 14321 -1 SHEET 29 OF 481 00 N 00 N (D N 0 N c� 0 U) I 0 (D Cn 0 / w U) z g w z c� Cn w 0 LL W U) 0 0 0 Ljj rn G! Q �I 0 z N SIGNING AND STRIPING GENERAL NOTES 1. INSTALLATION OF ALL STRIPING, SIGNS AND PAVEMENT MARKERS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2. ALL STRIPING AND SIGNING SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWING MANUALS: DESCRIPTION EDITION STANDARD SPECIFICATIONS FOR PUBLIC 2018 WORKS CONSTRUCTION (THE "GREENBOOK ") CALIFORNIA MANUAL ON UNIFORM 2014 TRAFFIC CONTROL DEVICES (CA MUTCD) 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE CITY ENGINEER PRIOR TO INSTALLATION AND /OR REMOVAL. 4. CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPING, PAVEMENT MARKINGS, AND LEGENDS BY SANDBLASTING AND /OR GRINDING WITH THE SEAL. ANY DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 5. SIGN POSTS SHALL BE INSTALLED WITH SQUARE PERFORATED STEEL TUBING WITH A BREAKAWAY BASE PER CITY OF SAN DIEGO STANDARD DRAWING M -45. 6. ALL SIGNS SHOWN ON THE STRIPING AND SIGNING PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR, EXCEPT FOR EXISTING SIGNS SPECIFICALLY INDICATED TO BE RELOCATED OR TO REMAIN. 7. STRIPED CROSSWALKS SHALL HAVE AN INSIDE DIMENSION OF 10 FEET UNLESS INDICATED OTHERWISE. 8. ALL LIMIT LINES /STOP LINES, CROSSWALK LINES, PAVEMENT LEGENDS, AND ARROWS (EXCEPT WITHIN BIKE LANES) SHALL BE THERMOPLASTIC. 9.THE CONTRACTOR SHALL NOTIFY THE CITY TRAFFIC ENGINEER AT (760) 943 -2211 A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO AND UPON COMPLETION OF STRIPING AND SIGNING. MqN� R1 -1 9 Z R1 -3P SAN EL1,JO AVE 9 1 W5 -1 L =150'( 22 LU (� "STOP "�I� Z Of J LU "AHEAD" 5 U 0 (14 �) Q m ___j (135 W - LLrU^ vJ LJ SG32(R)(CA)(MOD) Ell L =65' (29 - 2 q �F 9 R1 -1 R1 -3P W1 -5 W13-1P L2 W3-1E 9 L =20' C \\ F X x x x ,xfx x K 60' OPENING 10 rIC7A 39 PER CALTRANS RD PLAN A20D 0 VV r'I1 I G P'HIIV I R1 -1 R1 -3P ft DETAIL 39A PER CALTRANS STANDARD PLAN A20D ;ALTRANS A ?OO TYPICAL DIAGONAL BUFFER HATCHING AND END MARKING DETAIL NOT TO SCALE g R3 -4 R82A(CA)(MOD) MANCHESTER AVE >Q LU > N1 of I 21 L =70' " 3 L =14' M,�4> 4 3 L =30' % ,..� 39A L =50' / r r ins 4 6, nT 10' ig x x x -X x TS �c�if�ii x xjx 10' 10' x x x x x x x x x x x x x x x 6' 38 =35' 2 I_t I 5 11' 11' Oz =0 J 0 LU U, R2 -1(40) 38) L =50' SG32(LT)(CA)(MOD) AL= 3 x x x xR x x x 2 " 2 22 L =110' 3115' 21 )L =35' 60' OPENING JR3 -4 R82A(CA)(MOD) W2 -1 32)L=375' L =290' 3' VARIES (10' -15') SEE PLAN THERMOPLASTIC WHITE CONTINENTAL CROSSWALK �2 INTERSECTION CROSSWALK CONTINENTAL CROSSWALK DETAIL NOT TO SCALE MqN T tiFs FRq� 0� 's CONSTRUCTION NOTES 21 ❑1 R82A(CA)(MOD) MATCH EXISTING STRIPING. 24"X18" INSTALL NO PASSING ZONES —TWO DIRECTION (DETAIL 22) 22 REMOVE EXISTING CONFLICTING STRIPING OR PAVEMENT MARKINGS BY SANDBLASTING. INSTALL RIGHT EDGELINE (DETAIL 27B) PER CALTRANS [3 STD. PLAN A20B. FURNISH AND INSTALL 12" THERMOPLASTIC LIMIT LINE. INSTALL MEDIAN ISLAND PATTERN (DETAIL 29) PER CALTRANS STD. PLAN A20B. INSTALL HIGHER VISIBILITY CROSSWALK (CONTINENTAL) PER CALTRANS STD. PLAN A24F. INSTALL THERMOPLASTIC TWO —WAY TURN LANE LEFT —EDGE 55 LINE WITH PAVEMENT MARKERS (DETAIL 32) PER INSTALL THERMOPLASTIC PAVEMENT MARKING SYMBOL. CALTRANS STD. PLAN A20B. 38 INSTALL CHANNELIZING LINE (DETAIL 38) PER FURNISH AND INSTALL DIAGONAL BUFFER HATCHING PER DETAIL THIS SHEET. CALTRANS STD. PLAN A20D. 39 7 ❑ REMOVE AND SALVAGE EXISTING SIGN. 39A �8 PROPOSED FLASHING BEACON PER TRAFFIC SIGNAL PLAN. TS I9 X x x x EXISTING SIGN TO REMAIN. LEGEND 21 INSTALL NO PASSING ZONES —TWO DIRECTION (DETAIL 21) R82A(CA)(MOD) CALTRANS STD. PLAN A20A. 24"X18" INSTALL NO PASSING ZONES —TWO DIRECTION (DETAIL 22) 22 CALTRANS STD. PLAN A20A. INSTALL RIGHT EDGELINE (DETAIL 27B) PER CALTRANS 27B STD. PLAN A20B. 29 INSTALL MEDIAN ISLAND PATTERN (DETAIL 29) PER CALTRANS STD. PLAN A20B. INSTALL THERMOPLASTIC TWO —WAY TURN LANE LEFT —EDGE 32 LINE WITH PAVEMENT MARKERS (DETAIL 32) PER CALTRANS STD. PLAN A20B. 38 INSTALL CHANNELIZING LINE (DETAIL 38) PER CALTRANS STD. PLAN A20D. 39 INSTALL BIKE LANE LINE (DETAIL 39) PER CALTRANS STD. PLAN A20D. 39A INSTALL INTERSECTION LINE BIKE LANE (DETAIL 39A) PER CALTRANS STD. PLAN A20D. TS TRAFFIC SIGNAL X x x x SANDBLAST EXISTING STRIPING TYPE IV (L) ARROW PER CALTRANS STD. PLAN A24A. �- BIKE LANE ARROW PER CALTRANS STD. PLAN A24A. BIKE LANE SYMBOL WITH PERSON PER CALTRANS STD. PLAN A24C. XX' PROPOSED LANE WIDTH (XX') EXISTING LANE WIDTH crs "STOP" PAVEMENT MARKING PER CALTRANS A24D v "AHEAD" PAVEMENT MARKING PER CALTRANS A24D ❑ SLURRY SEAL SIGN LEGEND: R3 -4 24 "X24" 15 M.P.H. W13-1P 18 "X18" LAGOON VISITOR CENTER SG32(LT)(CA)(MOD) 42 "X24" R1 -1 36 "X36" ALL WAY R1 -3P 18 "X6" \::IA W2 -1 36 "X36" W3 -1 36 "X36" ' ROAD\ ARROWS W5 -1 48 "X48" SPEED LIMIT 40 R2 -1(40) 24 "X30" W1 -5(R) 36 "X36" M 6AM-10AM 10AM LAGOON VISITOR CENTER R82A(CA)(MOD) SG32(R)(CA)(MOD) 24"X18" 42"X24" C m NO. 62090 w m ® DIAL TOLL FREE Kimle >>> Horn Kimley -Horn 8 1 1 GRAPHIC SCALE IN FEET s��F Ff CA O Y 0 AT LEAST TWO DAYS O 20 40 80 and Associates, Inc. 02019 Know what's below. 401 B Street, Suite 600, San Diego, California 92101 Call before you dig. BEFORE YOU DIG Phone: 619.234.9411 WWW.klmey- hOrn.COm UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA P -01 DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS JMC MLB BLH ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO� APPROVED: SIGNAGE & STRIPING PLAN CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS /'/' DATE: 04 -14 -2020 ��wQ,�(�j Wow SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ENGINEER DATE 14321 -1 AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING � J�� At STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. — W R.C.E. NO.: 62090 CITY ENGINEER RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER S' aZl ' 5/2/20 ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR JON M. COLLINS EXP.: 09 -30 -2021 DATE DATE PLANNING CASE N0: 17 -272 DR /CDP SHEET 30 OF 48 00 0 0 0 N 0 N U-) c� 0 J I 0 0 0 / w V) z n z c� U) w 0 Q LL w 0 0 0 rn G! w Q �I 0 z N Y R/W I �I LLI U) LLJ UI Q MEN R1 I 1 I I I I 1 I R/W 24C IIcY. a'J I 4' A,. APN 261 -19 -109 STA: 20 +18.99 OFF: 10.081T 0 SEJPA - ENTRANCE 0 0�1 — SERVICE PEDESTAL, SEE TRAFFIC SIGNAL PLANS APN 261 -29 -057 R/W 4. APN 261 -20 -036 I A:21 +62.69 OFF:12.26'LT R/W J � � 1 PROPOSED TRAIL EASEMENT DOC# 2020 ----- 1 � CKT 1/3 APN 261-01-013 /,/--R /W / PROPOSED WETLAND BUFFER OPEN SPACE EASEMENT DOC# 2020 __________ NO CONSTRUCTION STAGING OR ANY CONSTRUCTION ACTIVITY PERMITTED WITHIN WETLAND BUFFER OPEN SPACE EASEMENT ESA � 2 i i CKT 2/4 j i SEJPA TRAIL � / l2 sfn �0 <� sti LEGEND PROPOSED PEDESTRIAN SCALE LIGHT C3 PROPOSED PULL BOX LIGHTING NOTES ❑ FURNISH AND INSTALL PEDESTRIAN LIGHT WITH 16' STERNBERG LIGHTING 4" SQUARE STREET POLE (SSS16F400P3- 2403- 4 /UB). FURNISH AND INSTALL CIDH FOUNDATION PER DETAIL ON LT -04. LUMINAIRE SHALL BE STERNBERG LIGHTING MILLENIA MODEL ( PT— ML640— SV2- 60L27T2— F— MDL03 —HSS), OR APPROVED EQUIVALENT WITH TWIST LOCK RECEPTACLE WITH PHOTOCELL, 60 LEDS, FRONT DISTRIBUTION ORIENTATION, 350mA, 120 -277V DRIVER, TYPE II DISTRIBUTION, 5100 LUMENS MINIMUM, 2700K WARM WHITE, HOUSE SIDE SHIELD. E2 FURNISH AND INSTALL 3.5 PULL BOX. CONDUIT SCHEDULE CONDUIT WIRE s. REMARKS RUN NUMBER SIZE POWER GROUND Al 2" 2 #8 1#8 PEDESTRIAN LIGHTING 2 2" 4#8 r ' PEDESTRIAN LIGHTING CB VA 24C IIcY. a'J I 4' A,. APN 261 -19 -109 STA: 20 +18.99 OFF: 10.081T 0 SEJPA - ENTRANCE 0 0�1 — SERVICE PEDESTAL, SEE TRAFFIC SIGNAL PLANS APN 261 -29 -057 R/W 4. APN 261 -20 -036 I A:21 +62.69 OFF:12.26'LT R/W J � � 1 PROPOSED TRAIL EASEMENT DOC# 2020 ----- 1 � CKT 1/3 APN 261-01-013 /,/--R /W / PROPOSED WETLAND BUFFER OPEN SPACE EASEMENT DOC# 2020 __________ NO CONSTRUCTION STAGING OR ANY CONSTRUCTION ACTIVITY PERMITTED WITHIN WETLAND BUFFER OPEN SPACE EASEMENT ESA � 2 i i CKT 2/4 j i SEJPA TRAIL � / l2 sfn �0 <� sti LEGEND PROPOSED PEDESTRIAN SCALE LIGHT C3 PROPOSED PULL BOX LIGHTING NOTES ❑ FURNISH AND INSTALL PEDESTRIAN LIGHT WITH 16' STERNBERG LIGHTING 4" SQUARE STREET POLE (SSS16F400P3- 2403- 4 /UB). FURNISH AND INSTALL CIDH FOUNDATION PER DETAIL ON LT -04. LUMINAIRE SHALL BE STERNBERG LIGHTING MILLENIA MODEL ( PT— ML640— SV2- 60L27T2— F— MDL03 —HSS), OR APPROVED EQUIVALENT WITH TWIST LOCK RECEPTACLE WITH PHOTOCELL, 60 LEDS, FRONT DISTRIBUTION ORIENTATION, 350mA, 120 -277V DRIVER, TYPE II DISTRIBUTION, 5100 LUMENS MINIMUM, 2700K WARM WHITE, HOUSE SIDE SHIELD. E2 FURNISH AND INSTALL 3.5 PULL BOX. CONDUIT SCHEDULE CONDUIT WIRE PEDESTRIAN LIGHTING REMARKS RUN NUMBER SIZE POWER GROUND Al 2" 2 #8 1#8 PEDESTRIAN LIGHTING 2 2" 4#8 1#8 PEDESTRIAN LIGHTING z GRAPHIC SCALE IN FEET 0 10 20 40 PANEL: PEDESTRIAN LIGHTING VOLTAGE: PHASE, WIRES: SCCR (AMPS): SOURCE: 120/240 10, 3W 42,000 UTILITY PANEL BUS: MAIN: 100 100 AMPS BREAKER DESCRIPTION VA CB CKT A B CKT CB VA DESCRIPTION PEDESTRIAN LIGHTING (8 LIGHTS) 280.0 20/2 1 2.3 2 20/2 280.0 PEDESTRIAN LIGHTNING (8 LIGHTS) 280.0 3 2.3 4 280.0 EMPTY 5 0.0 6 • EMPTY EMPTY 7 m 0.0 8 ' EMPTY EMPTY 9 0.0 10 DIAL TOLL FREE EMPTY EMPTY 11 0.0 1 12 AS 1T1 1 EMPTY EMPTY 13 0.0 14 Know what's below. AT LEAST DAYS BEFORE YOU DIG EMPTY EMPTY 15 0.0 16 0111 before you dig. EMPTY EMPTY 17 0.0 Phone: 619.234.9411 www.kimley 18 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA EMPTY EMPTY 19 LT-0 1 0.0 20 DESCRIPTION EMPTY EMPTY BENCHMARK AS -BUILT APPROVALS 21 1 0.0 22 ENGINEERING DIVISION APPROVALS EMPTY EMPTY MLB 23 1 0.0 24 JEMPTY T—OLTALSI 2.3 1 2.3 JAMPS LOAD CALCULATIONS: SUBTOTAL (VA): +25% PER NEC (VA): TOTAL (VA): 1120 280 1400 @ 240V, 10 = 5.9 AMPS DATE z GRAPHIC SCALE IN FEET 0 10 20 40 w NO. 84337 m • m ' DIAL TOLL FREE Kimle >>> Horn Y -Horn AS 1T1 �� Civil— O���P F of CAS �F 0 and Associates, Inc. 02019 and A Know what's below. AT LEAST DAYS BEFORE YOU DIG 401 B Street, Suite 600, San Diego, California 92101 0111 before you dig. Phone: 619.234.9411 www.kimley — horn.com UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA LT-0 1 CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DESIBLH DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. MLB JMC DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 04 -14 -2020 RECO� APPROVED: ��wa� (,�/ �Nr mew LIGHTING PLAN SAN ELIJO WATER RECLAMATION FACILITY 14321 -I PUBLIC WORKS ENGINEER DATE AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING ��� R.C.E. NO.: 84337 STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 ELEVATION: 18.56 DATUM: NAVD88 '� BRIAN L. HERTI G EXP.: 09 -30 -2021 s, �� , DATE CITY ENGINEER S /2/20 DATE ENCINITAS, CA 92007 PLANNING CASE NO: 17 -272 DR /CDP REVIEWER SENIOR ENGINEER DATE INSPECTOR SHEET 31 OF 48 -R /W / STA: 23 +09.59 ESA — — / ^T 113 / OFF: 12.49 LT 2 / 2 2 \ / CO — — — ^ — — _ -- - - - -- — _ -- W _ W - Cn _ IUj J U PROPOSED OPEN SPACE EASEMENT DOC# 2020_____ W W 2 U) 1 :1z ESA CKT 2/4 / �` �� /\ = 2 / 2 —� CKT 1, (D / STA: 27 +68.89 OFF:21.06'LT LLJ m Q W — — — LU 28 SEJPA TRAIL q 29 W Z J 2 U � J CKT 2/4 PROPOSED OPEN SPACE EASEMENT If STA: 24 +75.29 DOC# 2020_____ OFF: 20.56'LT CKT 1/3 2 STA: 26 +13.60 OFF:13.78'LT F 1 rl � 11 Z co ESA co 1 / /3 STA: 29 +27.87 t\ f OFF:21.85'LT 2 ~�� —�� CKT 2/4- 2 2 rn � POC IDENTIFIED BY SEJPA f EXIST. BUILDING �f L_J PROPOSED TRAIL EASEMENT DOC# 2020_____ \\ SDG &E ESMT \\ DOC #67819 \\ \ 2 STA: 30 +67.80 1 OFF:13.21'LT \ \ ESA CKT 1 /3 —„ STA: 32 +26.09 2 \� - - -- - -� \ \ OFF:14.30 LT 777 7 PROPOSED TRAIL EASEMENT DOC# 2020_____ \ 32 M M LU W U) LL LU J W O Q W LU G7 LU Z J 2 U LEGEND PROPOSED PEDESTRIAN SCALE LIGHT C3 PROPOSED PULL BOX LIGHTING NOTES ❑ FURNISH AND INSTALL PEDESTRIAN LIGHT WITH 16' STERNBERG LIGHTING 4" SQUARE STREET POLE (SSS16F400P3- 2403- 4 /UB). FURNISH AND INSTALL CIDH FOUNDATION PER DETAIL ON LT -04. LUMINAIRE SHALL BE STERNBERG LIGHTING MILLENIA MODEL ( PT- ML640- SV2- 60L27T2- F- MDL03 -HSS), OR APPROVED EQUIVALENT WITH TWIST LOCK RECEPTACLE WITH PHOTOCELL, 60 LEDS, FRONT DISTRIBUTION ORIENTATION, 350mA, 120 -277V DRIVER, TYPE II DISTRIBUTION, 5100 LUMENS MINIMUM, 2700K WARM WHITE, HOUSE SIDE SHIELD. E2 FURNISH AND INSTALL 3.5 PULL BOX. ❑ FURNISH AND INSTALL 6 W/ EXT PULL BOX. GRAPHIC SCALE IN FEET 0 10 20 40 w NO. 84337 m • m ' DIAL TOLL FREE Horn -Horn 8IKimle 9T F oC f 1 V o AIL �� F and A ssociates, Inc. 02019 Know what's s below. AT LEAST TWO DAYS BEFORE YOU DIG 401 B Street, Suite 600, San Diego, California 92101 Call before you dig. Phone: 619.234.9411 / www.kimley— horn.com UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA LT -02 CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. BLH MLB JMC DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 04 -14 -2020 RECO� APPROVED: �i�iva�ci(% ��ryrew LIGHTING PLAN SAN ELIJO WATER RECLAMATION FACILITY 14321 -I PUBLIC WORKS ENGINEER DATE AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING ��� R.C.E. NO.: 84337 STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 ELEVATION: 18.56 DATUM: NAVD88 BRIAN L. HERTI G EXP.: 09 -30 -2021 s, �� , 1 DATE CITY ENGINEERS /2/20 DATE ENCINITAS, CA 92007 IPLANNING CASE NO: 17 -272 DR /CDP REVIEWER SENIOR ENGINEER DATE INSPECTOR SHEET 32 OF 48 I— J N ESA \ l W LU J i U) 2 i�v� �- -�� ESA = 2 1 PROPOSED OPEN SPACE EASEMENT (D CKT 2/4 / / DOC# 2020 - - -- - - - - - rvo LEGEND tf PROPOSED PEDESTRIAN SCALE LIGHT C3 PROPOSED PULL BOX Uj LU co LIGHTING NOTES W W CO G7 2 Iry LU i O im Q W W Cf) W Z 2 U Q / / J I / r / t - -� -__ 7PROPOSED ESA PROPOSED TRAIL EASEMENT - - - DOC# 