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2017-13671 I (Plans)GENERAL RIGHT-OF-WAY NOTES: 1, NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CITY RIGHT-OF-WAY WITHOUT THE FULL KNOWLEDGE OF THE ASSIGNED CITY INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS ADVANCE 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 7:30A.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 AM. 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 OFA 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 NEARE. T 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. 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. 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 1S 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 - (760)-633-2770 8. GAS & ELECTRIC - SDGE - (760)-438-6200 C. WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600 D. RECYCLED WATER -SAN ELIJO JOINT POWERS AUTHORITY 1-760-753-6203 X-32 E. TELEPHONE - SBC BELL - (760)489-3411 F. 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 REJECTIONAND REMOVAL. GENERAL RIGHT-OF-WAY NOTES (CONTINUED): 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 DIRECTOR OF ENGINEERING SERVICES. 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 MAYBE 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 BYA 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. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ROBERT THORNE AT (760) 918-6768, 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 I 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 TOAN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAYARISE. 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. 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. 1 (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- - `��r . ---tom DATE' k4 PRINT NAME: �o1cle `AbaWE. ROBERT THORNE REQUEZA 13, L.P., A DELAWARE LIMITED PARTNERSHIP 5927 PRIESTLY DRIVE, #110 CARLSBAD, CA 92008 PH: (760) 918-6768 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK REVISE SEWER MAIN t-LFVATION - - 1 I 11 DESCRIPTION: STATION "ENC-30" 2 RECORD PLAN RN 21212021 LOCATION: CENTER CDS, NORTH END OAK CREST PARK DRIVE RECORD FROM: ROS 18416 ELEVATION: 388.48' DATUM: NAVD88 SAN ELIJO JOINT POWERS AUTHORITY E W= gis SIGN T DATE AS -BUILT APPROVALS �- - 02/02/2021 INT. DATE PUBLIC WORKS NA ---- TYLER G LAWSON DATE Steve,Nowak 212�2021 PLANNING Nf) ---- REVIEWER JQO 2-12- CITY ENGINEER DATE INSPECTOR ILK 2 2_ STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISHAND USEAN 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 SITEACCESS 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 PANELSIPLATES. 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 EXCAVATIONAND GRADING ACTIVITIES AREALLOWED 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 SIND 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 WITHANY 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. 