2020_____ OPEN SPACE EASEMENT DOC# 2020_____ - - - �- i / 38 / / U CKT 1/3 STA: 38 +36.70 OFF:8.96'RT STA: 39 +88.82 OFF: 8.96'RT J� U \ CKT 2/4 2 1 DOC# 2020_____ R/W I Irf2l u CKT 1/3 STA: 40 +86.81 OFF:10.99'LT /2\ ❑ 1 FURNISH AND INSTALL PEDESTRIAN LIGHT WITH 16' STERNBERG LIGHTING 4" SQUARE STREET POLE (SSS16F400P3- 2403- 4 /UB). FURNISH AND INSTALL CIDH FOUNDATION PER DETAIL ON LT -04. LUMINAIRE SHALL BE STERNBERG LIGHTING MILLENIA MODEL ( PT- ML640- SV2- 60L27T2- F- MDL03 -HSS), OR APPROVED EQUIVALENT WITH TWIST LOCK RECEPTACLE WITH PHOTOCELL, 60 LEDS, FRONT DISTRIBUTION ORIENTATION, 350mA, 120 -277V DRIVER, TYPE II DISTRIBUTION, 5100 LUMENS MINIMUM, 2700K WARM WHITE, HOUSE SIDE SHIELD. [2 FURNISH AND INSTALL 3.5 PULL BOX. W W = APN (n 261 -28 -003 C/) ~ -- -- FR /W- - -- 2 C� ......:.:.:....... - / MATCH CALTRANS NORTH r SEJPA TRAIL / COAST PROJECT W 4A L -+ / \ Q / \ Q � GRAPHIC SCALE IN FEET 4 W \ \ CKT 2/4 0 10 20 40 W 1 W Z - — — — — QPpFESg/p � UJ STA: 41 +98.51 OFF:10.05'RT m Z NO. 84337 m DIAL TOLL FREE PROPOSED TRAIL EASEMENT \\ NORTH 15. Kimle>>> Horn Kimley -Horn � 1 1 Doc# 2020_____ ���lll s�'�F Ff CA �F °��`� �I and Associates, Inc. ©2019 Know what's below. AT LEAST Two DAYS 401 B Street, Suite 600, San Diego, California 92101 Call before you dig. BEFORE YOU DIG Phone: 619.234.9411 www.kimley — horn.com UNDERGROUND SERVICE ALERT OF SOUTHERN cnuEORNia F LT-03 DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS BLH MLB JMC ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO� APPROVED: LIGHTING PLAN CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04-14-2020, �ilwawcl �j SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER � mey- AVE, 65 FEET WESTERLY OF THE CENTER OF THE ENGINEER DATE PLANNING STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE 14321 -I NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. R.C.E. NO.: 84337 RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER s, �� , CITY ENGINEER ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR BRIAN L. HERTI G EXP.: 09 -30 -2021 DATE DATE PLANNING CASE NO: 17 -272 DR /CDP SHEET 33 OF 48 / / / / / / / / / / / 38 / / U CKT 1/3 STA: 38 +36.70 OFF:8.96'RT STA: 39 +88.82 OFF: 8.96'RT J� U \ CKT 2/4 2 1 DOC# 2020_____ R/W I Irf2l u CKT 1/3 STA: 40 +86.81 OFF:10.99'LT /2\ ❑ 1 FURNISH AND INSTALL PEDESTRIAN LIGHT WITH 16' STERNBERG LIGHTING 4" SQUARE STREET POLE (SSS16F400P3- 2403- 4 /UB). FURNISH AND INSTALL CIDH FOUNDATION PER DETAIL ON LT -04. LUMINAIRE SHALL BE STERNBERG LIGHTING MILLENIA MODEL ( PT- ML640- SV2- 60L27T2- F- MDL03 -HSS), OR APPROVED EQUIVALENT WITH TWIST LOCK RECEPTACLE WITH PHOTOCELL, 60 LEDS, FRONT DISTRIBUTION ORIENTATION, 350mA, 120 -277V DRIVER, TYPE II DISTRIBUTION, 5100 LUMENS MINIMUM, 2700K WARM WHITE, HOUSE SIDE SHIELD. [2 FURNISH AND INSTALL 3.5 PULL BOX. W W = APN (n 261 -28 -003 C/) ~ -- -- FR /W- - -- 2 C� ......:.:.:....... - / MATCH CALTRANS NORTH r SEJPA TRAIL / COAST PROJECT W 4A L -+ / \ Q / \ Q � GRAPHIC SCALE IN FEET 4 W \ \ CKT 2/4 0 10 20 40 W 1 W Z - — — — — QPpFESg/p � UJ STA: 41 +98.51 OFF:10.05'RT m Z NO. 84337 m DIAL TOLL FREE PROPOSED TRAIL EASEMENT \\ NORTH 15. Kimle>>> Horn Kimley -Horn � 1 1 Doc# 2020_____ ���lll s�'�F Ff CA �F °��`� �I and Associates, Inc. ©2019 Know what's below. AT LEAST Two DAYS 401 B Street, Suite 600, San Diego, California 92101 Call before you dig. BEFORE YOU DIG Phone: 619.234.9411 www.kimley — horn.com UNDERGROUND SERVICE ALERT OF SOUTHERN cnuEORNia F LT-03 DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS BLH MLB JMC ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO� APPROVED: LIGHTING PLAN CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04-14-2020, �ilwawcl �j SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER � mey- AVE, 65 FEET WESTERLY OF THE CENTER OF THE ENGINEER DATE PLANNING STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE 14321 -I NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. R.C.E. NO.: 84337 RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER s, �� , CITY ENGINEER ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR BRIAN L. HERTI G EXP.: 09 -30 -2021 DATE DATE PLANNING CASE NO: 17 -272 DR /CDP SHEET 33 OF 48 co 0 0 O N O N U") C.� J I 0 0 0 / w V) z n z c� V) w 0 Q LL w 0 0 O rn G! w Q �I 0 z N FOUNDATION DETAIL NOT TO SCALE CIDH FOUNDATION , 30" 3RADE .DED HOOPS © 6" STERNBERG LIGHTING MILLF"" A kAnnri (PT— ML640— SV2- 60L27T2 —F —N OR APPRC PROVIDE FACTORY INSTAL HOUSE SHIELD ON ALL FIXTUI HAN FF TYPICAL POLE DETAIL NOT TO SCALE w NO. 84337 m m ® DIAL TOLL FREE Kimle >>> Horn Y -Horn ASO lT l �� C f V 1L o���P F of CAS �F 0 and Associates, Inc. 02019 and A Know what's below. AT LEAST DAYS BEFORE YOU DIG 401 B Street, Suite 600, San Diego, California 92101 0111 before you dig. Phone: 619.234.9411 / www.kimley— horn.com UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 7LT-04 CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. BLH MLB JMC DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECWOK APPROVED: LIGHTING DETAIL CONCRETE SLAB E ON THE N PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER PUBLIC WORKS DATE: 04 -14 -2020 i�hte� LGUjaf-w 67 W' SAN ELIJO WATER RECLAMATION FACILITY 14321 ENGINEER DATE -I AVE, 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. PLANNING ��� R.C.E. NO.: 84337 STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE "1044" REVIEWER CITY ENGINEER 5/220 RECORD FROM: POINT PER ROS 18416 ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR BRIAN L. HERTI G EXP.: 09 -30 -2021 DATE DATE PLANNING CASE NO: 17 -272 DR /CDP SHEET 34 OF 48 GENERAL NOTES: 1. THE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND THE MOST CURRENT EDITION OF THE APPLICABLE CITY AND /OR REGIONAL STANDARDS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN COPIES OF THESE STANDARDS, SPECIFICATIONS AND DRAWINGS, AS WELL AS ALL OTHER STANDARDS AND SPECIFICATIONS WHICH MAY BE NECESSARY TO COMPLETE AND ACCURATELY INTERPRET THESE PLANS. 2. ALL QUANTITIES LISTED IN THE LANDSCAPE SCHEDULE ARE FOR THE CONVENIENCE OF THE CONTRACTOR. IN THE CASE OF ANY DISCREPANCIES, PLANS SHALL OVER RIDE THE LANDSCAPE AND BID SCHEDULE QUANTITIES. CONTRACTOR SHALL VERIFY QUANTITIES SHOWN ON THE PLANS AND BASE THEIR BID ACCORDINGLY. 3. RESPONSIBILITY FOR ESTABLISHING SUBGRADES IS NOT INCLUDED IN THIS WORK. INSPECT SUBGRADES PRIOR TO COMMENCING WORK TO CONFIRM SUBGRADE DEPTHS AND GRADES. ADVISE LANDSCAPE ARCHITECT OF DISCREPANCIES WITH DRAWINGS OR SPECIFICATIONS. ALL PLANTING AREAS SHALL BE LEFT FREE OF CONSTRUCTION DEBRIS AND /OR TOXIC MATERIAL AND SUBGRADED TO A LEVEL TO PERMIT LANDSCAPE CONSTRUCTION. TRENCHES OR OTHER FILLED EXCAVATIONS SHALL BE COMPACTED PRIOR TO LANDSCAPE INSTALLATION. 4. SITE GRADING NECESSITATED BY THE WORK AS IT PROGRESSES AND NOT SPECIFICALLY CALLED OUT ON THE PLANS WILL BE CONSIDERED INCIDENTAL WORK. 5. ALL LANDSCAPE AREAS SHALL BE UNIFORMLY GRADED SO THAT FINISHED SURFACES CONFORM TO THE TYPICAL SECTIONS AND PROPOSED GRADES SHOWN. FINISHED SURFACES SHALL BE REASONABLY SMOOTH, COMPACTED, AND FREE FROM IRREGULAR SURFACE DRAINAGE. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING THE FINISH GRADE AND SHALL BEAR FINAL RESPONSIBILITY FOR PROPER SURFACE DRAINAGE OF PLANTED AREAS. 6. PRIOR TO COMMENCEMENT OF ANY WORK, DETERMINE LOCATION OF ALL UNDERGROUND UTILITIES THROUGH '811' OR OTHER METHOD AND PERFORM WORK IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE. HAND EXCAVATE, AS REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES CAUSED AS A RESULT OF HIS WORK. 7. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO VERIFY THE PRESENT LOCATION OF ANY AND ALL EXISTING OVERHEAD AND /OR UNDERGROUND UTILITIES THAT MAY INTERFERE WITH THIS CONSTRUCTION, WHETHER OR NOT SAID UTILITIES ARE SHOWN ON THE CONSTRUCTION PLANS FOR THIS PROJECT AND TO ADEQUATELY PROTECT AND MAINTAIN ANY SUCH UTILITIES. 8. EXCAVATE PITS, AS SHOWN ON DRAWINGS AND DETAILS. LOOSEN HARD SUBSOIL IN BOTTOM OF EXCAVATION. TEST DRAINAGE OF TREE, SHRUB AND PLANT PITS BY FILLING WITH WATER TWICE IN SUCCESSION. CONDITIONS PERMITTING THE RETENTION OF WATER IN PLANTING PITS FOR MORE THAN TWENTY -FOUR (24) HOURS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. SUBMIT IN WRITING A PROPOSAL FOR THE CORRECTION TO THE OWNER'S REPRESENTATIVE FOR APPROVAL BEFORE PROCEEDING WITH WORK. 9. IF ROCK, UNDERGROUND CONSTRUCTION, ADVERSE DRAINAGE CONDITIONS, OR OTHER OBSTRUCTIONS ARE ENCOUNTERED IN EXCAVATION FOR PLANTING OF ANY PLANT MATERIAL, NOTIFY THE OWNER'S REPRESENTATIVE. NEW LOCATIONS MAY BE SELECTED BY THE OWNER'S REPRESENTATIVE, OR INSTRUCTIONS MAY BE ISSUED TO DIRECT REMOVAL OF OBSTRUCTION. PROCEED WITH WORK ONLY AFTER APPROVAL OF THE OWNER'S REPRESENTATIVE. 10. DO NOT MAKE SUBSTITUTIONS. IF SPECIFIED LANDSCAPE MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON- AVAILABILITY FROM AT LEAST FIVE SOURCES TO THE OWNER'S REPRESENTATIVE, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL FOR FINAL APPROVAL. 11. ALL PLANT MATERIAL AND SPECIFICATIONS TO CONFORM TO THE AMERICAN STANDARD FOR NURSERY STOCK STANDARDS UNLESS OTHERWISE NOTED. 12. LAY OUT INDIVIDUAL TREE AND PLANT LOCATIONS AND AREAS FOR MULTIPLE PLANTINGS, STAKE LOCATIONS AND OUTLINE AREAS AND SECURE THE OWNER'S REPRESENTATIVE'S ACCEPTANCE BEFORE START OF PLANTING WORK. MAKE MINOR ADJUSTMENTS AS MAY BE DIRECTED. 13. ALL PLANT PITS SHALL BE AMENDED AS SPECIFIED, UNLESS A SITE SPECIFIC SOIL TEST INDICATES OTHERWISE. BACKFILL MIX SHALL BE PLACED IN 6" LIFTS AND TAMPED INTO PLACE AROUND THE PLANT. NO TRANSPLANTING SHALL BE DONE WHEN SOIL IS EXCESSIVELY WET. DO NOT COUNTERSINK AROUND CACTI OR SUCCULENTS. PROVIDE POSITIVE DRAINAGE AWAY FROM PLANT. 14. ALL SHRUBS AND ACCENTS SHALL BE PLANTED A MINIMUM OF 36 ", AND ALL GROUNDCOVERS 18" FROM EDGE OF CURBS, WALKS, WALLS, PADS, ETC., UNLESS DIRECTED OTHERWISE BY THE LANDSCAPE ARCHITECT. 15. ALL SHRUBS SHALL HAVE A FULL HEAD THAT COVERS THE CAN DIAMETER (CAN FULL) AND A MINIMUM OF THREE STEMS /BRANCHES. 16. FINISH GRADE FOR PLANTED AREAS SHALL BE 1" BELOW ALL CURBS, WALKS AND PAVING WITH SMOOTH EVEN LINES AT EDGES OF STRUCTURES. 17. FINISH LANDSCAPE GRADES SHALL SLOPE AT A 2% GRADE AWAY FROM CURBS, WALKS, AND WALLS. 18. ALL LANDSCAPE AREAS SHALL RECEIVE A 3" DEPTH OF WOOD BARK MULCH, AS SHOWN ON THESE PLANS. MULCH SHALL EXTEND UNDER ALL TREES, SHRUBS, AND PLANTS. APPLY PRE - EMERGENT HERBICIDE PRIOR TO AND AFTER MULCH INSTALLATION. 19. PROVIDE SAMPLES OF PROPOSED MULCH SHOWING COLOR, GRADATION SIZE RANGE AND TEXTURE INCLUDING PROPOSED SOURCE. PROVIDE 1/2 CUBIC FOOT SAMPLE OF EACH. 20. NO JOB WILL BE CONSIDERED COMPLETE UNTIL ALL CURBS, PAVEMENT AND SIDEWALKS HAVE BEEN SWEPT CLEAN OF ALL DIRT AND DEBRIS ACCORDING TO PLANS. 21. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY PERMITS REQUIRED. (SEE THE CITY GENERAL CONDITIONS) 22. ALL PLANT MATERIAL SHALL BE MAINTAINED FOR A MINIMUM PERIOD OF NINETY (90) DAYS FROM THE DATE OF MAINTENANCE BEGINNING. 23. ALL CONSTRUCTION ROADS AND COMPACTED AREAS DEVELOPED THROUGH CONSTRUCTION THAT ARE WITHIN THE LANDSCAPE AREAS SHALL BE SCARIFIED AND LOOSENED TO A DEPTH OF 12" PRIOR TO LANDSCAPE AND IRRIGATION WORK BEGINNING I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AB -1881 AND APPLIED THEM I •�F,JJ ORTHE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN. _6 ? r MI CHAEL P. MADSEN, LLA 5798 Kimler Horn and A -Horn and Associates, Inc. ©2019 401 B Street, Suite 600, San Diego, California 92101 Phone: 619.234.9411 / www.kimley- horn.com CHANGE NO.1 DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 ELEVATION: 18.56 DATUM: NAVD88 ENGINEER FRONT OF BED + u + u + PLAN 9 -12" _r✓Lrf^ �s CS 4" 3X ROOTBALL WIDTH NOTES: 1. REFERENCE PLANTING SPECIFICATIONS/ SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION. 2. WHEN SHRUBS MASSED WITH GROUNDCOVER BEDS, ENTIRE BED TO BE AMENDED. 3. WHEN SHRUBS ARE USED IN MASSES, PRUNE ALL SHRUBS TO ACHIEVE UNIFORM MASS /HEIGHT 4" BEST FACE OF SHRUB TO FACE FRONT OF PLANTING BED REFER TO PLANT SCHEDULE AND PLANS FOR SPACING /LAYOUT TYPICAL SHRUB PLANTING FRONT OF BED 00+ PLAN 3" DIA. CLEAR OF MULCH FROM TRUNK PLANT TO BE INSTALLED CENTERED AND PLUMB /LEVEL IN PLANTING PIT 2 -3" MULCH LAYER AS SPECIFIED 4" HIGH BERM, FIRMLY COMPACTED FINISHED GRADE. FERTILIZER TABLETS (MAX 3" DEEP) UNDISTURBED NATIVE SOIL PREPARED BACKFILL SCARIFY BOTTOM AND SIDES OF PLANTING PIT SET ROOTBALL ON UNDISTURBED STABLE SUBSOIL SO THAT TOP OF ROOTBALL IS 1" ABOVE FINISHED GRADE. BEST FACE OF PLANT TO FACE FRONT OF PLANTING BED REFER TO PLANT SCHEDULE AND PLANS FOR SPACING /LAYOUT 2 -3" MULCH LAYER NTS 4" HIGH BERM FIRMLY COMPACTED FINISHED GRADE. SCARIFY BOTTOM AND SIDES OF PLANTING PIT UNDISTURBED NATIVE SOIL PREPARED PLANTING SOIL. AMEND ENTIRE BED FOR GROUNDCOVER BEDS. NOTES: 1. REFERENCE PLANTING SPECIFICATIONS/ SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION. ATYPICAL GROUNDCOVER PLANTING U NTS CONCRETE PREPARED PLANTING SOIL CURB WEED BARRIER, MIRAFI 140N OR APPROVED EQUAL 3" DEPTH WOOD BARK MULCH WOOD BARK MULCH AS -BUILT APPROVALS DATE SENIOR ENGINEER DATE UBLIC WORk PLANNING REVIEWER INSPECTOR NTS INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 04 -14 -2020 P.L.A. NO.: 5798 MICHAEL P. MADSEN EXP.: 08 -31 -2021 PLANT SCHEDULE SHRUBS QTY BOTANICAL / COMMON NAME CONT. SPACING WUCOLS 288 ACHILLEA MILLEFOLIUM / COMMON YARROW * CALIFORNIA NATIVE 1 GAL. 2' 0.C. L FOLLOWING NATIVE SEED MIX: O 91 ARCTOSTAPHYLOS DENSIFLORA 'HOWARD MCMINN' / HOWARD MCMINN MANZANITA * CALIFORNIA NATIVE 5 GAL. 8' 0.C. L a portion of a native grassland or shrub mix. Irrigation will prolong bloom. 0 109 DIANELLA REVOLUTA / SPREADING FLAX LILY 1 GAL. 4' O.C. M 1.00 224 EUPHORBIA X 'BLUE LAGOON' / EUPHORBIA 1 GAL. V O.C. L Collinsia heterophylla 239 HELICTOTRICHON SEMPERVIRENS / BLUE OAT GRASS 1 GAL. 4' O.C. M O 117 LEUCOPHYLLUM FRUTESCENS / TEXAS SAGE 5 GAL. 6' O.C. L 0 74 LIGUSTRUM JAPONICUM 'TEXANUM' / WAX LEAF PRIVET 5 GAL. 4' O.C. M 0.50 345 MUHLENBERGIA RIGENS / DEER GRASS * 1 GAL. 4' O.C. L a,y SQ'i Golden lupine CALIFORNIA NATIVE 83 Lupinus succulentus Arroyo lupine 0 96 MYRTUS COMMUNIS / COMMON MYRTLE 5 GAL. 8' O.C. L Nemophila maculata 36 WESTRINGIA FRUTICOSA / COAST ROSEMARY 5 GAL. 6' 0.C. L SHRUB AREAS QTY BOTANICAL / COMMON NAME CONT. SPACING WUCOLS Sisyrinchium bellum Blue eyed grass 2.00 78 20.00 * MIN % PLS (Pure Live Seed) = Seed Purity x Germination Rate 2,699 CAREX PANSA / SANDDUNE SEDGE* CALIFORNIA NATIVE 1 GAL 18" O.C. MODERATE Height: 24 -36 inches Emergence: 10 -15 days Establishment: 60 days to 80% cover after emergence GROUND COVERS QTY BOTANICAL / COMMON NAME CONT. SPACING WUCOLS 263 BACCHARIS PILULARIS / DWARF COYOTE BRUSH * 1 GAL. 48" O.C. L CALIFORNIA NATIVE 181 CISTUS X 'GRAYSWOOD PINK' / ROCK ROSE 1 GAL. 60" O.C. L v •. v'p o 'e v . 611 SENECIO SERPENS /BLUE CHALKSTICKS 1 GAL. 36" O.C. L ' ' 58 SENECIO VITALIS / BLUE CHALK FINGERS 1 GAL. 36" O.C. L , HYDROSEED QTY BOTANICAL / COMMON NAME CONT. SPACING WUCOLS ° ° -;' '; :';:c "::•a -:. 18,869 SF HYDROMULCH MULCH 7,355 SF HYDROSEED MIX / COASTAL SAGE MIX * HYDROSEED CALIFORNIA NATIVE * CALIFORNIA NATIVE PLANT MATERIAL OF THE PROPOSED 5,431 PLANTS PROPOSED ON THIS PROJECT, 3,686 ARE NATIVE SPECIES TO CALIFORNIA. (67 %) ENGINEERING DIVISION APPROVALS RECW APPROVED: calwa4 fT ie& STEVE NOWAK EDWARD J. WIMMER CITY ENGINEERL21120 DATE DATE CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT LANDSCAPE SUMMARY SAN ELIJO WATER RECLAMATION FACILITY 2695 MANCHESTER AVENUE ENCINITAS, CA 92007 PLANNING CASE NO: 17- LS -01 DRAWING NO. 14321 -1 SHEET 35 OF 481 ALTERNATE LANDSCAPE BID ITEM: ❑1 SUBSTITUTE THE IDENTIFIED MATERIALS ABOVE IN THE PLANT SCHEDULE WITH THE FOLLOWING NATIVE SEED MIX: CALIFORNIA NATIVE WILDFLOWER MIX This is a mixture of annual and perennial wildflowers, native to a wide variety of zones in California. This mix may be used for meadow or garden borders or as a portion of a native grassland or shrub mix. Irrigation will prolong bloom. SPECIES COMMON NAME BULK #'s /ACRE MIN % PLS* Achillea millefolium White yarrow 1.00 85 Clarkia unguiculata Elegant clarkia 1.50 83 Collinsia heterophylla Chinese houses 1.00 83 Eschscholzia californica California poppy 3.50 83 Gilia capitata Globe gilia 1.00 83 Gilia tricolor Bird's eyes 0.50 83 Lasthenia californica Dwarf goldfields 0.50 68 Layia platyglossa Tidytips 0.50 77 Lupinus microcarpus dens florus Golden lupine 1.50 83 Lupinus succulentus Arroyo lupine 2.00 83 Mimulus aurantiacus aurantiacus Monkeyflower 1.00 3 Nemophila maculata Five spot 1.00 83 Nemophila menziesii Baby blue eyes 2.00 83 Phacelia campanularia California bluebells 1.00 83 Sisyrinchium bellum Blue eyed grass 2.00 78 20.00 * MIN % PLS (Pure Live Seed) = Seed Purity x Germination Rate Seed: 20 lbs per acre Height: 24 -36 inches Emergence: 10 -15 days Establishment: 60 days to 80% cover after emergence ENGINEERING DIVISION APPROVALS RECW APPROVED: calwa4 fT ie& STEVE NOWAK EDWARD J. WIMMER CITY ENGINEERL21120 DATE DATE CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT LANDSCAPE SUMMARY SAN ELIJO WATER RECLAMATION FACILITY 2695 MANCHESTER AVENUE ENCINITAS, CA 92007 PLANNING CASE NO: 17- LS -01 DRAWING NO. 14321 -1 SHEET 35 OF 481 o I LEGEND ESA --- - - - - -- it ii EASEMENT I FENCE MULTI —USE PATH /AC PAVEMENT APN "MANCHESTER CL" 261 -19 -104 ALIGNMENT D.G. CONCRETE <, I n o ° �� ,y� � j\ / o ��Q N lZ ® °I I SAN ELIJO LAGOON ENTRANCE n —� APN 261 -19 -103 e "SEJPA ENTRANCE CL" ALIGNMENT ,s. APN 261 -20 -028 = I Z \ OB i W \ al W t` \ WI I (=j I a W W U W J W J = U) ID U) a 2 W 2 � �-- Z a (D Wry Z W 2 0 UCO � CO as r 1 d G• EN C ;,... m •' • I I � I � APN 261 -20 -036 I � ^ ^° APN w ^^ APN 261-01-013 — — �loo I .00 PROPOSED WETLAND BUFFER OPEN SPACE EASEMENT DOC# 2020 ---- - - - - -- z NO CONSTRUCTION STAGING OR ANY O CONSTRUCTION ACTIVITY PERMITTED WITHIN WETLAND BUFFER OPEN SPACE EASEMENT = W W PLANT SCHEDULE SHRUBS QTY BOTANICAL / COMMON NAME 288 ACHILLEA MILLEFOLIUM COMMON YARROW CALIFORNIA NATIVE O 91 ARCTOSTAPHYLOS DENSIFLORA 'HOWARD MCMINN' HOWARD MCMINN MANZANITA CALIFORNIA NATIVE 109 DIANELLA REVOLUTA • SPREADING FLAX LILY 224 EUPHORBIA X 'BLUE LAGOON' EUPHORBIA 239 HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 117 LEUCOPHYLLUM FRUTESCENS TEXAS SAGE 74 LIGUSTRUM JAPONICUM 'TEXANUM' WAX LEAF PRIVET 345 MUHLENBERGIA RIGENS =� 4 °mac DEER GRASS CALIFORNIA NATIVE 96 MYRTUS COMMUNIS COMMON MYRTLE 36 WESTRINGIA FRUTICOSA COAST ROSEMARY SHRUB AREAS QTY BOTANICAL / COMMON NAME 2,699 CAREX PANSA SANDDUNE SEDGE CALIFORNIA NATIVE GROUND COVERS QTY BOTANICAL / COMMON NAME 263 BACCHARIS PILULARIS DWARF COYOTE BRUSH CALIFORNIA NATIVE °• °•' 181 CISTUS X 'GRAYSWOOD PINK' ROCK ROSE 611 SENECIO SERPENS BLUE CHALKSTICKS 58 SENECIO VITALIS BLUE CHALK FINGERS HYDROSEED QTY BOTANICAL / COMMON NAME 18,869 SF HYDROMULCH ��r•s,' 7,355 SF HYDROSEED MIX COASTAL SAGE MIX CALIFORNIA NATIVE * CALIFORNIA NATIVE PLANT MATERIAL OF THE PROPOSED 5,431 PLANTS PROPOSED ON THIS PROJECT, 3,686 ARE NATIVE SPECIES TO CALIFORNIA. (67 %) ALTERNATE LANDSCAPE BID ITEM: ❑1 SUBSTITUTE THE IDENTIFIED MATERIALS ABOVE IN THE PLANT SCHEDULE WITH THE NATIVE SEED MIX ON SHEET LS -01. GRAPHIC SCALE IN FEET 0 10 20 40 Kimle -Horn �i �5 1 ' �w OF CALF° - Kimler Horn and Associates, Inc. ©2019 Know what's below. AT LEAST TWO DAYS Gall before you dig. BEFORE YOU DIG ��� � o 401 B Street, Suite 600, San Diego, California 92101 Phone: 619.234.9411 / www.kimley— horn.com UNDERGROUND SERVICE ALERT of SOUTHERN CALIFORNIA LS -02 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: I DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. LDD I EB I RK DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO� APPROVED: LANDSCAPE PLAN CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 Ec%a�c(� (I/,;rew SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ENGINEER DATE 14321 -136 p AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING / t/ � P 5798 STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. p k6k. L. A. NO.: CITY ENGINEER 5 27 20 RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER S' aZl 20 / / ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR MICHAEL P. MADSEN EXP.: 08 -31 -2021 DATE DATE IPLANNING CASE NO: 17 -272 DR /CDP SHEET 36 OF 48 n r. 0 N O N r2 0 0 N J I 0 0 0 N W W S (n Z n z 0 U) W 0 Q W M 0 0 0 LO rn i a- W Q I 0 z i M 2 Z UJI L1J _0 I- _(D ry CL O II— w w U) O O O M Q U) w Z J 2 U C� G Kimler Horn and A -Horn and Associates, 401 B Street, Suite 600, San Diego, California Phone: 619.234.9411 / www.kimley— horn.com H LEI LU 2 C!) LL LU 2 O O m w (n °O O a W Z U Q 00 m LU LU LU2 Cn LI J CO O O + L0 C'7 Q w Z J 2 U Q LEGEND ESA --- - - - - -- EASEMENT — — — FENCE MULTI -USE PATH /AC PAVEMENT D. G. �•:, . ... CONCRETE NATIVE HYDROSEED MIX (TYP) (IRRIGATED) PLANT SCHEDULE SHRUBS QTY BOTANICAL / COMMON NAME 288 ACHILLEA MILLEFOLIUM COMMON YARROW CALIFORNIA NATIVE O91 ° ARCTOSTAPHYLOS DENSIFLORA 'HOWARD MCMINN' HOWARD MCMINN MANZANITA CALIFORNIA NATIVE 109 DIANELLA REVOLUTA SPREADING FLAX LILY 224 EUPHORBIA X 'BLUE LAGOON' EUPHORBIA 239 HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 117 LEUCOPHYLLUM FRUTESCENS TEXAS SAGE 74 LIGUSTRUM JAPONICUM 'TEXANUM' WAX LEAF PRIVET 345 MUHLENBERGIA RIGENS 0 DEER GRASS CALIFORNIA NATIVE 96 MYRTUS COMMUNIS COMMON MYRTLE 36 WESTRINGIA FRUTICOSA COAST ROSEMARY SHRUB AREAS QTY BOTANICAL / COMMON NAME 2,699 CAREX PANSA * SANDDUNE SEDGE CALIFORNIA NATIVE GROUND COVERS QTY BOTANICAL / COMMON NAME 263 BACCHARIS PILULARIS DWARF COYOTE BRUSH CALIFORNIA NATIVE ;' -. '• ; :' -. '. 181 CISTUS X 'GRAYSWOOD PINK' ROCK ROSE 611 SENECIO SERPENS BLUE CHALKSTICKS ' 58 SENECIO VITALIS ' 4 4 BLUE CHALK FINGERS , ,, ,, HYDROSEED QTY BOTANICAL / COMMON NAME 18,869 SF HYDROMULCH 7,355 SF HYDROSEED MIX COASTAL SAGE MIX CALIFORNIA NATIVE * CALIFORNIA NATIVE PLANT MATERIAL OF THE PROPOSED 5,431 PLANTS PROPOSED ON THIS PROJECT, 3,686 ARE NATIVE SPECIES TO CALIFORNIA. (67 %) ALTERNATE LANDSCAPE BID ITEM: SUBSTITUTE THE IDENTIFIED MATERIALS ABOVE IN THE PLANT SCHEDULE WITH THE NATIVE SEED MIX ON SHEET LS -01. GRAPHIC SCALE IN FEET 0 10 20 40 LS -03 (CHANGE NO.1 DESCRIPTION APPROVED I DATE I BENCHMARK I AS -BUILT APPROVALS I UtJII�InnU �r: I uKHwo �r: I �rlt�Kou �r: I ENGINEERING DIVISION APPROVALS I CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT I DRAWING NO. 1 DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 ELEVATION: 18.56 DATUM: NAVD88 PUBLIC WORk ENGINEER DATE PLANNING REVIEWER SENIOR ENGINEER DATE INSPECTOR INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 04 -14 -2020 (w ? pkk.1/ MICHAEL P. MADSEN P.L.A. NO.: 5798 EXP.: 08 -31 -2021 RECW STEVE NOWAK S?w,20 DATE APPROVED: ""�� falwat-d v, Oyi�rxe - EDWARD J. WIMMER CITY ENGINEERS /220 DATE LANDSCAPE PLAN SAN ELIJO WATER RECLAMATION FACILITY 2695 MANCHESTER AVENUE ENCINITAS, CA 92007 PLANNING CASE NO: 17- 14321 -1 SHEET 37 OF 48 n C) N 0 N r2 c� 0 V) J I 0 0 0 / V) w V) z n / z CD N Ld 0 Q w 0 0 0 rn G! w Q �I 0 z N Y T ESA — — — — — — — — ESA L WU ESA� -- — - -- _ — 7PROPOSED OPEN SPACE EASEMENT DOC# 2020 - - - -- V) Ln 'e • 5 } t s.. J 3 'J• J h v J i r'• i e s +; 38 39 SEJPA TRAIL W Y: ;. 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G. J f. CONCRETE PLANT SCHEDULE SHRUBS QTY BOTANICAL / COMMON NAME 288 ACHILLEA MILLEFOLIUM COMMON YARROW CALIFORNIA NATIVE O 91 ARCTOSTAPHYLOS DENSIFLORA `HOWARD MCMINN` HOWARD MCMINN MANZANITA CALIFORNIA NATIVE 109 DIANELLA REVOLUTA • SPREADING FLAX LILY 224 EUPHORBIA X `BLUE LAGOON` EUPHORBIA 239 HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 117 LEUCOPHYLLUM FRUTESCENS TEXAS SAGE O 74 LIGUSTRUM JAPONICUM `TEXANUM` WAX LEAF PRIVET 345 MUHLENBERGIA RIGENS ni DEER GRASS CALIFORNIA NATIVE 96 MYRTUS COMMUNIS COMMON MYRTLE 36 WESTRINGIA FRUTICOSA {` } COAST ROSEMARY SHRUB AREAS QTY BOTANICAL / COMMON NAME 2,699 CAREX PANSA * SANDDUNE SEDGE CALIFORNIA NATIVE GROUND COVERS QTY BOTANICAL / COMMON NAME 263 BACCHARIS PILULARIS DWARF COYOTE BRUSH CALIFORNIA NATIVE 181 CISTUS X `GRAYSWOOD PINK` ROCK ROSE 611 SENECIO SERPENS BLUE CHALKSTICKS 4 4 ' 58 SENECIO VITALIS ,, , , , , , BLUE CHALK FINGERS HYDROSEED QTY BOTANICAL / COMMON NAME `�<t;:;'.,;,,,�;<;;.;:::.:,- :::;.:.,x•::`:..18,869 SF HYDROMULCH 7,355 SF HYDROSEED MIX COASTAL SAGE MIX CALIFORNIA NATIVE * CALIFORNIA NATIVE PLANT MATERIAL OF THE PROPOSED 5,431 PLANTS PROPOSED ON THIS PROJECT, 3,686 ARE NATIVE SPECIES TO CALIFORNIA. (67 %) ALTERNATE LANDSCAPE BID ITEM: SUBSTITUTE THE IDENTIFIED MATERIALS ABOVE IN THE PLANT SCHEDULE WITH THE NATIVE SEED MIX ON SHEET LS -01. GRAPHIC SCALE IN FEET 0 10 20 40 K R.." M. DIAL TOLL FREE ® sr ��• �P Kimle>>> Horn Kimley -Horn 811 Y and Associates, Inc. ©2019 Know what's below. AT LEAST TWO DAYS 401 B Street, Suite 600, San Diego, California 92101 Gall before you dig. BEFORE YOU DIG Phone: 619.234.9411 / www.kimley— horn.com UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA LS -04 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: I DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. LDD I EB I RK DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECWOK APPROVED: LANDSCAPE PLAN CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 Edwa�T �f/' SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ENGINEER DATE iKrmew 14321 -1 AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING �/ / � 5798 STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. (VJP pk1&t/ P.L.A. NO.: CITY ENGINEERS 27 20 RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER S'aZl ';lo O O ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR MICHAEL P. MADSEN EXP.: 08 -31 -2021 DATE DATE PLANNING CASE NO: 17 -272 DR /CDP SHEET 38 OF 48 IRRIGATION SCHEDULE SYMBOL MANUFACTURER /MODEL /DESCRIPTION TO HUNTER MP CORNER PROS- I2 -CV -R MANUFACTURER /MODEL /DESCRIPTION SHRUB ROTATOR, 12" (30.48 CM) POP -UP WITH ESTIMATED FOR EACH HYDROZONE. WATER USE FOR EACH HYDROZONE CHECK VALVE, PURPLE CAP, PRESSURE REGULATED 3 TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE. 1", 1-1/2", AND 2" DURABLE T= TURQUOISE ADJ ARC 45 -105 ON PRS40 BODY. EWU ( HYDROZONE) = ESTIMATED WATER USE (GAL / YEAR) FOR SITUATIONS REQUIRING LESS THAN 12' ARC MAXIMUM MINUTES PER START TIME RADIUS, USE PRS30 BODY ® HUNTER MP STRIP PROS- 12 -CV -R PF = PLANT ETO ADJUSTMENT FACTOR SHRUB ROTATOR, 12" (30.48 CM) POP -UP WITH 4 FACTORY INSTALLED CHECK VALVE, RECLAIMED HANDLE, AND PRESSURE REGULATOR MODULE. BODY CAP, PRESSURE REGULATED TO 40 PSI Q (2.76 BAR), MP ROTATOR NOZZLE. LST =IVORY 12 LEFT STRIP, SST =BROWN SIDE STRIP, RST= COPPER QUICK COUPLER VALVE, PURPLE RUBBER LOCKING RIGHT STRIP ON PRS40 BODY. FOR SITUATIONS SLA = SPECIAL LANDSCAPE AREA (S.F.) REQUIRING LESS THAN 5' STRIP WIDTH, USE PRS30 6 BODY ® HUNTER MP STRIP PROS- 12 -CV -R 5 SHRUB ROTATOR, 12" (30.48 CM) POP -UP WITH 3 FACTORY INSTALLED CHECK VALVE, RECLAIMED WINGS. BODY