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 DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770, OWNER'S STATEMENT FOR SWPPP PROJECTS IN THE CASE IN WHICH A PROJECT PROPOSES LAND DISTURBANCE OF ONE ACRE OR MORE, AN ADDITIONAL CERTIFICATION WILL BE REQUIRED. THE OWNER /DEVELOPER SHALL EXECUTE STATEMENT BELOW. DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORMWATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY IN ACCORDANCE WITH SAID PERMIT, A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NOI) SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS; FURTHER, A COPY OF THE COMPLETED N01 FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED, IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN NO. 13671-G AND BY SWRCB NO. R9-2009-0001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH THE SPECIAL PROVISION AS SET FORTH IN SECTION C.67 OF SWRCB NO, R9-2009-0001 WDID# 4 37C363172 SIGNATURE: �^ DATE.-TAk-le TITLE: CHIEF EXECUTIVE OFFICER PRINTED NAME OF ABOVE PERSON: ROBERT THORNS COMPANY.. REQUEZA 13, L.P., A DELAWARE LIMITED PARTNERSHIP PUBLIC WORKS SIGN .6r l c DATE PLANS PREPARED UNDER SUPERVISION OF DATE: a - Z -1I R.C.E. NO.: 80356 TYLER G LAWSON EXP.: 12131/18 SHEET INDEX OWNER REQUEZA 13, L.P., A DELAWARE LIMITED PARTNERSHIP 5927 PRIESTLY DRIVE, #110 CARLSBAD, CA 92024 / Bt�l1�iTTCi - J 0 0 0 O SITE o 0 0 0 z z v ¢ U EQUEZA STREET I I CALIFORNIA WEST COMMUNITIES 5927 PRIESTLY DRIVE, #110 CARSLBAD, CA 92008 PH: (760) 918-6768 SITE ADDRESS 710 / 714 REQUEZA STREET ENCINITAS, CA 92024 APN: 258-141-36, -38, & -39 a 0 o 0 w U_ LEGAL DESCRIPTION m VICINITY MAP NTS PARCEL 1: THE SOUTHERLY 742.5 FEET OF THE WESTERLY 518.00 FEET OF THE WEST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO UNITED STATES GOVERNMENT SURVEYAPPROVED APRIL 19, 1881. EXCEPTING THEREFROM THE EASTERLY248.00 FEET AND THE NORTHERLY 175.00 FEET THEREOF ALSO EXCEPTING THEREFROM ALL MINERALS, MINERAL DEPOSITS, MINERAL OILS AND NATURAL GASES OF EVERY KIND OR NATURE AS RESERVED BY DEED RECORDED AUGUST 15, 1921 IN BOOK 860 PAGE 36 OF DEEDS. PARCEL 2A: THE SOUTHERLY 190 FEET OF THE NORTHERLY 529 FEET OF THE SOUTHERLY 742.5 FEET OF THE EASTERL Y 248 FEET OF THE WESTERLY 518 FEET OF THE WEST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, ACCORDING TO UNITED STATES GOVERNMENT SURVEYAPPROVED APRIL 19, 1881. EXCEPTING THEREFROMALL MINERALS, MINERAL DEPOSITS, MINERAL OILS AND NATURAL GASES OF EVERY KIND AND NATURE CONTAINED IN OR UPON THE ABOVE GRANTED PREMISES WITH THE RIGHT IN SAID GEORGE H. KETTELL AND BESSIE MAUD KETTELL, HUSBAND AND WIFE, AND THEIR SUCCESSORS AND ASSIGNS, TO ENTER, UPON AND OCCUPY THE SAID PREMISES FOR THE PURPOSE OF PROSPECTING, DRILLING, FOR MINING OR REMOVING MINERALS, MINERAL OILS, AND GASES, AS RESERVED BY GEORGE H. KETTELL AND BESSIE MAUD KETTELL, HUSBAND AND WIFE, BY INSTRUMENT RECORDED