CAP, PRESSURE REGULATED TO 40 PSI CONVERSION (2.76 BAR), MP ROTATOR NOZZLE. LST =IVORY 20 LEFT STRIP, SST =BROWN SIDE STRIP, RST = COPPER TB SERIES SHUT OFF VALVE. SIZE TO MATCH RIGHT STRIP ON PRS40 BODY. FOR SITUATIONS 28 REQUIRING LESS THAN 5' STRIP WIDTH, USE PRS30 16 BODY ® HUNTER MP STRIP PROS- 12 -CV -R 55586 SHRUB ROTATOR, 12" (30.48 CM) POP -UP WITH .62 FACTORY INSTALLED CHECK VALVE, RECLAIMED CONFIGURATION, WITH NPT THREADED BODY CAP, PRESSURE REGULATED TO 40 PSI ETO (2.76 BAR), MP ROTATOR NOZZLE. LST =IVORY PF LEFT STRIP, SST =BROWN SIDE STRIP, RST = COPPER HUNTER IC- 2400 -PP RIGHT STRIP ON PRS40 BODY. FOR SITUATIONS EWU GAL /YEAR REQUIRING LESS THAN 5' STRIP WIDTH, USE PRS30 12 BODY �M HUNTER MP1000 PROS- 12 -CV -R FACTOR SHRUB ROTATOR, 12" (30.48 CM) POP -UP WITH 39.8 CHECK VALVE, PURPLE CAP, PRESSURE REGULATED HUNTER WSS TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE. .81 M= MAROON ADJ ARC 90 TO 210, L =LIGHT BLUE 58811 210 TO 270 ARC, O =OLIVE 360 ARC ON PRS40 OUTDOOR INTERFACE, CONNECTS TO HUNTER PCC, BODY. FOR SITUATIONS REQUIRING LESS THAN 12' MAWA ARC RADIUS, USE PRS30 BODY 5 HUNTER MP2000 PROS- 12 -CV -R NOTED. INCLUDES 10 YEAR LITHIUM BATTERY AND SHRUB ROTATOR, 12" (30.48 CM) POP -UP WITH TOTAL HA FACTORY INSTALLED CHECK VALVE, RECLAIMED MAWA BODY CAP, PRESSURE REGULATED TO 40 PSI BRACKET. (2.76 BAR), MP ROTATOR NOZZLE. K =BLACK ADJ FS ARC 90 -210, G =GREEN ADJ ARC 210 -270, R =RED 1 360 ARC ON PRS40 BODY. �B HUNTER MP3000 PROS- 12 -CV -R 48 SHRUB ROTATOR, 12" (30.48 CM) POP -UP WITH 24 FACTORY INSTALLED CHECK VALVE, RECLAIMED CONTROL SYSTEMS. BRASS MODEL. SUGGESTED BODY CAP, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE. B =BLUE ADJ ARC 90 -210, Y= YELLOW ADJ ARC 210 -270, SENSORS SHOULD BE SIZED FOR FLOW RATHER A =GRAY 360 ARC ON PRS40 BODY. SYMBOL MANUFACTURER /MODEL /DESCRIPTION HUNTER ICZ- 101- 40 -LF -R DRIP CONTROL ZONE KIT. 1" ICV GLOBE VALVE WITH 1" HY100 FILTER SYSTEM. PRESSURE REGULATION: 40PSI. FLOW RANGE: .5 GPM TO 15 GPM. 150 MESH STAINLESS STEEL SCREEN. RECLAIMED PURPLE FILTER COVER. (� NETAFIM TLSOV NETAFIM TLSOV- 1/2" MANUAL FLUSH VALVE, BARBED INSERT. INSTALL IN 10" BOX, WITH ADEQUATE BLANK OR "COBRA" TUBING TO EXTEND VALVE OUT OF VALVE BOX. 17MM FITS TECHLINE HCVXR, HCVXR -RW /RWP, CV, DL, RW AND RWP DRIPLINES, AND PE IRRIGATION HOSE NETAFIM 65ARIA075 3/4" MALE PIPE THREAD GUARDIAN AIR /VACUUM RELIEF VENT. INSTALL IN SUBSURFACE SYSTEMS. ON SLOPING TERRAIN TO PREVENT COLLAPSING OF PIPES. UV RESISTANT. MAXIMUM PRESSURE: 150 PSI. AREA TO RECEIVE DRIPLINE NETAFIM 08WRAM -06 -18 BIOLINE PRESSURE COMPENSATING LANDSCAPE DRIPLINE W /PURPLE COLOR TUBING FOR NON- POTABLE WATER APPLICATIONS. 0.6 GPH EMITTERS AT 18" O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. RECLAIMED WATER USE ONLY. Kimler Horn and A -Horn and Associates, Inc. ©2019 401 B Street, Suite 600, San Diego, California 92101 Phone: 619.234.9411 / www.kimley- horn.com CHANGE NO.1 DESCRIPTION QTY 4 2 2 Il 23 0 rd QTY 17 17 17 55,512 S.F. IRRIGATION SCHEDULE CONT. JAN SYMBOL MANUFACTURER /MODEL /DESCRIPTION QTY ESTIMATED FOR EACH HYDROZONE. WATER USE FOR EACH HYDROZONE RAIN BIRD PESBR -PRS -D 3 IS ESTIMATED WITH THE FOLLOWING FORMULA: 1", 1-1/2", AND 2" DURABLE OCT EWU ( HYDROZONE) = ESTIMATED WATER USE (GAL / YEAR) CHLORINE- RESISTANT VALVES FOR RECLAIMED MAXIMUM MINUTES PER START TIME ETO = REFERENCE EVAPOTRANSPIRATION (INCHES/ YEAR) WATER APPLICATIONS. WITH SCRUBBER 4 PF = PLANT ETO ADJUSTMENT FACTOR MECHANISM TECHNOLOGY, PURPLE FLOW CONTROL 4 HA = HYDROZONE AREA (S.F.) HANDLE, AND PRESSURE REGULATOR MODULE. 4 Q HUNTER HQ- 44LRC -AW -R 12 IE = IRRIGATION EFFICIENCY QUICK COUPLER VALVE, PURPLE RUBBER LOCKING 3 SLA = SPECIAL LANDSCAPE AREA (S.F.) COVER FOR RECLAIMED WATER USE. RED BRASS 6 EWU (HYRDROZONE) = (ETO - PF - HA -.62) / (IE) AND STAINLESS STEEL, WITH 1" NPT INLET, HYDROZONE A (DRIP) 5 2 -PIECE BODY. ACME KEY WITH ANTI - ROTATION 3 PF WINGS. IE CONVERSION HAYWARD TRUE UNION 20 24 TB SERIES SHUT OFF VALVE. SIZE TO MATCH 28 28 MAINLINE DIA. 16 MV HUNTER IBV -151 G 1-1/2" 1 55586 1 -1/2" BRASS ELECTRIC MASTER VALVE, GLOBE .62 508015 CONFIGURATION, WITH NPT THREADED MAY ETO INLET /OUTLET, FOR COMMERCIAL /MUNICIPAL USE. PF © HUNTER IC- 2400 -PP 1 EWU GAL /YEAR MODULAR CONTROLLER, 24 STATIONS, OUTDOOR 12 12 MODEL, PLASTIC PEDESTAL. COMMERCIAL USE. WITH 12 FACTOR THREE ICM -600 MODULES INCLUDED. 39.8 12 HUNTER WSS 1 .81 WIRELESS SOLAR, RAIN FREEZE SENSOR WITH 58811 2 OUTDOOR INTERFACE, CONNECTS TO HUNTER PCC, 566826 MAWA PRO -C, AND I -CORE CONTROLLERS, INSTALL AS 5 ETO NOTED. INCLUDES 10 YEAR LITHIUM BATTERY AND ET ADJUSTMENT FACTOR TOTAL HA RUBBER MODULE COVER, AND GUTTER MOUNT MAWA 39.8 BRACKET. .45 FS RAIN BIRD FS -200 -B 1 60 2" FLOW SENSOR FOR USE WITH RAIN BIRD 82 48 MAXICOM, SITECONTROL, AND ESP -LXD CENTRAL 24 12 CONTROL SYSTEMS. BRASS MODEL. SUGGESTED OPERATING RANGE OF 4.9 GPM TO 294.0 GPM. SENSORS SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE. ❑ 1 -1/2" WYE STRAINER 1 RM WATER METER 1 -1/2" 1 FITTINGS. RECYCLED IRRIGATION WATER METER - FLUSH SCREENS. CONTRACTOR TO TIE PROPOSED SYSTEM INTO EXISTING 12" RECLAIMED WATER MAINLINE. FIELD VALVE SCHEDULE VERIFY FINAL LOCATION. IRRIGATION LATERAL LINE: PVC SCHEDULE 40 4,479 L.F. PURPLE IN COLOR - IRRIGATION MAINLINE: PVC SCHEDULE 40 2,307 L.F. PURPLE IN COLOR NUMBER MODEL - - - - - - - - PIPE SLEEVE: PVC SCHEDULE 40 137.6 L.F. GPM PURPLE IN COLOR PSI @ POC 1 HUNTER ICZ- 101- 40 -LF -R Valve Callout AREA FOR Valve Number 8.57 # # = Valve Flow 2 HUNTER ICZ- 101- 40 -LF -R #" Valve Size DRIPLINE NOTE: ALL IRRIGATION LATERALS AND MAINLINE SHALL BE PURPLE IN COLOR. 49.01 APPROVED DATE BENCHMARK DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 ELEVATION: 18.56 DATUM: NAVD88 ENGINEER AS -BUILT APPROVALS DATE SENIOR ENGINEER DATE WATERING TIME ADJUSTMENT (HYDROZONE 'A' LOW DRIP) STATE OF CALIFORNIA ESTIMATED WATER USE JAN TOTAL WATER USE IS CALCULATED BY SUMMING THE AMOUNT OF WATER MAR APR ESTIMATED FOR EACH HYDROZONE. WATER USE FOR EACH HYDROZONE JUN JUL IS ESTIMATED WITH THE FOLLOWING FORMULA: SEP OCT EWU ( HYDROZONE) = ESTIMATED WATER USE (GAL / YEAR) DEC MAXIMUM MINUTES PER START TIME ETO = REFERENCE EVAPOTRANSPIRATION (INCHES/ YEAR) 4 4 PF = PLANT ETO ADJUSTMENT FACTOR 4 4 HA = HYDROZONE AREA (S.F.) 4 4 .62 = CONVERSION FACTOR 4 4 IE = IRRIGATION EFFICIENCY 2 3 SLA = SPECIAL LANDSCAPE AREA (S.F.) 5 6 EWU (HYRDROZONE) = (ETO - PF - HA -.62) / (IE) 7 HYDROZONE A (DRIP) 5 ETO 3 PF HA IE CONVERSION EWU GAL /YEAR 20 24 28 28 28 FACTOR 16 39.8 12 .3 55586 .81 .62 508015 HYDROZONE B (LOW HYDROSEED SPRAY) MAY ETO JUL PF HA IE CONVERSION EWU GAL /YEAR MAXIMUM MINUTES PER START TIME 12 12 12 12 FACTOR 12 39.8 12 .3 6435 .81 .62 58811 2 ESTIMATED TOTAL WATER USE (ETWU) 566826 MAWA (MAXIMUM APPLIED WATER ALLOWANCE) 5 ETO 5 ET ADJUSTMENT FACTOR TOTAL HA CONVERSION FACTOR MAWA 39.8 24 .45 62021 .62 688694 60 ESTIMATED ANNUAL WATER USE (% OF MAWA) 82 APPROVED DATE BENCHMARK DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 ELEVATION: 18.56 DATUM: NAVD88 ENGINEER AS -BUILT APPROVALS DATE SENIOR ENGINEER DATE WATERING TIME ADJUSTMENT (HYDROZONE 'A' LOW DRIP) MONTH JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC MAXIMUM MINUTES PER START TIME 4 4 4 4 4 4 4 4 4 4 4 4 START TIMES PER WEEK 2 3 4 5 6 7 7 7 5 4 3 3 TOTAL MINUTES PER WEEK 8 12 16 20 24 28 28 28 20 16 12 12 WATERING TIME ADJUSTMENT (HYDROZONE 'B' HYDROSEED SPRAY) MONTH JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC MAXIMUM MINUTES PER START TIME 12 12 12 12 12 12 12 12 12 12 12 12 START TIMES PER WEEK 2 2 3 4 4 5 5 5 4 3 2 1 TOTAL MINUTES PER WEEK 24 24 36 48 48 60 60 60 48 36 24 12 NOTES: 1. WATERING REQUIREMENTS ARE APPROXIMATE PER SEASON AND SHOULD BE ADJUSTED TO REFLECT SEASONAL FLUCTUATIONS IN AVERAGE PRECIPITATION. 2. "IRRIGATION SCHEDULING INFORMATION" IS TO BE USED FOR WATERING TIME /DURATION /FREQUENCY FOR THE FIRST THREE YEARS, HOWEVER THE SYSTEM SHOULD BE MONITORED FREQUENTLY AND ADJUSTED TO MEET THE NEEDS OF THE PLANT MATERIAL AS MATURE ROOT SYSTEMS DEVELOP. 3. ALL PLANTS TO RECEIVE APPROPRIATE ADDITIONAL 15% HIGHER WATERING DURING INSTALLATION PERIOD IN ORDER TO ESTABLISH HEALTHY AND DEEP ROOT GROWTH. IRRIGATION MAINTENANCE SCHEDULE: THE IRRIGATION MAINTENANCE SCHEDULE TASKS LISTED BELOW ARE INTENDED A S MINIMUM STANDARDS AND MORE FREQUENT ATTENTION MAY BE REQUIRED DEPENDING ON THE PARTICULAR SITE CONDITIONS. MAINTENANCE SHALL BE DONE TO ENSURE WATER EFFICIENCY. REPAIR OF IRRIGATION EQUIPMENT SHALL BE DONE WITH THE ORIGINALLY SPECIFIED MATERIALS OR APPROVED EQUIVALENTS. FREQUENCY - QUARTERLY TASK - CONTROLLER CABINET : OPEN CABINET AND CLEAN OUT DEBRIS AND REPLACE BATTERY AS NECESSARY.CHECK WIRING AND REPAIR AS NEEDED AND CHECK CLOCK AND RESET IF NECESSARY. COVERAGE, PRESSURE AND FLOW REQUIRED FOR THE SYSTEM. FREQUENCY - MONTHLY TASK - IRRIGATION SCHEDULE: ADJUST SCHEDULE FOR SEASONAL VARIATIONS AND OTHER CONDITIONS WHICH MAY AFFECT THE AMOUNT OF WATER NEEDED TO MAINTAIN PLANT HEALTH. ADJUST AS NECESSARY. FREQUENCY - QUARTERLY TASK - POC: VISUALLY INSPECT COMPONENTS FOR LEAKS, PRESSURE SETTINGS, SETTLEMENT OR OTHER DAMAGE AFFECTING THE OPERATION OF A COMPONENT. REPAIR AS NEEDED. FREQUENCY - QUARTERLY TASK - REMOTE CONTROL VALVES : ISOLATION VALVES AND QUICK COUPLER VALVES: VISUALLY INSPECT FOR LEAKS, SETTLEMENTS, WIRE CONNECTIONS AND PRESSURE SETTINGS. REPAIR AS NEEDED. FREQUENCY - QUARTERLY TASK - MAINLINE AND LATERALS: VISUALLY INSPECT FOR LEAKS OR SETTLEMENTS OF TRENCH. FREQUENCY- WEEKLY TASK - FILTERS AND STRAINERS - VISUALLY CHECK FOR ANY BROKEN MALIGNED OR CLOGGED HEADS, HEADS WITH INCORRECT ARC, INADEQUATE COVERAGE OR OVERSPRAY AND LOW HEAD DRAINAGE. REPAIR AS NEEDED. FREQUENCY - MONTHLY TASK - FILTERS AND STRAINERS: VISUALLY CHECK FOR LEAKS, BROKEN FITTINGS. CLEAN AND FLUSH SCREENS. VALVE SCHEDULE NUMBER MODEL SIZE TYPE GPM PSI PSI @ POC 1 HUNTER ICZ- 101- 40 -LF -R 1" AREA FOR DRIPLINE 8.57 29.88 51.86 2 HUNTER ICZ- 101- 40 -LF -R 1" AREA FOR DRIPLINE 10.34 33.13 49.01 3 HUNTER ICZ- 101- 40 -LF -R 1" AREA FOR DRIPLINE 11.12 34.45 50.78 3 RAIN BIRD PESBR -PRS -D 1" SHRUB ROTARY 19.23 44.99 62.80 4 HUNTER ICZ- 101- 40 -LF -R 1" AREA FOR DRIPLINE 18.35 43.75 50.27 5 HUNTER ICZ- 101- 40 -LF -R 1" AREA FOR DRIPLINE 14.80 41.28 45.73 6 HUNTER ICZ- 101- 40 -LF -R 1" AREA FOR DRIPLINE 19.06 42.17 49.37 7 HUNTER ICZ- 101- 40 -LF -R 1" AREA FOR DRIPLINE 12.69 38.14 39.01 8 HUNTER ICZ- 101- 40 -LF -R 1" AREA FOR DRIPLINE 19.82 42.40 44.49 9 HUNTER ICZ- 101- 40 -LF -R 1" AREA FOR DRIPLINE 12.92 38.43 39.42 10 HUNTER ICZ- 101- 40 -LF -R 1" AREA FOR DRIPLINE 14.46 41.02 42.31 11 HUNTER ICZ- 101- 40 -LF -R 1" AREA FOR DRIPLINE 9.22 33.82 34.40 12 HUNTER ICZ- 101- 40 -LF -R 1" AREA FOR DRIPLINE 17.50 43.07 44.70 13 HUNTER ICZ- 101- 40 -LF -R 1" AREA FOR DRIPLINE 12.85 38.69 40.11 14 HUNTER ICZ- 101- 40 -LF -R 1" AREA FOR DRIPLINE 13.71 39.92 45.35 15 HUNTER ICZ- 101- 40 -LF -R 1" AREA FOR DRIPLINE 18.23 43.77 53.09 16 RAIN BIRD PESBR -PRS -D 1" SHRUB ROTARY 6.66 43.86 47.60 17 HUNTER ICZ- 101- 40 -LF -R 1" AREA FOR DRIPLINE 2.15 22.51 23.63 18 RAIN BIRD PESBR -PRS -D 1" SHRUB ROTARY 2.64 42.35 44.91 19 HUNTER ICZ- 101- 40 -LF -R 1" AREA FOR DRIPLINE 9.66 32.81 61.22 INT. DATEI PLANS PREPARED UNDER SUPERVISION OF UBLIC WORKS DATE: 04 -14 -2020 PLANNING P.L.A. NO.: 5798 REVIEWER INSPECTOR MICHAEL P. MADSEN EXP.: 08 -31 -2021 IRRIGATION NOTES 1. THE SYSTEM HAS BEEN DESIGNED TO PROVIDE 100% COVERAGE. ANY CHANGES MADE IN THE LAYOUT DUE TO FIELD CONDITIONS SHALL BE IN ACCORDANCE WITH THESE STANDARDS. QUANTITIES IN SCHEDULE ARE ESTIMATED. PLAN SHALL TAKE PRECEDENCE. 2. ALL IRRIGATION LINES AND VALVES ARE SHOWN DIAGRAMMATICALLY. ALL LINES TO BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. 3. FOR IRRIGATION DETAILS SEE SHEET "40" & "41 ". 4. CONTRACTOR TO FIELD LOCATE ALL PROPOSED IRRIGATION WATER MAIN LOCATIONS. CONTACT ENGINEER OF WORK PRIOR TO START OF WORK IF DISCREPANCIES BETWEEN THIS PLAN AND EXISTING CONDITIONS ARE FOUND. 5. LOCATE ALL VALVES INSIDE SHRUB AREAS, ALLOWING ACCESS FOR MAINTENANCE PURPOSES, BUT HIDING THEM FROM PUBLIC VIEW WHENEVER POSSIBLE. 6. ALL PRESSURE MAINLINES UNDER ASPHALT PAVEMENT SHALL BE PLACED WITHIN SLEEVES AS NOTED. WHERE ELECTRIC VALVE CONTROL LINES PASS THROUGH A SLEEVE WITH OTHER MAIN OR LATERAL LINES THEY SHALL BE CONTAINED WITHIN A SEPARATE, SMALLER CONDUIT. 7. CONTRACTOR SHALL PROVIDE "AS- BUILT" DRAWINGS OF THE FINAL INSTALLATION TO OWNER AT SUBSTANTIAL COMPLETION BEFORE RECEIVING FINAL PAYMENT. 8. ALL SLEEVES UTILIZED BY THE IRRIGATION CONTRACTOR, WHETHER INSTALLED BY HIM OR NOT, SHALL BE LOCATED ON THE "AS- BUILT" DRAWINGS. THE DEPTH BELOW FINISH GRADE, TO THE NEAREST FOOT OF EACH END OF EACH SLEEVE SHALL BE NOTED AT EACH SLEEVE LOCATION ON THE "AS- BUILT" DRAWINGS. ALL SLEEVES ON PLAN FOR WALL PENETRATIONS AND UNDER SIDEWALKS SHALL BE SIZED TWO PIPE SIZES GREATER THAN PIPE IT CARRIES. 9. ALL DRIP ZONES SHALL BE INSTALLED WITH A SELF - FLUSHING DISC FILTER, OR APPROVED EQUAL 10. ALL VALVES SHALL BE INSTALLED IN AN AMETEK PLASTIC VALVE BOX WITH A LOCKING LID AND PLACED IN SHRUB BEDS WHENEVER POSSIBLE.. 11. IRRIGATION CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TO COMMENCEMENT OF HIS OPERATIONS ON -SITE. COPIES OF THE PERMITS SHALL BE SENT TO THE OWNER /GENERAL CONTRACTOR. WORK IN THE R.O.W. SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCAL AND /OR STATE HIGHWAY JURISDICTION. 12. VERIFY CONTROLLER AND RAIN SENSOR LOCATION AND MAINLINE POINT OF CONNECTION AT PROJECT SITE WITH OWNER. 13. ELECTRIC SERVICE TO CONTROLLER SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. 14. ALL 24 VAC WIRING SHALL BE OF DIRECT BURIAL COPPER WIRE AS FOLLOWS: • CONTROL WIRES - #14 • COMMON WIRES - #12 15. INSTALLATION OF WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS IN SUCH A MANNER AS TO ALLOW FOR A SPEEDY AND ORDERLY COMPLETION OF ALL WORK ON THE SITE. 16. COORDINATE WITH PLANTING PLAN FOR PLANTER BED LOCATIONS AND TREE LOCATIONS. 17. CONTRACTOR SHALL COORDINATE WITH DEVELOPER FOR OPERATING PARAMETERS OF MASTER SYSTEM. THIS DESIGN REQUIRES 36.59 PSI TO OPERATE. IF THE MASTER SYSTEM CANNOT PROVIDE THESE PARAMETERS, CONTRACTOR SHALL MAKE ADJUSTMENTS TO THE DESIGN BY ADDING CONTROL VALVES, A BOOSTER PUMP, PRESSURE REDUCING VALVE, OR OTHER EQUIPMENT, AS NECESSARY. CONTRACTOR SHALL SUBMIT DESIGN REVISIONS TO OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO SUBMITTING BID. 18. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES AND SERVICES PRIOR TO ANY DIGGING. CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ALL DAMAGE CAUSED BY FAILURE TO DO SO. 19. ALL PVC SLEEVES SHALL BE 2 SIZES LARGER THAN THE SIZE OF THE PIPE IT IS CARRYING. 20. CONTRACTOR IS RESPONSIBLE FOR THE IRRIGATION SYSTEM 90 DAYS PAST FINAL INSPECTION. 21. A FINAL REPORT FOR THE TESTING AND ADJUSTING OF ALL NEW SYSTEMS SHALL BE COMPLETED PRIOR TO FINAL APPROVAL BY THE FIELD INSPECTOR. THIS REPORT SHALL BE SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESES SERVICES. 22. A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES. 23. A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE SIGNER OF THE LANDSCAPE PLANS, THE SIGNER OF THE IRRIGATION PLANS, OR THE LICENSED LANDSCAPE CONTRACTOR FOR THE PROJECT. 24. AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION. I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN PLAN✓,.^ Q 1 yN ENGINEERING DIVISION APPROVALS RECW APPROVED: �c%uawci l% Wli rare,- STEVE NOWAK EDWARD J. WIMMER CITY ENGINEERS /220 DATE DATE MICHAEL P. MADSEN, LLA 5798 PRECIP FOR COMPLETE IRRIGATION 0.43 in /h CALCULATIONS SEE SHEET 42 0.43 in /h 0.43 in /h 0.28 in /h 0.43 in /h 0.43 in /h 0.43 in /h 0.43 in /h 0.43 in /h 0.43 in A 0.43 in /h 0.43 in /h 0.43 in /h 0.43 in /h 0.43 in /h 0.43 in /h 0.29 in /h 0.43 in /h 0.42 in /h 0.43 in /h CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT IRRIGATION SUMMARY SAN ELIJO WATER RECLAMATION FACILITY 2695 MANCHESTER AVENUE ENCINITAS, CA 92007 PLANNING CASE NO: 17- LS -01 DRAWING NO. 14321 -1 SHEET 39 OF 481 SPECIAL NOTE: CONTRACTOR MAY SUBSTITUTE DRIP IRRIGATION WITH OVERHEAD SPRAY IF GIVEN WRITTEN APPROVAL FROM THE OWNER. CONTRACTOR IS RESPONSIBLE TO ENSURE ADEQUATE COVERAGE, PRESSURE AND FLOW REQUIRED FOR THE SYSTEM. 0.43 in /h 0.43 in /h 0.43 in /h 0.43 in /h 0.43 in /h 0.43 in /h 0.29 in /h 0.43 in /h 0.42 in /h 0.43 in /h CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT IRRIGATION SUMMARY SAN ELIJO WATER RECLAMATION FACILITY 2695 MANCHESTER AVENUE ENCINITAS, CA 92007 PLANNING CASE NO: 17- LS -01 DRAWING NO. 14321 -1 SHEET 39 OF 481 d U0 0 N r 0 N 0 N M U') cr- c� 0 I 0 0 0 / w L7 z d z c� N w 0 Q w 0 0 0 rn w Q �I 0 z N ►A NATIVE SOIL BACKFILL COMPACT TO 95% COMPACTION PVC IRRIGATION LATERAL BACKFILL WITH NATIVE SOIL, WATER JET & COMPACT TO 90% OPTIMUM DENSITY. ALLOW 48 HOURS TO SETTLE, AND BACKFILL AND COMPACT WITH NATIVE SOIL. IRRIGATION MAIN OR SUBMAIN (TYP.) EXISTING SOIL TRENCHING DETAIL WIDTH AY VARY .... I .. ...ls �... = = 12„ VIII MIN. 24" — — MIN. 4" MIN. 6, cmmm 4" MIN. 4" MIN. 4" MIN. BEDDING 10 "X15" RECTANGULAR BOX WITH 6" EXTENSION. ISOLATION BALL VALVE AS SPECIFIED, SAME SIZE AS MAIN LINE. SCHEDULE 80 THREADED NIPPLE AS REQUIRED. ADAPTER. PVC MAIN LINE. — TWO 6X2X16 CONCRETE BLOCK CAPS, ONE ON EACH SIDE OF BOX. 1/2" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES. SHUT OFF VALVE SET BOX FLUSH TO GRADE. POURED IN -PLACE CONCRETE, 120 LBS. MINIMUM, TYPICAL. 45 DEG. ELBOW. PLAN VIEW TEE 90 DEG. ELBOW. FINISHED GRADE. _ III— rn III III III III UTILITY BOX. III — I l i i l l I— III —I I I r _III_ III- END OF LINE. CAPPED LINE. SECTION VIEW NOTE: INSTALL ON ALL 2" DIA. MAINLINE AND GREATER THRUST BLOCKING VALVE BOX LID, HEAD BRAND "J BOX" ON LID WITH 2: . HIGH LETTERS. 1OX15 STANDARD BOX. LOOP BUNDLE AND LABEL SPARE WIRES THAT ARE TO �' . CONTINUE, AS i) OCCURS. /u i 1/2" WIRE CLOTH GOPHER J \ PROTECTION SCREEN, / WRAP 6" UP SIDES. \ TWO 6X2X16 CONCRETE BLOCK CPAS, ONE ON EACH SIDE OF BOX. 1 WIRE BUNDLE JUNCTION BOX AUTOMATIC LINE FLUSH VALVE MULCH LAYER (SEE NOTE 4) 3" MIN. 10" DIA. ROUND PLASTIC VALVE BOX WITH BOLT DOWN LID 1" ABOVE GRADE IN TURF AREAS, 3" ABOVE GRADE IN SHRUB OR GROUNDCOVER AREAS SET BOX 2" ABOVE THREADED GRADE AT SHRUBS. TRANSITION SET BOX FLUSH TO FITTING \\ GRADE AT LAWN. BRICK SPARE WIRES THAT ARE DRIPLINE OR PVC BRICKS AT BOTH TO TERMINATE AT THIS END -FLUSH BOX SIDES AND BOX: COIL 30" LENGTH AND I.D. TAG. MANIFOLD BETWEEN FLUSH VALVE AND GRAVEL I' O N WIRES TO CONTROLLER FILTER FABRIC, WRAP ALL SIDES 8° MAIN LINE AS OCCURS. 8" DIA. 2" CRUSHED GRAVEL DRY WELL, 2' DEEP DRIP FLUSH VALVE N.T.S. v % NOT TO SCALE N.T.S. ` v % N.T.S. ` v f N.T.S. CONTRACTOR TO BRAND IRRIGATION VALVE BOX LID WITH RESPECTIVE IRRIGATION COMPONENT. (IE. RCV, MV, QC, ETC.) 18 -24" COILED WIRE VALVE BOX LID WATERPROOF CONNECTORS (2) REMOTE CONTROL VALVE MODEL ICV -101 G ACCU- SYNC -ADJ WITH FILTER SENTRY FINISH GRADE STANDARD VALVE BOX N.T.S. z STRIP WIRES APPROXIMATELY 5/8" FROM END i INSERT WIRES THROUGH HOLES IN BASE OF BODY TWIST STRIPPED WIRES TOGETHER AND APPLY CRIMP SLEEVE WITH AN INDENT TYPE CRIMPING TOOL. PUSH WIRES BACK INTO BODY. INVERT BODY AND INSERT PLUG INTO BODY UNTIL IN SNAPS TIGHT. NOTES: 1. ONE CONNECTOR HANDLES #10 AWG, #12 AWG AND #14 AWG WIRES. 2. WIRE CONNECTORS WILL ACCEPT THREE WIRE OR TWO WIRE CONNECTIONS. 3. WIRE CONNECTOR SHALL BE 3M DBR /DBY OR KING BROS. WIRE CONNECTION WATERPROOF CONNECTIONS 14 "x19" RECTANGULAR PLASTIC -1 VALVE BOX WITH BOLT DOWN LID. VALVE LID SHALL BE PERMANENTLY INSCRIBED "FLOW SENSOR" 24" FLOW SENSOR Gi nw N.T.S. TWO #14 DIRECT BURIAL COPPER WIRES BLACK & WHITE REMOTE CONTROL VALVE IN COLOR. LOOP 36" INSIDE WITH FLOW CONTROL VALVE BOX PVC SCHEDULE 80 THREADED UNION (2)� 1" ABOVE GRADE IN TURF AREAS, 3" ABOVE GRADE IN SHRUB OR PVC MALE ADAPTER GROUNDCOVER AREAS PER LOWE'S LATERAL LINE STANDARD SPECIFICATIONS F/G r__ F/G EXTENSION PVC REDUCER BUSHING, —I DISTANCE EQUAL TO 1 OX PIPE DIAMETER FROM FLOW I SENSOR PVC MAIN LINE BRICK (4 TOTAL) 24" 18" CONTRACTOR TO BRAND IRRIGATION VALVE BOX LID WITH RESPECTIVE IRRIGATION COMPONENT. (IE. RCV, MV, QC, ETC.) 18 -24" COILED WIRE VALVE BOX LID WATERPROOF CONNECTORS (2) FINISH GRADE JUMBO VALVE BOX SCH 80 T.O.E. NIPPLE(2) MAIN LINE PIPE & FITTINGS BRICK SUPPORTS (4) 3/4" MINUS WASHED GRAVEL NOTE: APPLY TEFLON TAPE TO ALL THREADED PIPE CONNECTIONS. DRIP CONTROL ZONE KIT 24 VOLT WIRE- PROVIDE 3M DBR /DBY OR KING BROS. WIRE CONNECTORS AT ALL SPLICES AND 36" OF EXCESS WIRE 1" ABOVE GRADE IN TURF AREAS, W ABOVE GRADE IN SHRUB OR GROUNDCOVER AREAS PER LOWE'S STANDARD SPECIFICATIONS F ---VALVE I.D. TAG SCHEDULE 80 PVC FITTINGS (AS REQUIRED) 1 — BRICK (4 TOTAL) o PVC MAIN LINE TO POINT —OF CONNECTION N.T.S. 0 BRICK SUPPORT (3) NOTE: APPLY TEFLON TAPE O ALL THREADED PIPE CONNECTIONS. � QUICK COUPLER VALVE N.T.S. FINISH GRADE VALVE BOX LID MODEL HQ- 44 -LRC HUNTER QUICK COUPLER VALVE 10" ROUND VALVE BOX 3/4" MINUS GRAVEL #4 REBAR W /SS HOSE CLAMPS PREFABRICATED SWING JOINT MAIN LINE PIPE MAIN LINE TEE OR ELL —� N.T.S. L PEA GRAVEL - 4" DEEP SCH40 PVC TEE BELOW VALVE (Ni SOIL MAIN LINE FROM ALLOWED IN VALVE BACKFLOW - 5x PIPE DIA. 10x PIPE DIA. BOX) UPSTREAM NO ZONE CONNECTIONS PERMITTED BETWEEN PVC REDUCER BUSHING, MASTER VALVE AND FLOW SENSOR rf- Rwmd DISTANCE EQUAL TO 1 OX PIPE PEA GRAVEL - 4" DEEP DIAMETER FROM FLOW BELOW VALVE (NO SOIL SENSOR ALLOWED IN VALVE NOTE: ALL EXCESS WIRE SHALL BE BOX) COILED IN A TIGHT CIRCULAR COIL. Date DIAL TOLL FREE I FLOW SENSOR AND MASTER VALVE ASSEMBLY ��• Kimle>>> Horn Kimley -Horn 81 1 V N.T.S. 9Te of oA`\fo� Y and Associates, Inc. @2019 Know what's below. AT LEAST Two DAYS 401 B Street, Suite 600, San Diego, California 92101 Call before you dig. BEFORE YOU DIG Phone: 619.234.9411 / www.kimley— horn.com UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA F IR-02 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. LDD I EB I RK DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO��W APPROVED: IRRIGATION DETAILS CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 Fdwa,�,/�j (,�/,,Xew SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ENGINEER DATE 14321 -1 AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING ��/ �.,�� / 5798 STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. p hj), P.L.A. NO.: CITY ENGINEERS 27 20 RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER S'aZl ';lo / / ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR MICHAEL P. MADSEN EXP.: 08 -31 -2021 DATE DATE PLANNING CASE NO: 17 -272 DR /CDP SHEET 40 OF 48 -�- Imam 1'I'1'1.1.11'1'1'I'I ' f•I � � . . . . . . . . . . �' . • • M. • • . . • • N.T.S. z STRIP WIRES APPROXIMATELY 5/8" FROM END i INSERT WIRES THROUGH HOLES IN BASE OF BODY TWIST STRIPPED WIRES TOGETHER AND APPLY CRIMP SLEEVE WITH AN INDENT TYPE CRIMPING TOOL. PUSH WIRES BACK INTO BODY. INVERT BODY AND INSERT PLUG INTO BODY UNTIL IN SNAPS TIGHT. NOTES: 1. ONE CONNECTOR HANDLES #10 AWG, #12 AWG AND #14 AWG WIRES. 2. WIRE CONNECTORS WILL ACCEPT THREE WIRE OR TWO WIRE CONNECTIONS. 3. WIRE CONNECTOR SHALL BE 3M DBR /DBY OR KING BROS. WIRE CONNECTION WATERPROOF CONNECTIONS 14 "x19" RECTANGULAR PLASTIC -1 VALVE BOX WITH BOLT DOWN LID. VALVE LID SHALL BE PERMANENTLY INSCRIBED "FLOW SENSOR" 24" FLOW SENSOR Gi nw N.T.S. TWO #14 DIRECT BURIAL COPPER WIRES BLACK & WHITE REMOTE CONTROL VALVE IN COLOR. LOOP 36" INSIDE WITH FLOW CONTROL VALVE BOX PVC SCHEDULE 80 THREADED UNION (2)� 1" ABOVE GRADE IN TURF AREAS, 3" ABOVE GRADE IN SHRUB OR PVC MALE ADAPTER GROUNDCOVER AREAS PER LOWE'S LATERAL LINE STANDARD SPECIFICATIONS F/G r__ F/G EXTENSION PVC REDUCER BUSHING, —I DISTANCE EQUAL TO 1 OX PIPE DIAMETER FROM FLOW I SENSOR PVC MAIN LINE BRICK (4 TOTAL) 24" 18" CONTRACTOR TO BRAND IRRIGATION VALVE BOX LID WITH RESPECTIVE IRRIGATION COMPONENT. (IE. RCV, MV, QC, ETC.) 18 -24" COILED WIRE VALVE BOX LID WATERPROOF CONNECTORS (2) FINISH GRADE JUMBO VALVE BOX SCH 80 T.O.E. NIPPLE(2) MAIN LINE PIPE & FITTINGS BRICK SUPPORTS (4) 3/4" MINUS WASHED GRAVEL NOTE: APPLY TEFLON TAPE TO ALL THREADED PIPE CONNECTIONS. DRIP CONTROL ZONE KIT 24 VOLT WIRE- PROVIDE 3M DBR /DBY OR KING BROS. WIRE CONNECTORS AT ALL SPLICES AND 36" OF EXCESS WIRE 1" ABOVE GRADE IN TURF AREAS, W ABOVE GRADE IN SHRUB OR GROUNDCOVER AREAS PER LOWE'S STANDARD SPECIFICATIONS F ---VALVE I.D. TAG SCHEDULE 80 PVC FITTINGS (AS REQUIRED) 1 — BRICK (4 TOTAL) o PVC MAIN LINE TO POINT —OF CONNECTION N.T.S. 0 BRICK SUPPORT (3) NOTE: APPLY TEFLON TAPE O ALL THREADED PIPE CONNECTIONS. � QUICK COUPLER VALVE N.T.S. FINISH GRADE VALVE BOX LID MODEL HQ- 44 -LRC HUNTER QUICK COUPLER VALVE 10" ROUND VALVE BOX 3/4" MINUS GRAVEL #4 REBAR W /SS HOSE CLAMPS PREFABRICATED SWING JOINT MAIN LINE PIPE MAIN LINE TEE OR ELL —� N.T.S. L PEA GRAVEL - 4" DEEP SCH40 PVC TEE BELOW VALVE (Ni SOIL MAIN LINE FROM ALLOWED IN VALVE BACKFLOW - 5x PIPE DIA. 10x PIPE DIA. BOX) UPSTREAM NO ZONE CONNECTIONS PERMITTED BETWEEN PVC REDUCER BUSHING, MASTER VALVE AND FLOW SENSOR rf- Rwmd DISTANCE EQUAL TO 1 OX PIPE PEA GRAVEL - 4" DEEP DIAMETER FROM FLOW BELOW VALVE (NO SOIL SENSOR ALLOWED IN VALVE NOTE: ALL EXCESS WIRE SHALL BE BOX) COILED IN A TIGHT CIRCULAR COIL. Date DIAL TOLL FREE I FLOW SENSOR AND MASTER VALVE ASSEMBLY ��• Kimle>>> Horn Kimley -Horn 81 1 V N.T.S. 9Te of oA`\fo� Y and Associates, Inc. @2019 Know what's below. AT LEAST Two DAYS 401 B Street, Suite 600, San Diego, California 92101 Call before you dig. BEFORE YOU DIG Phone: 619.234.9411 / www.kimley— horn.com UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA F IR-02 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. LDD I EB I RK DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO��W APPROVED: IRRIGATION DETAILS CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 Fdwa,�,/�j (,�/,,Xew SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ENGINEER DATE 14321 -1 AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING ��/ �.,�� / 5798 STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. p hj), P.L.A. NO.: CITY ENGINEERS 27 20 RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER S'aZl ';lo / / ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR MICHAEL P. MADSEN EXP.: 08 -31 -2021 DATE DATE PLANNING CASE NO: 17 -272 DR /CDP SHEET 40 OF 48 PVC MAINLINE. DRIP VALVE / FILTER / REGULATOR. TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED AREA. 1 END FEED EXAMPLE TYPICAL LATERAL PIPE FROM VALVE ASSEMBLY, SIZE PER PLANS. TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED AREA. Y2" POLYETHYLENE OR PVC- HEADER. TYPICAL START CONNECTION - SXSXT TEE W/ TECHLINE MALE ADAPTER. DRIPLINE SPACING AS NOTED. AIR /VACUUM RELIEF VALVE PLUMBED TO TECLINE AT EACH HIGH POINT. BLANK TECHLINE TUBING CENTERED ON MOUND OR BERM. TYPICAL TECHLINE TUBING LATERALS WITH EMITTER SPACING AS NOTED. TIE DOWN STAKE AT ALL TEES, ELLS, AND AT 5' O.C. AT CLAY, 4' O.C. AT LOAM, OR 3' O.C. AT SAND. LINE FLUSHING VALVE 7 PLUMBED TO PVC OR POLY LINE AT LOW END, AS NOTED. CENTER FEED EXAMPLE TYPICAL NETAFIM TECHLINE REQUIREMENTS 3" = 1-0" PERMANENTLY NOTCH OR OTHERWISE MARK HARDSCAPE WHERE SLEEVE OCCURS HARDSCAPE, TYPICAL FINISHED 12" MIN. /� GRADE <a SCH. 40 PVC PIPE SLEEVE, `-- BACKFILL WITH NATIVE SOIL & COMPACT SIZE NOTED TO 90% OPTIMUM DENSITY. BACKFILL ON PLANS WITHIN 4" OF SLEEVE SHALL BE FREE OF ROCKS AND STONES LARGER THAN 1/4" DIA. l n a MAINLINE AND LATERAL PIPE SLEEVING � V NOT TO SCALE SLOPED CONDITION NOTES: 1. DRIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE WHENEVER POSSIBLE. 