AUGUST 15, 1921 IN BOOK 860 PAGE 36 OF DEEDS. PARCEL 20: AN EASEMENT FOR RIGHT OF WAY FOR ROAD AND UTILITY PURPOSES, UPON, OVER AND ACROSS THE WESTERLY 15.0 FEET OF THE NORTHERLY 154.0 FEET OF THE SOUTHERLY 727.5 FEET OF THE EASTERLY 248.0 FEET OF THE WESTERLY 518.0 FEET OF THE WEST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, ACCORDING TO UNITED STATES GOVERNMENT SURVEYAPPROVED APRIL 19, 1881, PARCEL 2C., AN EASEMENT FOR RIGHT OF WAY FOR ROAD AND UTILITY PURPOSES, UPON, OVER AND ACROSS THE NORTHERLY 15.0 FEET OF THE SOUTHERLY 742.5 FEET OF THE EASTERLY 248.0 FEET OF THE WESTERLY 518 FEET OF THE WEST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 13 SOUTH, RANGE 4 WEST SAN BERNARDINO MERIDIAN, ACCORDING TO UNITED STATES GOVERNMENT SURVEYAPPROVED APRIL 19, 1881. APN: 258-141-36-00 (AFFECTS PARCEL 2); 258-141-38-00 (AFFECTS PORTION OF PARCEL 1) AND 258-141-39-00 (AFFECTS PORTION OF PARCEL 1) SOILS ENGINEER'S CERTIFICATE 1, SHAWN WEEDON, A REGISTERED CIVIL 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 FEBRUARY 3, 2014 AND UPDATED ON APRIL 4, 2018. 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: , -zU_ HAWN FOY WEEDON 'FI��F.SSxr,. RCE NO.: PE 618031 GE 2714 �r EXP. DATE. 06130119 JOB #: G1683-11-01 & -03 #, GEOCONINCORPORATED� 6960 FLANDERS DR, SAN DIEGO CA 92121 PH: (858) 558-6900 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: V TYLER G LAWSON PASCO, LARET, SUITER & ASSOCIATES 535 N. HWY 101, SUITE A, SOLANA BEACH, CA 92075 DATE o f 2-1 `S BMP PROJECT STATUS PH. (858)259-8212 PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY RCE EXPIRES 12131118 HOA IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE 1. TITLE SHEET 2. LEGEND, NOTES AND DETAILS 3. REQUEZA STREET IMPROVEMENTS 4. CAMINO DE ORCHIDIA IMPROVEMENTS 5. PRIVATE ROAD IMPROVEMENTS STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" RECORDED ON AS DOC. #: Z i g -D776 9 ? PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT SDWD W14-020 IGN DATE SIGN DATE GN DATE AGN DATE ENGINEERING QIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. REC MMENDED: APPROVE IMPROVEMENT PLAN FOR: o0Uzo&141 710 & 714 REQUEZA ST '� 3�71 �� JEs OWENs CHRIST HER L. 600SKu APN: 258-141-36, 38, & 39 el CITY ENGINEER 9_`8-24)8' DATE DATE PLANNING CASE NO: 16-211 TMDB/DR/CDP/EIA I SHEET 1 OF 5 F J u� 0 N rn U z U W w r Qm00 �zm Q Q N QOLo -6 Z s of w P ? LL U)U� co c `00 UZ°0 ¢ co a L d PLSA 2148-04 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.VC. AND A.B.S. SOLID WALL PIPE BEDDI NG FROM BOTTOM OF PIPE T () 0 12" MINIMUM ABOVE THE PIPE SHALL BE %" 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 CONSTRUCTTON 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. T 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 SHEETS 3-5. 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) 20. SEWER MANHOLE LINING: (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 DOE; 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. SAN DIEGUITO WATER DISTRICT NOTES (CONTINUED 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 DISTRICTS REPRESENTATIVE. 23. 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. 24. 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, 25. 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. PED RAMP DETAIL - SW CURB RETURN NOT TO SCALE 2" MAR ASSEMBLY PER WAS WA-07 PROPOSED 1 " PRIVATE SERVICE END CAP AND THRUST CONNECTION @ MAIN BLOCK (4.5 SF MIN) PER WT-01 W 2.0i�-'i MIN MIN (TYP. J PROPOSED 4"PVC WATER MAIN WATER MAIN END CAP DETAIL - PRIVATE ROAD NOT TO SCALE TEST PLATE FOR PRESSURE & CHLORINATION TESTING 8" FLxFL GV 8" FLxPO GV 2" MAR PER WAS WA-07 8' PVC PIPE JOINT RESTRAINT SYSTEM W -- W -- MIN EXISTING 8"ACP �� WATER MAIN PER W0. 1966-13 TRANSITION 8"x 8" x 8" FL TEE W/ THRUST COUPLING BLOCK (16.1 SF MIN) PER W -01 8" PVC WATER MAIN 2" MAR PER WAS WA-07 2" BLOW OFF ASSEMBLY PER WAS WB-06 � - 8"PVC PIPE 8" FL x PO GV JOINT RESTRAINT SYSTEM Vv Vv EXISTING 8"ACP WATER MAIN PER 1 W.O. 1966.13 TRANSITION COUPLING WATER MAIN CONNECTION DETAIL - REQUEZA STREET NOT TO SCALE PVT RD STA 9�54.54 12.0' RT; ECR 269.58 TC; 269.08 FL v270.08 TC PROP PED RAMP WW.. 269, FL ESMT PER FINAL MAP El �, . •... 2; 270.90 FS :...: 70. 3 269.9YFL.' 61 Z f X 4' LANDING PED RAMP DETAIL - SE CURB RETURN NOT TO SCALE PROP PED RAMP ESMT PER I gt- .64 FL 20.0' LT; BCR 272.51 TC; 272.01 FL. LEGEND: THE QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND DO NOT RELIEVE THE CONTRACTOR FROM COMPLETING AN INDEPENDENT ANALYSIS OF THE QUANTITIES AND COSTS ASSOCIATED WITH THE IMPROVEMENTS REQUIRED FOR THIS PROJECT. ITEM & STD. DWG. STDS SYMBOL SUBDIVISION BOUNDARY (EXISTING) CENTERLINE OF ROAD - PROPERTY LINE / RIGHT-OF-WAY T INS ALL 8" SEWER MAIN SDR-35 S INSTALL 8" WATER MAIN WAS IMP-01, WP-02 CLASS 305 W CONSTRUCT 60" SEWER MANHOLE SDRSD SM-02 (� INSTALL 4" SEWER LATERAL SDRSD SS-01 SS ------ INSTALL 1"DUAL DOMESTIC WAS WS-09, WC-17 W �Q WATER SERVICE AND METER INSTALL 1" RECYCLED WATER WAS WS-02. WR-03 RW IRRIGATION SERVICEAND METER EXISTING WATER MAIN (SIZE PER PLAN) - EXISTING OVERHEAD UTILITIES OHE --- ----" - EXISTING SEWER MAIN (SIZE PER PLAN) EXISTING SEWER MANHOLE PROPOSED EASEMENT - - EXISTING EASEMENT - - PROPOSED CONTOUR 100 AC PAVEMENT (PER PLAN) 2" GRIND AND OVERLAY : `` , ; �' ; PERVIOUS PAVERS (PER DETAIL THIS SHEET) PCC PAVEMENT (PER PLAN) TRENCH RESURFACING SDRSD G-24A 6" PCC CURB SDRSD G-1 6" PCC CURB & GUTTER SDRSD G-2 6"X 16" PCC FLUSH CURB SAWCUT EXISTING AC PAVEMENT LIMIT OF GRIND AND OVERLAY ABBREVIATION LEGEND 725% BS = BOTTOM OF STAIR ELEVATION FF = FINISHED FLOOR BW = BOTTOM OF WALL ELEVATION GF = GARAGE FACE FS = FINISHED SURFACE IE = INVERT ELEVATION FG = FINISHED GRADE TG = TOP OF GRATE ELEVATION FL = FLOW LINE TW = TOP OF WALL ELEVATION EXISTING 6" PVC RECLAIM€QWMPER....."