2. INSTALL AIR RELIEF VALVE AT HIGHEST POINT. 3. TECHLINE NORMAL SPACING WITHIN THE TOP % OF SLOPE, 4. INSTALL TECHLINE AT NORMAL SPACING PLUS 25% AT THE BOTTOM Y3 OF THE SLOPE. 5. WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM Y3 ON A SEPARATE VALVE. TECHLINE MAXIMUM LENGTH OF SINGLE LATERAL (FEET) DRIPPER SPACING 12" 18" 24" WATER SOURCE: DRIP VALVE OR LATERAL DRIPPER FLOW 0.4 0.6 0.9 0.4 0.6 0.9 0.6 0.9 FROM VALVE. RATE (GPH) W 15 292 233 175 410 322 247 405 308 D w 25 397 321 238 558 438 335 553 423 Of w' 35 486 365 279 656 514 394 649 497 N w� Z 45 520 407 311 732 574 439 725 555 TECHLINE FLOW PER 100 FEET 0.4 GPH DRIPPER 0.6 GPH DRIPPER 0.9 GPH DRIPPER DRIPPER SPACING GPH GPM GPH GPM GPH GPM 12" 40.00 0.67 61.00 1.02 92.00 1.53 18" 26.67 0.44 41.00 0.68 61.00 1.02 24" N/A N/A 31.00 0.51 46.00 0.77 EXAMPLES LEGEND MODEL IC- XX00 -PP 3/4" POWER CONDUIT: SIZE, TYPE, DEPTH PER LOCAL CODE GROUND WIRE CONDUIT, MIN. 1 1/2 ". GROUND PER ASIC GUIDELINES 'EDESTAL BASE: CONCRETE DR PREFABRICATED -INISH GRADE 'ONDUIT FOR CONTROL WIRES I -CORE CONTROLLER PLASTIC PEDESTAL 1" = 1' -0" FX -IR- HUNT - CONT -21 r A A F L_j r F I F r A I wl l a I I o f 1 _j I L_ F v) A I � r VA� F F F F ISLAND MEDIAN ISLAND, MEDIAN ISLAND, IRREGULAR AREAS: LAYOUT DOWN SLOPE - 1 DOWN SLOPE - 2 TRIANGULAR IRREGULAR AREAS: ODIZECURVES MIKE i I. " F� TYPICAL START CONNECTION ON EXHAUST HEADER. 1 TOTAL LENGTH OF TECHLINE TUBING IN THIS AREA CAN NOT EXCEED THE MAX. LENGTH OF RUN. TYPICAL START CONNECTION ON SUPPLY HEADER. SEE------ EE - - 7- SUB - HEADER DETAIL. F - - "- - - - TYPICAL TECHLINE START CONNECTION. PARKING ISkOND TYPICAL LAYOUT 328413.56 -26 MODEL: SOLAR SYNC SENSOR 12' HIGH, 4" DIA. SCHEDULE 40 GALVANIZED STEEL PIPE POST CAP. MOUNT IN LOCATION THAT MAXIMIZES DIRECT SUNLIGHT, OPEN TO RAINFALL AND OUT OF SPRINKLER SPRAY PATTERN CONDUIT FROM SOLAR SYNC SENSOR TO CONTROLLER OR TO A POINT 12" BELOW GRADE MODEL SOLAR SYNC MODULE MOUNT LESS THAN 6' AWAY FROM CONTROLLER. MODULE CAN BE MOUNTED INTERNALLY WHEN PAIRED WITH THE PCC CONTROLLER. IYa11:".]l FACTORY- INSTALLED CAP SPRINKLER BODY, SEE IRRIGATION SCHEDULE SWING JOINT: HUNTER 'PRO -FLEX' TUBING, HSBE -050 ELBOWS (2), & MARLEX STREET ELBOW (1) LATERAL TEE OR ELL LATERAL PIPE PROS- 06- PRS40 -CV - MP ROTATOR SPRINKLER NOT TO SCALE 'OMMUNICATION WIRE, 18- 2(WIRE TYPE TO MEET INSTALLATION CODE REQUIREMENTS), -ROM MODULE TO SENSOR. MAXIMUM TOTAL WIRE DISTANCE, 200 FT. SLOPE TOP OF CONCRETE FOOTING AWAY FROM PIPE SOLAR SYNC SYSTEM WITH MOUNT NOTE: ACID WASH STEEL PIPE POST, STEEL POST CAP AND ELECTRICAL "J" BOX THOROUGHLY. PAINT WITH 1 COAT RUSTOLEUM PRIMER AND 2 COATS OF FOREST GREEN EXTERIOR HIGH GLOSS PAINT. NTS INAlat Y � nanara oa. � ® DIAL TOLL FREE Kimle>>> Horn Kimley -Horn �I and Associates, Inc. ©2019 Know what's below. AT LEAST Two DAYS 401 B Street, Suite 600, San Diego, California 92101 Call before you dig. BEFORE YOU DIG UNDERGROUND SERVICE ALERT of SOUTHERN nuFORPhone: 619.234.9411 www.kimley- horn.com F IR-03 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. LDD I EB I RK DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO� APPROVED: IRRIGATION DETAILS CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 �a/wa,/�j (�/,e� SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ENGINEER DATE 14321 -1 AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING 5798 STEVE NOWAK EDWARD J. WINNER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. P.L.A. NO.: CITY ENGINEER 5 27 20 RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER S- aZl , / / ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR MICHAEL P. MADSEN EXP.: 08 -31 -2021 DATE DATE PLANNING CASE NO: 17 -272 DR /CDP SHEET 41 OF 48 TYPICAL SUPPLY HEADER. TYPICAL TECHLINE DRIPPER LINE TUBING. TYPICAL PVC OR POLY SUPPLY OR EXHAUST HEADER. n� LINE FLUSING VALVE �J PLUMBED TO PVC OR POLY. AIR /VACUUM RELIEF VALVE, INSTALL AT HIGH POINT OF SYSTEM. RIY- IN -LINE SPRING CHECK VALVE FOR LOW HEAD DRAINAGE. EXAMPLES LEGEND MODEL IC- XX00 -PP 3/4" POWER CONDUIT: SIZE, TYPE, DEPTH PER LOCAL CODE GROUND WIRE CONDUIT, MIN. 1 1/2 ". GROUND PER ASIC GUIDELINES 'EDESTAL BASE: CONCRETE DR PREFABRICATED -INISH GRADE 'ONDUIT FOR CONTROL WIRES I -CORE CONTROLLER PLASTIC PEDESTAL 1" = 1' -0" FX -IR- HUNT - CONT -21 r A A F L_j r F I F r A I wl l a I I o f 1 _j I L_ F v) A I � r VA� F F F F ISLAND MEDIAN ISLAND, MEDIAN ISLAND, IRREGULAR AREAS: LAYOUT DOWN SLOPE - 1 DOWN SLOPE - 2 TRIANGULAR IRREGULAR AREAS: ODIZECURVES MIKE i I. " F� TYPICAL START CONNECTION ON EXHAUST HEADER. 1 TOTAL LENGTH OF TECHLINE TUBING IN THIS AREA CAN NOT EXCEED THE MAX. LENGTH OF RUN. TYPICAL START CONNECTION ON SUPPLY HEADER. SEE------ EE - - 7- SUB - HEADER DETAIL. F - - "- - - - TYPICAL TECHLINE START CONNECTION. PARKING ISkOND TYPICAL LAYOUT 328413.56 -26 MODEL: SOLAR SYNC SENSOR 12' HIGH, 4" DIA. SCHEDULE 40 GALVANIZED STEEL PIPE POST CAP. MOUNT IN LOCATION THAT MAXIMIZES DIRECT SUNLIGHT, OPEN TO RAINFALL AND OUT OF SPRINKLER SPRAY PATTERN CONDUIT FROM SOLAR SYNC SENSOR TO CONTROLLER OR TO A POINT 12" BELOW GRADE MODEL SOLAR SYNC MODULE MOUNT LESS THAN 6' AWAY FROM CONTROLLER. MODULE CAN BE MOUNTED INTERNALLY WHEN PAIRED WITH THE PCC CONTROLLER. IYa11:".]l FACTORY- INSTALLED CAP SPRINKLER BODY, SEE IRRIGATION SCHEDULE SWING JOINT: HUNTER 'PRO -FLEX' TUBING, HSBE -050 ELBOWS (2), & MARLEX STREET ELBOW (1) LATERAL TEE OR ELL LATERAL PIPE PROS- 06- PRS40 -CV - MP ROTATOR SPRINKLER NOT TO SCALE 'OMMUNICATION WIRE, 18- 2(WIRE TYPE TO MEET INSTALLATION CODE REQUIREMENTS), -ROM MODULE TO SENSOR. MAXIMUM TOTAL WIRE DISTANCE, 200 FT. SLOPE TOP OF CONCRETE FOOTING AWAY FROM PIPE SOLAR SYNC SYSTEM WITH MOUNT NOTE: ACID WASH STEEL PIPE POST, STEEL POST CAP AND ELECTRICAL "J" BOX THOROUGHLY. PAINT WITH 1 COAT RUSTOLEUM PRIMER AND 2 COATS OF FOREST GREEN EXTERIOR HIGH GLOSS PAINT. NTS INAlat Y � nanara oa. � ® DIAL TOLL FREE Kimle>>> Horn Kimley -Horn �I and Associates, Inc. ©2019 Know what's below. AT LEAST Two DAYS 401 B Street, Suite 600, San Diego, California 92101 Call before you dig. BEFORE YOU DIG UNDERGROUND SERVICE ALERT of SOUTHERN nuFORPhone: 619.234.9411 www.kimley- horn.com F IR-03 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. LDD I EB I RK DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO� APPROVED: IRRIGATION DETAILS CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 �a/wa,/�j (�/,e� SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ENGINEER DATE 14321 -1 AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING 5798 STEVE NOWAK EDWARD J. WINNER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. P.L.A. NO.: CITY ENGINEER 5 27 20 RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER S- aZl , / / ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR MICHAEL P. MADSEN EXP.: 08 -31 -2021 DATE DATE PLANNING CASE NO: 17 -272 DR /CDP SHEET 41 OF 48 W W LU _j LU J 2 I APN 261 -19 -104 I I I I F1 SAN ELIJO LAGOON ENTRANCE P » APN 261 -19 -103 APN 261 -20 -028 -MI • fin- ,� • PROPOSED MULTI —USE PATH EASEMENT DOC# 2020 ----- Kimler Horn and A -Horn and Associates, Inc. ©2019 401 B Street, Suite 600, San Diego, California 92101 Phone: 619.234.9411 / www.kimley— horn.com CHANGE NO.1 DESCRIPTION FM • DIAL TOLL FREE 811 Know what's below. AT LEAST TWO DAYS Call before you dig. BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Mll R. • Q. a. s- I .�' ° 1E ® ° WI 1 ® ® z / oo I W / > Q 5' / W / U j I , I W \ I I \ Q i APN \ 261 -20 -036 I I I \ I I Ji +f r I�� a 0�\ ,63O O -- - �A. 11 O� 0 s A tP lz UP i APN o� 261 -01 -013 APN 261 -29 -057 PROPOSED WETLAND BUFFER OPEN SPACE EASEMENT DOC# 2020 __________ NO CONSTRUCTION STAGING OR ANY CONSTRUCTION ACTIVITY PERMITTED WITHIN WETLAND BUFFER OPEN SPACE EASEMENT I I \ I I I \ 9.66 19 FM A 1" Z CRITICAL ANALYSIS Generated: 2019 -08 -14 11: 06 P.O.C. NUMBER: 01 RAIN BIRD PESBR —PRS —D Water Source Information: EXISTING POC — CONTRACTOR TO TIE PROPOSED SYSTEM INTO EXISTING MAINLINE. WATER APPLICATIONS. WITH SCRUBBER FLOW AVAILABLE MECHANISM TECHNOLOGY, PURPLE FLOW CONTROL Point of Connection Size: 1 -1/2" is 47.66 gpm PRESSURE AVAILABLE QUICK COUPLER VALVE, PURPLE RUBBER LOCKING Static Pressure at POC: 65.00 psi I II 65.00 psi DESIGN ANALYSIS 2 —PIECE BODY. ACME KEY WITH ANTI — ROTATION Maximum Station Flow: 23.37 gpm Flow Available at POC: 47.66 gpm Residual Flow Available: 24.29 gpm Critical Station: 3 Design Pressure: 20.00 psi Friction Loss: 1.23 psi Fittings Loss: 0.12 psi Elevation Loss: APN 261 -19 -104 I I I I F1 SAN ELIJO LAGOON ENTRANCE P » APN 261 -19 -103 APN 261 -20 -028 -MI • fin- ,� • PROPOSED MULTI —USE PATH EASEMENT DOC# 2020 ----- Kimler Horn and A -Horn and Associates, Inc. ©2019 401 B Street, Suite 600, San Diego, California 92101 Phone: 619.234.9411 / www.kimley— horn.com CHANGE NO.1 DESCRIPTION FM • DIAL TOLL FREE 811 Know what's below. AT LEAST TWO DAYS Call before you dig. BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Mll R. • Q. a. s- I .�' ° 1E ® ° WI 1 ® ® z / oo I W / > Q 5' / W / U j I , I W \ I I \ Q i APN \ 261 -20 -036 I I I \ I I Ji +f r I�� a 0�\ ,63O O -- - �A. 11 O� 0 s A tP lz UP i APN o� 261 -01 -013 APN 261 -29 -057 PROPOSED WETLAND BUFFER OPEN SPACE EASEMENT DOC# 2020 __________ NO CONSTRUCTION STAGING OR ANY CONSTRUCTION ACTIVITY PERMITTED WITHIN WETLAND BUFFER OPEN SPACE EASEMENT I I \ I I I \ 9.66 19 FM A 1" Z CRITICAL ANALYSIS Generated: 2019 -08 -14 11: 06 P.O.C. NUMBER: 01 RAIN BIRD PESBR —PRS —D Water Source Information: EXISTING POC — CONTRACTOR TO TIE PROPOSED SYSTEM INTO EXISTING MAINLINE. WATER APPLICATIONS. WITH SCRUBBER FLOW AVAILABLE MECHANISM TECHNOLOGY, PURPLE FLOW CONTROL Point of Connection Size: 1 -1/2" Flow Available: 47.66 gpm PRESSURE AVAILABLE QUICK COUPLER VALVE, PURPLE RUBBER LOCKING Static Pressure at POC: 65.00 psi Pressure Available: 65.00 psi DESIGN ANALYSIS 2 —PIECE BODY. ACME KEY WITH ANTI — ROTATION Maximum Station Flow: 23.37 gpm Flow Available at POC: 47.66 gpm Residual Flow Available: 24.29 gpm Critical Station: 3 Design Pressure: 20.00 psi Friction Loss: 1.23 psi Fittings Loss: 0.12 psi Elevation Loss: 0.00 psi Loss through Valve: 20.00 psi Pressure Req. at Critical Station: 41.35 psi Loss for Fittings: 0.78 psi Loss for Main Line: 7.76 psi Loss for POC to Valve Elevation: 8.31 psi Loss for Backflow: 0.00 psi Critical Station Pressure at POC: 58.20 psi Pressure Available: 65.00 psi Residual Pressure Available: 6.80 psi ESA M w LU _ PROPOSED OPEN SPACE EASEMENT \ C/) SEJPA TRAIL �� / DOC# 2020_____ ► /' W \ SEE IMPROVEMENT PLANS L IRRIGATION MAINLINE DRAWN FOR W CLARITY. CONTRACTOR TO FURNISH AND U) INSTALL IRRIGATION MAINLINE ON THE 23 — —..� — �— —..� --- - - - - -- WEST SIDE OF BROW DITCH (TYP.) O LO 77. CN .. 71 MW mvm� APPROVED DATE BENCHMARK DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 ELEVATION: 18.56 DATUM: NAVD88 ENGINEER a111h° AS -BUILT APPROVALS DATE SENIOR ENGINEER DATE F INT. DATEI PLANS PREPARED UNDER SUPERVISION OF UBLIC WORKS DATE: 04 -14 -2020 PLANNING P.L.A. NO.: 5798 REVIEWER INSPECTOR I MICHAEL P. MADSEN EXP.: 08 -31 -2021 ENGINEERING DIVISION APPROVALS RECW APPROVED: 6(waW c7 Wia e� STEVE NOWAK EDWARD J. WIMMER , CITY ENGINEERS /2%/20 DATE DATE IRRIGATION LEGEND FOR COPLETE SCCHEDUULE SEE HEET 39N SYMBOL MANUFACTURER /MODEL �T HUNTER MP CORNER PROS- 12 —CV —R ® HUNTER MP STRIP PROS- 12 —CV —R ® HUNTER MP STRIP PROS— I2 —CV —R ® HUNTER MP STRIP PROS- 12 —CV —R �M HUNTER MP1000 PROS- 12 —CV —R �K HUNTER MP2000 PROS- 12 —CV —R �Br HUNTER MP3000 PROS- 12 —CV —R SYMBOL MANUFACTURER /MODEL HUNTER ICZ- 101- 40 —LF —R NETAFIM TLSOV NETAFIM 65ARIA075 AREA TO RECEIVE DRIPLINE NETAFIM 08WRAM -06 -18 SYMBOL MANUFACTURER /MODEL /DESCRIPTION SPECIAL NOTE: RAIN BIRD PESBR —PRS —D CONTRACTOR MAY 1 ", 1 -1/2 ", AND 2" DURABLE OVERHEAD SPRAY CHLORINE— RESISTANT VALVES FOR RECLAIMED FROM THE OWNER. WATER APPLICATIONS. WITH SCRUBBER ENSURE ADEQUATE MECHANISM TECHNOLOGY, PURPLE FLOW CONTROL REQUIRED FOR THE HANDLE, AND PRESSURE REGULATOR MODULE. Q HUNTER HQ- 44LRC —AW —R QUICK COUPLER VALVE, PURPLE RUBBER LOCKING COVER FOR RECLAIMED WATER USE. RED BRASS AND STAINLESS STEEL, WITH 1" NPT INLET, 2 —PIECE BODY. ACME KEY WITH ANTI — ROTATION WINGS. HAYWARD TRUE UNION TB SERIES SHUT OFF VALVE. SIZE TO MATCH MAINLINE DIA. MV HUNTER IBV -151G 1 -1/2" 1 -1/2" BRASS ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED INLET /OUTLET, FOR COMMERCIAL /MUNICIPAL USE. © HUNTER IC- 2400 —PP MODULAR CONTROLLER, 24 STATIONS, OUTDOOR MODEL, PLASTIC PEDESTAL. COMMERCIAL USE. WITH THREE ICM -600 MODULES INCLUDED. HUNTER WSS WIRELESS SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, CONNECTS TO HUNTER PCC, PRO —C, AND I —CORE CONTROLLERS, INSTALL AS NOTED. INCLUDES 10 YEAR LITHIUM BATTERY AND RUBBER MODULE COVER, AND GUTTER MOUNT BRACKET. FS RAIN BIRD FS -200 —B 2" FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM, SITECONTROL, AND ESP —LXD CENTRAL CONTROL SYSTEMS. BRASS MODEL. SUGGESTED OPERATING RANGE OF 4.9 GPM TO 294.0 GPM. SENSORS SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE. ❑E 1 -1/2" WYE STRAINER RM WATER METER 1 -1/2" RECYCLED IRRIGATION WATER METER — CONTRACTOR TO TIE PROPOSED SYSTEM INTO EXISTING 12" RECLAIMED WATER MAINLINE. FIELD VERIFY FINAL LOCATION. IRRIGATION LATERAL LINE: PVC SCHEDULE 40 PURPLE IN COLOR — — IRRIGATION MAINLINE: PVC SCHEDULE 40 PURPLE IN COLOR - - - - - - - - PIPE SLEEVE: PVC SCHEDULE 40 PURPLE IN COLOR Valve Callout Valve Number # # Valve Flow GRAPHIC SCALE IN FEET #" Valve Size 0 10 20 40 CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT IRRIGATION PLAN SAN ELIJO WATER RECLAMATION FACILITY 2695 MANCHESTER AVENUE ENCINITAS, CA 92007 PLANNING CASE NO: 17— ■ • � • : E 1 Me Me 14321 -1 SHEET 42 OF 481 SPECIAL NOTE: CONTRACTOR MAY SUBSTITUTE DRIP IRRIGATION WITH OVERHEAD SPRAY IF GIVEN WRITTEN APPROVAL FROM THE OWNER. CONTRACTOR IS RESPONSIBLE TO ENSURE ADEQUATE COVERAGE, PRESSURE AND FLOW REQUIRED FOR THE SYSTEM. CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT IRRIGATION PLAN SAN ELIJO WATER RECLAMATION FACILITY 2695 MANCHESTER AVENUE ENCINITAS, CA 92007 PLANNING CASE NO: 17— ■ • � • : E 1 Me Me 14321 -1 SHEET 42 OF 481 0 N r` 0 N 0 N \ M u-> c� G! I 0 0 0 / U) w Z n / z 0 U) w CL0 Q D U) 0 0 0 rn G! Q �I 0 z N ►M W W 2 1 U) LL 1��_ LU J ESA /�— —1� i �` — �� -- PROPOSED OPEN SPACE EASEMENT �( 2020 __ ------ - - - - -- ~ - - - - -- - - - --------------- - - - - -- — — �. .