^- G 12�B2-! _ 013EMAIN � � - R W R W - R W - R 1 - - R W - --- ' INTERSECTION REQUEZA - 0 EXISTING SEWER STREET, WESTLAKE STREET REQUEZA _ ____ c __ _�C _,_. MH TO REMAIN AND CALLS PIEDRAS ORO -- - STREET �� 7+00 1t11 - EXISTING 18" STEEL WATER MAIN PER REQUEZA STAB S A. 6+76.- -12.3' LT CONNECT TO WO 67-7 TO REMAIN EXIST. 16" WM EXISTING 16" 'del - . - W - -- -- Vv' _.__ - W - Y VALVE TO REMAIN EXISTING PCC CURB, GUTTEi & SIDEWALK t f. EXISTING 24" STEEL EXISTING 8" � SI I � WATER MAIN PER EWER MAIN j W 0 1967-07 TO REMAIN TO REMAIN 1' \ EXISTING 16"ACP INSTALL 2" 8.0. VALVE WATER MAIN PER PER WAS WB-01; VALVE TO \W.0. 1976-09 TO REMAIN �O BE LOCATED BEHIND W O - EXISTING SIDEWALK v ` �. •. 2" B.O. VALVE DETAIL - REQUEZA STREET AND WESTLAKE STREET INTERSECTION NOT TO SCALE PERVIOUS PAVERS W/ VOID FILLER-," TO!" (NO.8) MIN. s"VOID AGGREGATE 1N VOIDS 6"X 16" PCC FLUSH CURB OR DEEPENED G-1 CURB BEDDING COURSE 2" THICK OF e " TO e"(NO.8) AGGREGATE CHOKER COURSE-4" THICK OF 8 " as -III -I I I TO z"(NO.57) CRUSHED ROCK 3, �s IIIIIIIIIIIIII „ HICK OF � -' _ _ _ _ _ - _ MIN. s T - I -III -I I I CRUSHED ROCK �I I 1=III=III=III=i I I -III -III -III -III SOIL SUBGRADE NOTE: -ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.) -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAYBE REQUIRED "CONSTRUCTION NOTE: -2" OF AC PAVEMENT TO BE TEMPORARILY CONSTRUCTED OVER PAVER BASE DURING BUILDING CONSTRUCTION. AC TO BE REMOVED AND PAVERS CONSTRUCTED UPON COMPLETION. USE GEOFABRIC LINER BETWEEN AC AND GRAVEL PAVER BASE 22 LF OF 2" COPPER 1 2" B.O. I ' REQUEZA STREET STATIONING PER CITY OF ENCINITAS DWG 12582-1 TYPICAL SECTION - PERVIOUS PAVERS NOT TO SCALE ESSI GL No. 80356 Exp. 12/31 /18 C10- PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A. Solana Beach, CA 92075 ph 858.259.8212 1 fx 858.259.4812 1 pleaeagineering.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS uc�'�"�L� �Y: UF{"��" tSY: �rlr cKku �Y ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. BA K BAK TGL RECORD PLAN 2N 21212021 DESCRIPTION: STATION "ENC-30" LOCATION: CENTER CDS, NORTH END OAK CREST PARK DRIVE �- - 02/02/2021 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 30-15 R.C.E. NO.. 80356 TYLER G LAWSON EXp : 12/31/18 RECOMMENDED: APPROVED: JES OWENS CHRIS�CT -PHER L. MAG SKU (1�{ 9'�8 ZO%£f DATE DATE NOTES AND DETAILS FOR: 710 & 714 REQUEZA ST APN: 258-141-36, 38, & 39 PLANNING CASE NO: 16-211 TMDB/DR/CDP/EIA 13671 '� PUBLIC WORKS NA --- TYLER G LAWSON DATE StelvelNova.k� 2/2/2021 PLANNING N� ---- RECORD FROM: ROS 18416 ELEVATION: 388.48' DATUM: NAVD88 CITY ENGINEER DATE REVIEWER JQO 212 INSPECTOR KK 212 SHEET 2 OF 5 PLSA 2148-04 �n C) 0 N rn U U �w� Qm00 OzLO U) N <oLO rr w w xx �!zLL V/ U) T < j Lo O >_ 00 U Z s U)LO oa-ca r , , t , , I , 1 i f } r r k ' ' .-._e-.,.... ! ..-._- __-_ __.... I.._.-. ___ !..... ! I _ _._..._.. ' .._' I : I ' , 3 ' I i I } I I i # i I j € I �f 3 i t } i E ! F € ' _._ .____ ,...,_. - tr �___. _ _._ _ _( _ ___ F .__ _ _..._ _�.__.._ _ ._ _. �.___ __ 3 i ! ! ! i ! } i ! , I i, ? j I oo z I ! ; ! i I ! ; UTILITIES ARE KNOWN TO EXIST IN THE AREA, INFORMATION I t 1 { i E I ; { t i 1- i t- _ , _ I - _,._ __ ,. ..........£...._. } L. i _. j - __.. ,. .. I . -! _ I l -_ #..-_ _i. 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Lf Yy' Y.r.. / 6 „"�' : 270 I I j, ,, .. ESTING 16'`AC r i, .�A� TER MAIN PER W 0 RESERVING THE RiGHT TO DEDICATE SAME AS A PUBLIC STREET OR HIGHWAY RECORDED MARCH 2, 1934 iN BOOK 270, PAGE 326 OF OFFICIAL RECORDS. ® TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD DETAIL Q COUNTY OF SAN DiEGO HOLDER OFAN EASEMENT FOR PUBLIC ROAD AND INCIDENTAL PURPOSES, RECORDED JANUARY 24, 1940 IN BOOK 992, PAGE 147 OF OFFICIAL RECORDS. Q SAWCUT EXISTING PAVEMENT ® COUNTY OF SAN DIEGO HOLDER OFAN EASEMENT FOR PUBLIC ROAD AND INCIDENTAL Q 2" GRIND AND OVERLAY EXISTING AC PAVEMENT; GRIND tgl2 T ~ / �r " "� ` - PURPOSES, RECORDED DECEMBER 23, 1942 IN BOOK 1432, PAGE 430 OF OFFICIAL RECORDS AND OVERLAY HALF -WIDTH PLUS ADDITIONAL 10' jc wi," EXISTING C ! t 't-V 9 MAIN F{C 1 jA 3 t (� 1�' �Kt q I 1 6-0 TO REMAIN DRiVEWAY:TO� , _ ^ _ 1 i INSTALL 4"AC OVER 6"CLASS it AB OR PER GEOTECH / i i - t _-_. '_... __. 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O CENTERLINE DATA TABLE (REQUEZA STREET) LINE LENGTH CHORD / BEARING RADIUS DELTA 1 270.02' REQUEZA STREET - CITY STREET TREE DATA aSTATIONING/ OFFSET SIZE SPECIES LOCATION STA 1+25.25 /2775' LT 15 GAL AUSTRALIAN WILLOW PUBLIC STA 1+43.25 /2775' LT 15 GAL AUSTRALIAN WILLOW PUBLIC STA 1+78.50 /27.75' LT 15 GAL AUSTRALIAN WILLOW PUBLIC + STA 2 90.00 /2775 LT 15 GAL AUSTRALIAN WIL LOW LLOW PUBLIC STA 3+20.00 /27,75' LT 15 GAL AUSTRALIAN WILLOW PUBLIC STA 3+50.00 /27.75' LT 15 GAL AUSTRALIAN WILLOW PUBLIC 5Q ED FLETCHER COMPANY HOLDER OFAN EASEMENT FOR RIGHT-OF-WAY FOR PUBLIC ROAD O7 PURPOSES WITH THE RIGHT TO DEDICATE WITHOUT JOINDER, SELL RIGHTS OF WAY TO THE RECOMMENDATION PUBLIC TO BE USED AS PUBLIC STREET OR HIGHWAY RECORDED JANUARY 17, 1946 AS BOOK 2052, PAGE 83 OF OFFICIAL RECORDS. ® INSTALL PERVIOUS PAVERS PER DETAIL SHEET 2 © ROBERT B. PATTERSON AND RUTH L PATTERSON HOLDER OFAN EASEMENT FOR PRIVATE RIGHT OF WAY FOR PUBLIC ROAD AND UTiLITYAND INCIDENTAL PURPOSES, RECORDED MAY ®INSTALL 5' WIDE PCC SIDEWALK PER SDRSD G-7 16, 1956 IN BOOK 6102, PAGE 29 OF OFFICIAL RECORDS 11 INSTALL 60" SEWER MANHOLE PER SDRSD SM-02 WITH 8 JOSEPH Y. KIMURA AND MARfANNE M. KfM RA HOLDER OFAN EASEMENT FOR ROAD AND U CITYAPPROVED EPDXY LINER UTILITY AND ALSO INGRESS AND EGRESS FOR UTiLITYAND INCIDENTAL PURPOSES, RECORDED DECEMBER 24, 1964 AS DOCUMENT NO.233055 OF OFFICIAL RECORDS 1Q INSTALL CURB OUTLET PER SDRSD D-25 9Q SAN DIEGO GASAND ELECTRIC COMPANYHOLDER OFAN EASEMENT FOR GAS PIPEAND 13 EXISTING STOP BAR AND STRIPING TO BE REPLACED WITH _ T HE AIN 4 ! t11 /"._, / ; F"v 6,� ! b..C3l"i6. f.' L ..9+,; i 1.