—• M T LLI M f— --- - - - - -- LU 2.15 17 - -- - -- - -. (n y ::. --- - - - - -- - - » O 2� - - - - - - - - - - - -_T 1 - - -- o co SEJPA TRAIL (n / IRRIGATION MAINLINE DRAWN FOR — — ®— �_ S 6.66 16 LLI CLARITY. CONTRACTOR TO FURNISH AND —� �— _ _ _ _ — 1 Z A- _ O i ° J INSTALL IRRIGATION MAINLINE ON THE — o e O WEST SIDE OF BROW DITCH (TYP.) _ (P o o INSTALL RW QUICK COUPLER FOR WATER TESTING. m i i O INSTALL 1 -1/2" WYE STRAINER DIRECTLY AFTER Q i PONT OF CONNECTION. y ° PROPOSED MULTI —USE PATH EASEMENT A_ DOC# 2020_____ A N LLI W 10 U) 2 ry n O LLI LLI Ill O O O Q U) LLI Z J _ U Q CONTRACTOR TO TIE PROPOSED IRRIGATION SYSTEM INTO EXISTING 12 RECLAIMED MAINLINE CONNECTION. CONTRACTOR SHALL FIELD VERIFY LOCATION OF MAINLINE AND ENSURE SYSTEM CAPACITY. FURNISH AND INSTALL DRIP FLUSH VALVE AT THE LOWEST ELEVATION OF THE SYSTEM (TYP.) 14 LLI LLI 2 LLI LLI LO 9 LU Z FOR COMPLETE IRRIGATION IRRIGATION LEGEND SCHEDULE SEE SHEET # # # ## SYMBOL MANUFACTURER /MODEL �T HUNTER MP CORNER PROS- 12 —CV —R ® HUNTER MP STRIP PROS- 12 —CV —R ® HUNTER MP STRIP PROS— I2 —CV —R ® HUNTER MP STRIP PROS- 12 —CV —R �M HUNTER MP1000 PROS- 12 —CV —R �K HUNTER MP2000 PROS- 12 —CV —R �Br HUNTER MP3000 PROS- 12 —CV —R SYMBOL MANUFACTURER /MODEL HUNTER ICZ- 101- 40 —LF —R NETAFIM TLSOV NETAFIM 65ARIA075 AREA TO RECEIVE DRIPLINE NETAFIM 08WRAM -06 -18 SYMBOL MANUFACTURER /MODEL /DESCRIPTION SCALE IN RAIN BIRD PESBR —PRS —D #" Valve Size 1 ", 1 -1/2 ", AND 2" DURABLE 20 CHLORINE— RESISTANT VALVES FOR RECLAIMED FROM THE OWNER. WATER APPLICATIONS. WITH SCRUBBER ENSURE ADEQUATE MECHANISM TECHNOLOGY, PURPLE FLOW CONTROL REQUIRED FOR THE HANDLE, AND PRESSURE REGULATOR MODULE. Q HUNTER HQ- 44LRC —AW —R LDD QUICK COUPLER VALVE, PURPLE RUBBER LOCKING RK COVER FOR RECLAIMED WATER USE. RED BRASS AND STAINLESS STEEL, WITH 1" NPT INLET, 2 —PIECE BODY. ACME KEY WITH ANTI — ROTATION WINGS. INT. HAYWARD TRUE UNION PLANS PREPARED UNDER SUPERVISION OF DATE: 04 -14 -2020 �/j/ / 5798 (W p ,'"j4l P.L.A. NO.: MICHAEL P. MADSEN EXP.: 08 -31 -2021 TB SERIES SHUT OFF VALVE. SIZE TO MATCH IRRIGATION PLAN SAN ELIJO WATER RECLAMATION FACILITY 2695 MANCHESTER AVENUE ENCINITAS, CA 92007 PLANNING CASE NO: 17 -272 DR /CDP MAINLINE DIA. MV HUNTER IBV -151G 1 -1/2" 1 -1/2" BRASS ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED INLET /OUTLET, FOR COMMERCIAL /MUNICIPAL USE. © HUNTER IC- 2400 —PP MODULAR CONTROLLER, 24 STATIONS, OUTDOOR MODEL, PLASTIC PEDESTAL. COMMERCIAL USE. WITH THREE ICM -600 MODULES INCLUDED. HUNTER WSS WIRELESS SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, CONNECTS TO HUNTER PCC, PRO —C, AND I —CORE CONTROLLERS, INSTALL AS NOTED. INCLUDES 10 YEAR LITHIUM BATTERY AND RUBBER MODULE COVER, AND GUTTER MOUNT BRACKET. FS RAIN BIRD FS -200 —B 2" FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM, SITECONTROL, AND ESP —LXD CENTRAL CONTROL SYSTEMS. BRASS MODEL. SUGGESTED OPERATING RANGE OF 4.9 GPM TO 294.0 GPM. SENSORS SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE. ❑F 1 -1/2" WYE STRAINER FR MI WATER METER 1 -1/2" RECYCLED IRRIGATION WATER METER — CONTRACTOR TO TIE PROPOSED SYSTEM INTO EXISTING 12" RECLAIMED WATER MAINLINE. FIELD VERIFY FINAL LOCATION. IRRIGATION LATERAL LINE: PVC SCHEDULE 40 PURPLE IN COLOR IRRIGATION MAINLINE: PVC SCHEDULE 40 PURPLE IN COLOR - - - - - - - PIPE SLEEVE: PVC SCHEDULE 40 PURPLE IN COLOR Valve Callout Valve Number # #O--- Valve Flow GRAPHIC SCALE IN FEET #" Valve Size 0 10 20 40 Kimley >>> Horn Kimley -Horn and Associates, Inc. ©2019 401 B Street, Suite 600, San Diego, California 92101 Phone: 619.234.9411 / www.kimley— horn.com �w � ' I Know what's below. AT LEAST TWO DAYS Call before you dig. BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SPECIAL NOTE: CONTRACTOR MAY SUBSTITUTE DRIP IRRIGATION WITH OVERHEAD SPRAY IF GIVEN WRITTEN APPROVAL FROM THE OWNER. CONTRACTOR IS RESPONSIBLE TO ENSURE ADEQUATE COVERAGE, PRESSURE AND FLOW REQUIRED FOR THE SYSTEM. CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. Kimley >>> Horn Kimley -Horn and Associates, Inc. ©2019 401 B Street, Suite 600, San Diego, California 92101 Phone: 619.234.9411 / www.kimley— horn.com �w � ' I Know what's below. AT LEAST TWO DAYS Call before you dig. BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA I 71 R-05 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: I DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. LDD EB RK DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 ELEVATION: 18.56 DATUM: NAVD88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 04 -14 -2020 �/j/ / 5798 (W p ,'"j4l P.L.A. NO.: MICHAEL P. MADSEN EXP.: 08 -31 -2021 RECOM APPROVED: z2va rT i rn STEVE NOWAK EDWARD J. WIMMER CITY ENGINEER S aZl al3 5���20 DATE DATE IRRIGATION PLAN SAN ELIJO WATER RECLAMATION FACILITY 2695 MANCHESTER AVENUE ENCINITAS, CA 92007 PLANNING CASE NO: 17 -272 DR /CDP 14321 -1 PUBLIC WORKS ENGINEER DATE PLANNING REVIEWER SENIOR ENGINEER DATE INSPECTOR SHEET 43 OF 48 nonnncrn l Mn k -A- rA("r.. rA IT APN 0cz1_0a_nn7 and -Horn Kimlevo Horn A and Associates, Inc. ©2019 401 B Street, Suite 600, San Diego, California 92101 Phone: 619.234.9411 / www.kimley— horn.com . HANGE N07 DESCRIPTION • DIAL TOLL FREE 811 Know what's below. AT LEAST TWO DAYS Call before you dig. BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA APPROVED DATE BENCHMARK DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 ELEVATION: 18.56 DATUM: NAVD88 ENGINEER AS -BUILT APPROVALS DATE SENIOR ENGINEER DATE ;RIGATION CONTROLLER ANC \LL BE FIELD VERIFIED BY D OWNERS REPRESENTATIV i i INT. DATEI PLANS PREPARED UNDER SUPERVISION OF UBLIC WORKS DATE: 04 -14 -2020 PLANNING P.L.A. NO.: 5798 REVIEWER INSPECTOR I I MICHAEL P. MADSEN EXP.: 08 -31 -2021 ENGINEERING DIVISION APPROVALS RECW APPROVED: j i%aW (l STEVE NOWAK EDWARD J. WIMMER , ;�o CITY ENGINEER 5/2%/20 DATE DATE IRRIGATION LEGEND SFOR COPLETE CHEDULE SEE SHEIET 39N MV HUNTER IBV -151G 1 -1/2" 1 -1/2" BRASS ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED INLET /OUTLET, FOR COMMERCIAL /MUNICIPAL USE. © HUNTER IC- 2400 —PP MODULAR CONTROLLER, 24 STATIONS, OUTDOOR MODEL, PLASTIC PEDESTAL. COMMERCIAL USE. WITH THREE ICM -600 MODULES INCLUDED. HUNTER WSS WIRELESS SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, CONNECTS TO HUNTER PCC, PRO —C, AND I —CORE CONTROLLERS, INSTALL AS NOTED. INCLUDES 10 YEAR LITHIUM BATTERY AND RUBBER MODULE COVER, AND GUTTER MOUNT BRACKET. FS RAIN BIRD FS -200 —B 2" FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM, SITECONTROL, AND ESP —LXD CENTRAL CONTROL SYSTEMS. BRASS MODEL. SUGGESTED OPERATING RANGE OF 4.9 GPM TO 294.0 GPM. SENSORS SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE. ❑F FR MI 1 -1/2" WYE STRAINER WATER METER 1 -1/2" RECYCLED IRRIGATION WATER METER — CONTRACTOR TO TIE PROPOSED SYSTEM INTO EXISTING 12" RECLAIMED WATER MAINLINE. FIELD VERIFY FINAL LOCATION. IRRIGATION LATERAL LINE: PVC SCHEDULE 40 PURPLE IN COLOR IRRIGATION MAINLINE: PVC SCHEDULE 40 PURPLE IN COLOR - - - - - - - PIPE SLEEVE: PVC SCHEDULE 40 PURPLE IN COLOR Valve Callout Valve Number # # Oe— Valve Flow SYMBOL MANUFACTURER /MODEL FEET �T HUNTER MP CORNER PROS- 12 —CV —R 20 ® HUNTER MP STRIP PROS— I2 —CV —R CONTRACTOR IS RESPONSIBLE TO ENSURE ADEQUATE COVERAGE, PRESSURE AND FLOW W ® HUNTER MP STRIP PROS- 12 —CV —R W _ ® HUNTER MP STRIP PROS- 12 —CV —R �M HUNTER MP1000 PROS- 12 —CV —R �K HUNTER MP2000 PROS- 12 —CV —R �Br HUNTER MP3000 PROS- 12 —CV —R LL W J SYMBOL MANUFACTURER /MODEL 73 O HUNTER ICZ- 101- 40 —LF —R NETAFIM TLSOV mNETAFIM 65ARIA075 LU AREA TO RECEIVE DRIPLINE W NETAFIM 08WRAM -06 -18 U) O O p SYMBOL MANUFACTURER /MODEL /DESCRIPTION RAIN BIRD PESBR —PRS —D Q 1 ", 1 -1/2 ", AND 2" DURABLE CHLORINE— RESISTANT VALVES FOR RECLAIMED WATER APPLICATIONS. WITH SCRUBBER W MECHANISM TECHNOLOGY, PURPLE FLOW CONTROL Z HANDLE, AND PRESSURE REGULATOR MODULE. J = Q HUNTER HQ- 44LRC —AW —R 0 QUICK COUPLER VALVE, PURPLE RUBBER LOCKING COVER FOR RECLAIMED WATER USE. RED BRASS Q AND STAINLESS STEEL, WITH 1" NPT INLET, 75 2 —PIECE BODY. ACME KEY WITH ANTI — ROTATION WINGS. HAYWARD TRUE UNION TB SERIES SHUT OFF VALVE. SIZE TO MATCH MAINLINE DIA. MV HUNTER IBV -151G 1 -1/2" 1 -1/2" BRASS ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED INLET /OUTLET, FOR COMMERCIAL /MUNICIPAL USE. © HUNTER IC- 2400 —PP MODULAR CONTROLLER, 24 STATIONS, OUTDOOR MODEL, PLASTIC PEDESTAL. COMMERCIAL USE. WITH THREE ICM -600 MODULES INCLUDED. HUNTER WSS WIRELESS SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, CONNECTS TO HUNTER PCC, PRO —C, AND I —CORE CONTROLLERS, INSTALL AS NOTED. INCLUDES 10 YEAR LITHIUM BATTERY AND RUBBER MODULE COVER, AND GUTTER MOUNT BRACKET. FS RAIN BIRD FS -200 —B 2" FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM, SITECONTROL, AND ESP —LXD CENTRAL CONTROL SYSTEMS. BRASS MODEL. SUGGESTED OPERATING RANGE OF 4.9 GPM TO 294.0 GPM. SENSORS SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE. ❑F FR MI 1 -1/2" WYE STRAINER WATER METER 1 -1/2" RECYCLED IRRIGATION WATER METER — CONTRACTOR TO TIE PROPOSED SYSTEM INTO EXISTING 12" RECLAIMED WATER MAINLINE. FIELD VERIFY FINAL LOCATION. IRRIGATION LATERAL LINE: PVC SCHEDULE 40 PURPLE IN COLOR IRRIGATION MAINLINE: PVC SCHEDULE 40 PURPLE IN COLOR - - - - - - - PIPE SLEEVE: PVC SCHEDULE 40 PURPLE IN COLOR Valve Callout Valve Number # # Oe— Valve Flow GRAPHIC SCALE IN FEET #" Valve Size 0 10 20 40 FROM THE OWNER. CONTRACTOR IS RESPONSIBLE TO ENSURE ADEQUATE COVERAGE, PRESSURE AND FLOW CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT IRRIGATION PLAN SAN ELIJO WATER RECLAMATION FACILITY 2695 MANCHESTER AVENUE ENCINITAS, CA 92007 PLANNING CASE NO: 17— ■ �� • M I 1 \ \ e 14321 -1 SHEET 44 OF 481 SPECIAL NOTE: CONTRACTOR MAY SUBSTITUTE DRIP IRRIGATION WITH OVERHEAD SPRAY IF GIVEN WRITTEN APPROVAL FROM THE OWNER. CONTRACTOR IS RESPONSIBLE TO ENSURE ADEQUATE COVERAGE, PRESSURE AND FLOW REQUIRED FOR THE SYSTEM. CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT IRRIGATION PLAN SAN ELIJO WATER RECLAMATION FACILITY 2695 MANCHESTER AVENUE ENCINITAS, CA 92007 PLANNING CASE NO: 17— ■ �� • M I 1 \ \ e 14321 -1 SHEET 44 OF 481 r` 0 N 0 N O N c� 0 0 W I 0 0 0 / w V) z n z c� U) w 0 w 0 0 0 rn G! Q �I 0 z N ►9 EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KEVIN SMART AT (619)- 952 -0890, 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. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 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. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED IMPROVEMENT PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. 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. 10. PROVIDE VELOCITY CHECK DAMS IN ALL STREET AREAS, PAVED OR UNPAVED, AT THE INTERVALS INDICATED BELOW. VELOCITY CHECK DAMS SHALL BE CONSTRUCTED PER DETAILS EARTHN DIKES MAY NOT BE USED AS VELOCITY CHECK DAMES. STREET GRADE CHECK DAM INTERVAL LESS THAN 2% TO 4% 100 FEET 4% TO 10% 50 FEET OVER 10% 25 FEET STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT: CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS: A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES: A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF —SITE. EROSION CONTROL: EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST — GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON —SITE CONSTRUCTION MATERIAL STORAGE: STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON —SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON —SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING: STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES (CONT. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DIVISION, CITY OF ENCINITAS AT (760) 633 -2770. IVVIG IV VIV IfIIJ JfIGCI DI AAI \ /IC \A/ GRA VEL FILLED BAGS N RAr. NIr.NI 1 IY_Tol we] 2 1111V-.1 A GRAVEL BAG VELOCITY CHECK DAMS - STREET AREAS NOT TO SCALE GRAVEL BAGS 2 BAGS HIGH FILTER FABRIC OVER TOP OF CATCH BASIN AND CURB INLET DIRECTI STREET BLOCK CATCH BASIN OR BMP OPENING WITH DOUBLE ROW OF GRAVEL BAGS PROFILE - CURB INLET OR BIOFILTRATION r�rr�n ,rTrri PLAN VIEW - CURB INLET OR BIOFILTRATION 10]X0110A' 11111111=11 GRATE IN PROFILE - GRATE INLET GRAVEL BAGS (OR APPROVED EQUAL) PLACE AROUND FLOW GRATE OPENING OF CATCH BASIN GRATE 6*1 to] :7711:L•ln we] CL111a GEOTEXTILE BLANKET' PLAN VIEW - GRATE INLET B INLET AND BIOFILTRATION BMP PROTECTION NOT TO SCALE GRAVEL BAGS (OR APPROVED EQUAL) PLACE AROUND GRATE OPENING OF CATCH BASIN GRATE CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL D REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PLASTIC SHEETING OR PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT COMPARABLE MATERIAL OVER STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. STOCKPILE WASTE MANAGEMENT: o CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED�� CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. GRAVEL BAGS 2 BAGS HIGH NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES STOCKPILES ARE REQUIRED TO BE COVERED FOR RAIN EVENTS AND AT SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. ALL TIMES IF THE STOCKPILE IS INACTIVE (NOT DISTURBED FOR A DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN PERIOD OF 14 DAYS OR MORE) CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. TYPICAL STOCKPILE PROTECTION C MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER —BASED PAINTS, VEHICLE NOT TO SCALE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE Q�oFessioti RECYCLED. NON— RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR R2� DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS �� •!- 2 �Z MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR Y INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. w N0. 46482 Z m 15. DIAL TOLL FREE Kimley >>> Horn Kimley -Horn 8 1 1 c►v I,- and Associates, Inc. ©2019 Know what's below. AT LEAST TWO DAYS BEFORE YOU DIG 401 B Street, Suite 600, San Diego, California 92101 Gall before you dig. Phone: 619.234.9411 / www.kimley— horn.com UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA EC -01 CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS GNED BY: DESIMET DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. MKE KPA DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOM APPROVED: EROSION CONTROL NOTES CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ENGINEER DATE i2y_al -d (IT kkEez 1432LOF AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING ` �" STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER R.C.E. NO.: 46482 "� S' aZl ;lo CITY ENGINEER �` /2% 2� ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR KIRK P. AMMERMAN EXP.: 06 -30 -2021 DATE DATE PLANNING CASE NO: 17 -272 DR /CDP SHEET 48 r 0 N r 0 N 0 N c� 0 U w I 0 0 0 / V) w 07 z n z C� V) w 0 Q w 0 0 0 rn G! w Q �I 0 z N M APN 261 -19 -104 I r I I I I "MANCHESTER CL" ALIGNMEN T I R/W I SAN ELIJO LAGOON ENTRANCE 1 .I 0 o(-1 1 "SEJ,P'A EN 1� r 2 ^off �� Or- 0 ,AO <2 I< 11 0 � PA - -�$ LEGEND ESA EASEMENT FENCE MULTI —USE PATH /AC PAVEMENT D.G. :ti A:k CONCRETE PAVEMENT ° GENERAL NOTES 1. SEE HORIZONTAL AND VERTICAL CONTROL PLANS, SHEETS 12 — 17, FOR MULTI —USE PATH PROFILE. 2. SEE GRADING AND DRAINAGE PLANS, SHEETS 18 — 22, FOR STORM DRAIN IMPROVEMENTS. 3. SEE LIGHTING PLANS, SHEETS 31 — 33, FOR ELECTRICAL AND LIGHTING EQUIPMENT REMOVALS, ADJUSTMENTS, RELOCATIONS AND NEW INSTALLATIONS. 4. SEE LANDSCAPE PLANS, SHEETS 36 — 38, FOR ALL LANDSCAPE MATERIAL WITHIN GRADING LIMITS. 7261-01-013 EROSION CONTROL NOTES O1 INSTALL GRAVEL BAG VELOCITY CHECK DAMS — STREET AREAS PER APN DETAIL A ON SHEET 45. 261 -19 -103 - , %' INSTALL INLET AND BIOFILTRATION BMP PROTECTION PER DETAIL B ON 11 11 SHEET 45. APN CONTINUE INSTALLATION OF CHECK DAMS TO BE LOCATED ALONG R /W� — ♦ EXISTING ROADWAY TO THE NEAREST DOWNSTREAM INLET BEYOND — THE LIMITS OF REMOVAL. INSTALL MINIMUM OF THREE CHECK DAMS F / DOWNSTREAM, UNLESS OTHERWISE SHOWN ON PLANS. r. r a ..' INSTALL GRAVEL BAG VELOCITY CHECK DAMS WITHIN DITCH AREAS. t L INSTALL TEMPORARY FIBER ROLL PER CASQA SE -5. MFR APN APN - 261 -29 -057 261 -20 -028 I WETLAND LIMIT O8 ONSITE EROSION CONTROL BY OTHERS. ® 1 `��• � PROPOSED WETLAND BUFFER OPEN SPACE EASEMENT DOC# 2020 ---- - - - - -- I1 / R/W 0-1 I / R/W o a / J —w W I5 6 1 Z o I i \ NO CONSTRUCTION STAGING OR ANY Q CONSTRUCTION ACTIVITY PERMITTED WITHIN 1 I APN WETLAND BUFFER OPEN SPACE EASEMENT z0 W i 261 -20 -036 \ _ I W I I \ 1 1 I = 1 1 IU IQ I 3 3 cn ESA d- LU W W2 /� �\ // \ / \ r \� _ (n FR J f—`_ —�� —�� \\ 4 �� 2 SEJPA TRAIL \� - -` j �� � W 8 _F r f�� FR PROPOSED OPEN SPACE EASEMENT \ — J� LI_I R 4 FR DOC# 2020_ 4 _ I�� \i W QJ = INTERVAL PER FR 4 / 2 _FR `��FR— FR �� —`_ J� FR — — _ � Q — —ON SHEET 45 �� _ FR — FR FR FR FR FR — _ �_. — — 23 Fj3 Ea 1 4 4 CO — �� PL Q 2 _ — - -- - -- 22 ER W I— _21 1 TYP) _ �� — 00 + GRAPHIC SCALE IN FEET 0 10 20 40 — _ QN �_ 24 ... z LU � I I - — _ �— — (n J > I W Q�OFESS�O� PROPOSED TRAIL EASEMENT I — _ - i ��� Q p nnMF �< z � DOC# 2020 - - - -- — _.. \ - - — -- — LU Y NO. 46482 Z m rV � FM o • DIAL TOLL FREEr �r Kimley >>> Horn Kimley -Horn � � g 1 1 c►v I,- and Associates, Inc. ©2019 Know what's below. AT LEAST TWO DAYS BEFORE YOU DIG di fore you g. 401 B Street, Suite 600, San Diego, California 92101 Gall be r Phone: 619.234.9411 / www.kimley— horn.com UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA EC -02 DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS MET MKE KPA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO� APPROVED: EROSION CONTROL PLAN CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 F�wa� SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ` iHrHre� 14321 -1 AVE, 65 FEET WESTERLY OF THE CENTER OF THE ENGINEER DATE PLANNING �" "� STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. R.C.E. NO.: 46482 CITY ENGINEER RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER S aZl ;lo 5�2��20 ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR KIRK P. AMMERMAN EXP.: 06 -30 -2021 1 DATE DATE PLANNING CASE NO: 17 -272 DR /CDP SHEET 46 OF 48 j \ r I � / J� ESA (\\ ---- - - --•� /� i /z �— � —r, -- / J W W 2 co Q7 2 LL W PROPOSED OPEN SPACE EASEMENT- / Q DOC# 2020_____ 4 2 - - -4 4 — — 4 — — — — 2�FR �F FIR m —MFR FR �. �. �.. —F�L 4 4 — — — MFR FR —..f ..— ..�F�— W /— — — �FR — — — —�F MFR MFR — — — — .... —. — �.. —..�. �. _.. — _ W MFR . 4 —. —F F R MFR �.. —..�. �. .. �— �F U) — OD 6 — INTERVAL PER — — — — — — — — — — — — — — — — — NOTE 10 momm- Z �� ,•. 2 f 1 TYP ON SHEET 45— N . ✓ � —x�x x Ar ✓ x -x _ 'x , x C9 ° \ PROPOSED TRAIL EASEMENT DOC# 2020_____ u o F� + _ N - Q 6 � S U) W L_L °ROPOSED OPEN SPACE EASEMENT )C# 2020__ a a. car- ���r:� a►. • TRAIL o� �;f� �,?:ac= � �ia:ac� _��a�,a��_ _�a:,•� =_-- •a:�__�as�r- -�a.a�— —�a:� - - �a:a�-_aa:�— ��:,� -_�_ ..�_-- -�a:� - -- — �sa:�— �a:,•�- •a :u_--- �a:�-- =�ar�— 4 ER �. FEL KZ! 00 W W J� C/) W / ` v W ESA M 4)-- —n4 + 00 C) LEGEND ESA --- - - - - -- EASEMENT — — — FENCE MULTI —USE PATH /AC PAVEMENT D.G. CONCRETE PAVEMENT ° GENERAL NOTES 1. SEE HORIZONTAL AND VERTICAL CONTROL PLANS, SHEETS 12 — 17, FOR MULTI —USE PATH PROFILE. 2. SEE GRADING AND DRAINAGE PLANS, SHEETS 18 — 22, FOR STORM DRAIN IMPROVEMENTS. 3. SEE LIGHTING PLANS, SHEETS 31 — 33, FOR ELECTRICAL AND LIGHTING EQUIPMENT REMOVALS, ADJUSTMENTS, RELOCATIONS AND NEW INSTALLATIONS. 4. SEE LANDSCAPE PLANS, SHEETS 36 — 38, FOR ALL LANDSCAPE MATERIAL WITHIN GRADING LIMITS. EROSION CONTROL NOTES (D INSTALL GRAVEL BAG VELOCITY CHECK DAMS — STREET AREAS PER ,Q DETAIL A ON SHEET 45. C/ L2 INSTALL INLET AND BIOFILTRATION BMP PROTECTION PER DETAIL B ppp=)� ON Ll U SHEET 45. q L4 INSTALL GRAVEL BAG VELOCITY CHECK DAMS WITHIN DITCH AREAS. =p L6 INSTALL TEMPORARY FIBER ROLL PER CASQA SE -5. MFR W \\ W \\ 2 \\ U) \\ SDG &E ESMT U) \\ DOC #67819 1 \ ESA r2 V O 6 4 4 4 \ \\ 4 2 F� + _ N - Q 6 � S U) W L_L °ROPOSED OPEN SPACE EASEMENT )C# 2020__ a a. car- ���r:� a►. • TRAIL o� �;f� �,?:ac= � �ia:ac� _��a�,a��_ _�a:,•� =_-- •a:�__�as�r- -�a.a�— —�a:� - - �a:a�-_aa:�— ��:,� -_�_ ..�_-- -�a:� - -- — �sa:�— �a:,•�- •a :u_--- �a:�-- =�ar�— 4 ER �. FEL KZ! 00 W W J� C/) W / ` v W ESA M 4)-- —n4 + 00 C) LEGEND ESA --- - - - - -- EASEMENT — — — FENCE MULTI —USE PATH /AC PAVEMENT D.G. CONCRETE PAVEMENT ° GENERAL NOTES 1. SEE HORIZONTAL AND VERTICAL CONTROL PLANS, SHEETS 12 — 17, FOR MULTI —USE PATH PROFILE. 2. SEE GRADING AND DRAINAGE PLANS, SHEETS 18 — 22, FOR STORM DRAIN IMPROVEMENTS. 3. SEE LIGHTING PLANS, SHEETS 31 — 33, FOR ELECTRICAL AND LIGHTING EQUIPMENT REMOVALS, ADJUSTMENTS, RELOCATIONS AND NEW INSTALLATIONS. 4. SEE LANDSCAPE PLANS, SHEETS 36 — 38, FOR ALL LANDSCAPE MATERIAL WITHIN GRADING LIMITS. EROSION CONTROL NOTES (D INSTALL GRAVEL BAG VELOCITY CHECK DAMS — STREET AREAS PER ,Q DETAIL A ON SHEET 45. C/ L2 INSTALL INLET AND BIOFILTRATION BMP PROTECTION PER DETAIL B ppp=)� ON Ll U SHEET 45. q L4 INSTALL GRAVEL BAG VELOCITY CHECK DAMS WITHIN DITCH AREAS. =p L6 INSTALL TEMPORARY FIBER ROLL PER CASQA SE -5. MFR C/) PROPOSED TRAIL EASEMENT — \\ GRAPHIC SCALE IN FEET W DOC# 2020 \ 2 0 10 20 40 Z_ \\ J \\ C ® \\ Q�, SO OFES�/V Q F� ��Q��Q • P MMF,4?� �2 \ \ / `� W Y NO. 46482 Z m "I FR ----FR FR � FR \\ MFR Z DIAL TOLL FREE Kimle>>> Horn Kimley Horn FR MFR X 811 Y and Associates, Inc. ©2019 Know what's below. AT LEAST TWO DAYS 401 B Street, Suite 600, San Diego, California 92101 Gall before you dig. BEFORE YOU DIG Phone: 619.234.9411 / www.kimley– horn.com DESIGNED BY: DRAWN BY: CHECKED BY: UNDERGROUND SERVICE ALERT of SOUTHERN CALIFORNIA RNia EC-03 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS MET I MKE I KPA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO� APPROVED: EROSION CONTROL PLAN CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 C/ / T LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ENGINEER DATE ` 66-6ya `G{ (l, Wl/ rme - SAN ELIJO WATER RECLAMATION FACILITY 14321 -1 AVE, 65 FEET WESTERLY OF THE CENTER OF THE PLANNING �" "� STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. R.C.E. NO.: 46482 CITY ENGINEER RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER S aZl 5L2�120 ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR KIRK P. AMMERMAN EXP.: 06 -30 -2021 1 DATE DATE IPLANNING CASE NO: 17 -272 DR /CDP SHEET 47 OF 48 — � ESA / i /J / i Mi EI+ CO W FA 2 4 �aFg� 6 _. _ 35— — I PER diER� A� ON O HEE o 45 �� FR FR � o p. 0 ° 1 \ / - -- — - -- LLI _ — // PROPOSED OPEN SPACE — — EASEMENT (n — ESA_ / / DOC# 2020_____ 4 4 / 4 4 4 4 4 / FR FR FR FR FR �� FR FR FR FR FR FR FR FR FR FR LrFR R —FR MFR �F —..� .. —. �.. —..� �..— ..�.. —. —..�. �..— ..�..— ..�.. —..�. �..— ..�..— ..�.. —..�. �.. —. —..�. / MFR M— FR — —..e— —':,....•:E • —+ — f j s / / —. —. w 4 FR 38 39 SEJPA TRAIL , 36 _ / 6 / 1 TYP) // PROPOSED TRAIL EASEMENT W / / _____ DOC# 2020 U) LO SAN DIEGUITO WATER ESMT DOC #37873 6 / / / /// + 1 TYP) / / iR FR mmmmm FR F� / FR FR / / M U) UJI 6 Z F)y / _ / U / - -- - / Q D o - -- i p ° / 6 O / ° / —I APN 261 -28 -003 PROPOSED OPEN SPACE EASEMENT DOC# 2020 ----- — — — — �R /W— — — — — — 4 — — — — — 6 FR FR FR _F 4 R A..T AIL J 4 F FR ESA I � I 4 1 : 1 I . `. 1 I 1 af ° MATCHLINE STq 3g +89.65 SEE ABOVE RIGHT THIS SHEET R T� INTERVAL PER 'Q NOTE 10 ON SHEET 45 FR MATCH CALTRANS NORTH - COAST PROJECT PROPOSED TRAIL EASEMENT DOC# 2020 ----- F LEGEND ESA EASEMENT FENCE MULTI —USE PATH /AC PAVEMENT D.G. CONCRETE PAVEMENT ° GENERAL NOTES 1. SEE HORIZONTAL AND VERTICAL CONTROL PLANS, SHEETS 12 — 17, FOR MULTI —USE PATH PROFILE. 2. SEE GRADING AND DRAINAGE PLANS, SHEETS 18 — 22, FOR STORM DRAIN IMPROVEMENTS. 3. SEE LIGHTING PLANS, SHEETS 31 — 33, FOR ELECTRICAL AND LIGHTING EQUIPMENT REMOVALS, ADJUSTMENTS, RELOCATIONS AND NEW INSTALLATIONS. 4. SEE LANDSCAPE PLANS, SHEETS 36 — 38, FOR ALL LANDSCAPE MATERIAL WITHIN GRADING LIMITS. EROSION CONTROL NOTES (D INSTALL GRAVEL BAG VELOCITY CHECK DAMS — STREET AREAS PER ,Q DETAIL A ON SHEET 45. O2 INSTALL INLET AND BIOFILTRATION BMP PROTECTION PER DETAIL B ON Ll U SHEET 45. (`JO O4 INSTALL GRAVEL BAG VELOCITY CHECK DAMS WITHIN DITCH AREAS. =p O6 INSTALL TEMPORARY FIBER ROLL PER CASQA SE -5. MFR GRAPHIC SCALE IN FEET 0 10 20 40 m w Y NO. 46482 Z m m ® DIAL TOLL FREE Kimley >>> Horn Kimley -Horn 8 1 1 c►v il- and Associates, Inc. ©2019 Know what's below. AT LEAST TWO DAYS 401 B Street, Suite 600, San Diego, California 92101 Call before you dig. BEFORE You DIG Phone: 619.234.9411 / www.kimley— horn.com UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA EC-04 GNED BY: DRAWN BY: CHECKED BY: CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIMET MKE KPA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 3.5° BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO� APPROVED: EROSION CONTROL PLAN CONCRETE SLAB OF OLIVENHAIN PUMP STATION PUBLIC WORKS DATE: 04 -14 -2020 Edwa,�(tj (�/ SAN ELIJO WATER RECLAMATION FACILITY LOCATION: LOCATED ON THE NORTH SIDE OF MANCHESTER ` ihnwew 14321 -I AVE, 65 FEET WESTERLY OF THE CENTER OF THE ENGINEER DATE PLANNING �" "� STEVE NOWAK EDWARD J. WIMMER 2695 MANCHESTER AVENUE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. R.C.E. NO.: 46482 CITY ENGINEER RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER a( J� /Z % /ZO ENCINITAS, CA 92007 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR KIRK P. AMMERMAN EXP.: 06 -30 -2021 DATE DATE PLANNING CASE N0: 17 -272 DR /CDP SHEET 48 OF 48