%! / f i i /. ;;/ ..,ii{,j", / r'`.`,.. .+ .,___._. : x%1 i s r t \ // " .,....y� r /v r..Y., ,_ ;:• ti y l/.._; s '*' '�' /. ! /..,......�E81 �I k ST EL I -i r } t \ , �- , 1 INCIDENTAL PURPOSES, RECORDED APRIL 29, 1965 AS DOCUMENT Na 76134 OF OFFICIAL THERMOPLASTIC; RELOCATE EXISTING STOP SiGN TO i l I f 14 ' , 1 r ' r ,�< " �\ 013 sb " ECI ; : 1 I I ; .. =;'ri �;: ': l _ - I I," ; I I RECORDS. SATISFACTION OF CITY TRAFFIC ENGINEER 41 i �} z j ��}€3.;C1. z ':Ce/ ? t e<..- - '.� ... \ 1 t' [.;t3t1C , '\`s�°`v' �' . i 1 ) ` �i_ _ _ _ ____........ _ _ - /< '' 1 )_ C. _ ,3 t GENE F. AND N Z NA CORP T 14 EXISTING 16" GATE VALVE TO BE REMOVED; INSTALL BLIND h . , , , 1, 1 t,„,; : j ..: / -' ;,' :> �, , x -x' 1 �._ . __ _ . _ . ..___ ___. 1 _...I /f , ,. • _ ', , .. � ,_. �. ...f : i • r,, , �, ; , _-._. � .. 10 ANGELA M. ASCHBRE HER; MARCO SALES iNC., AN ARI 0 ORA iON• Q _AKI " 'y ` �- A . _ `'' _' BEVERLY C. BAKER KAZUMI HAYASHI AS TRUSTEE, • SUZANNE M. HAYASHI, JAMES W AND FLANGE ON EXISTING TEEAND 2" B.O. VALVE AT THE EXISTING 12" DIP 11.1 ( � z � v ,� v EXISTING 8"PVC SEWER a a z_ � _ U J ¢ 1 oo w o EXISTING 8" AC WATER t- v � z J w 63 ,_ N g z � BATTEY J. FRANCIS, JOAN L. G. PiRL TRUSTEE; THOMAS J. AND CAROL B. COX; MARVIN W. INTERSECTION OF WESTLAKE STREET AND REQUEZA �IJz82iz0 oc� =w�0 oC� -v- w r�o� MAIN PER �ti ��*--o cn. RECYCLED WATER o g r\ - z MAIN TO REMAIN c7 g .- �' c� ' g w <,: o Cr g o 0 0 o ¢ - 2 � w p AND LOUTS T. KLEfNSCHMIDT• GERALD L. AND JOANN L. ZINNiGER- FRANCiS MARTINET STREET,' SEE DETAIL SHEET 2 o- W-"ct 11 `i Zo w�T + �❑ TO REMAIN oz of o M c, o~ wl MAIN PER DWG �! Cr m h o i' `n z PER DWG 0006 SI N z o ti `�' o W v� + m m i ti �' + C� W i ^� m , g . o w .M GARYC. AND ANNE 1. WOOD' TAYAMA GREEN HOUSE INC. A CALIFORNiA CORPORATION Q i t wcy,:o ,, c2`.- i wNz;z o=�N I_F-z N i-(Y ovJN NZp� o Wig- R�ovo r , P-H3 TO REMAIN o 3 N I: o o , '5 N w x I- ¢ Q v ❑ o x ` ti ¢ Z) `i i w N R, KENNETH XAVIER BACA; ANN MARLINE ODELL AND KENT JORDAN ALL HOLDERS OFAN 15 PROPOSED RELOCATION OF STOP SIGN U N w el• o c� w o ui v U 'y O ►� m> m EXISTING 24 STEEL o+ w co m� o .0 m _ � o m g ; �i + = N w U _ m + C_ + w " CO EASEMENT FOR ROAD AND INCIDENTAL PURPOSES RECORDED AUGUST 27 1981 AS +� v ,� �a�N NU +Z �2,<w WATERMAINPERWO. ¢cx� �w� oiQ -m O�: o m Q 1- il�_ o ,�, ¢ ,- z = m 4 � I_ ¢ ¢ w + }•-: DOCUMENT NO. 273817 OF OFFICIAL RECORDS. U) I' "' k 3 N �¢ Q o ao '�! w z ti 1967-07 TO REMAIN m¢ I-• u Q i- z v m Q t w " '� ti a m �; u ❑ a o z m o m m ti k PROPOSED EASEMENT NOTES at$ m w �' v w n� a o w w w o W I. "' w 11 MICHAEL VIETRO HOLDER OFAN EASEMENT FOR PRIVATE RIGHT OF WAY FOR PUBLIC ROAD a Lu i W = Iw- w = Zi z el w �' ,^� AND UTILiTYAND INCIDENTAL PURPOSES RECORDED MAY25 2010 AS DOCUMENT NO. ! ull 0 0 o w J o ❑2 INDICATES PORTIONS OF REQUEZA STREET FOR EASEMENT - ,; kx c� ix w g Of a ¢ a � „ _ 2010 0260407 OF OFFICIAL RECORDS. FOR PUBLIC RIGHT OF WAY TO THE CITY OF ENCINITAS, PER Uri i L w M > ,11 SCALE: 1 - 20 PLAN ViEW - REQUEZA STREET Q SAN DIEGO GAS AND ELECTRIC COMPANY HOLDER OFAN EASEMENT FOR PUBLIC UTILITIES, FINAL MAP w SCALE: 1" = 20' 20 10 0 20 40 60 INGRESS, EGRESS AND INCIDENTAL PURPOSES, RECORDED APRIL 19, 19561N BOOK 60661 ©INDICATES PUBLIC PEDESTRIAN ACCESS EASEMENT TO THE g PAGE 278 OF OFFICIAL RECORDS MANHOLE DATA TABLE MANHOLE ID NUMBER PIPE LENGTH (FEET) PIPE DiA. (INCHES) PIPE MATERIAL SLOPE (�) MH RiM EL. (FEET) UPS MH INVERT EL, (FEET) DOWN MH INVERT EL. (FEET MH DEPTH (FEET) NO. OF LINES THROUGH MH UPS DOWN UPS DOWN iN OUT IN OUT UPS DOWN UPS DOWN EXIST #2 TO PROP #4 224,74 8 PVC SDR-35 6.1 281.0 266.7 266.40 266.30 252.71 252.61 14.7 1 14,09 1 2 PROP #4 T EXIST #1 91,09 8 PVC SDR-35 6.1 266.7 260,7 252.71 252.61 247-15 247.05 14.09 1 13.65 2 1 CURB DATA TABLE ` LINE I LENGTH CHORD/BEARING RADIUS DELTA COMMENTS L 1 1 28.06' N 76°34'39" E - - 6" PCC G-1 CURB L2 1 71.22' S 88"55'58" E - - 6" PCC G-1 CURB C 1 38.97' - 25.0' A = 89"18'14" 6" PCC G-1 CURB C2 39.58' - 1 25.0' 1 A = 90'42'36" 1 6" PCC G-1 CURB L3 97.18' S 88°55'58" E I - I - 1 6" PCC G-1 CURB L4 8.00, S 01 °4845" W I - I - 1 6" PCC G-1 CURB CITY OF ENCINITAS GRANTED PER FINAL MAP O : 0CITY OF SAN DIEGO HOLDER OFAN EASEMENT FOR THE RIGHT OF WAY O QROFG SS IOr(gl OF PUBLIC HIGHWAYAND INCIDENTAL PURPOSES, RECORDED ���'-��,�R gKSp Fy 0- 1 NOVEMBER 22, 1996AS DOCUMENT NO. 1996-0593424 OF OFFICIAL � ; A z RECORDS. W No. 80356 m PASCO LARET BUTTER 14 THE ENCINITAS GROUP, LLC HOLDER OFAN EASEMENT FOR THE RIGHT °G Exp. 12�31 �18 Q OF WAY OF ROAD PURPOSES, RECORDED JUNE 25,1999ASDOCUMENT CIVIL ENGINEERING + LAND PLANNING ASLAND SOCSURVEYING S NO. 1999-0443426 OF OFFICIAL RECORDS. C10- 595 North Highway 301, Ste A, Solana Beach, CA 92075 OF ra�� ->_ ... eer, 1 - ... • ,-,_____,___-__ ___ 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. RECORD PLAN S2N 2122021 DESCRIPTION: STATION"ENC-30" LOCATION: CENTER CDS, NORTH END OAK CREST PARK DRIVE RECORD FROM: ROS 18416 ELEVATION: 388.48' DATUM: NAVD88 02/02/2021 -' TNT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: - U' Si R.C.E. NO.: 80356 '� TYLER G LAWSON EXP.: 12/31/18 REC MMENDED: APPROVED: JES E OWENS CHRISTO ER L. MAG SKU /f y l!J S J�Ag-Z� DATE DATE IMPROVEMENT PLAN - REQUEZA STREET FOR* 710 & 714 REQUEZA ST APN: 258-141-36, 38, & 39 I PLANNING CASE NO: 16-211 TMDB/DR/CDP/EIA 13671-1 PUBLIC WORKS Nei --_ TYLER G LAWSON DATE St�ve,No-wa.k/ 2/2/2021 PLANNING Nit ---- CITY ENGINEER DATE REVIEWER JQO 2-12-2-12-i INSPECTOR KK 2 r SHEET 3 OF 5 PLSA 2148-04 C1 to � s� D0 .I -w � _� _m a N i � :00 �5 ')r 3CL '..__..1 ....,...'......._,__..._ ....._. _..._.__. ... ... i I , } p cti i .�..,. _ fl � i_........4-.__ ,-_ _....._i_.._.... ....__.-•_...._..... � 1 � Y i ( �•' 1 1 • k ; ! 0 1 f k 5 I I € # I ( i I W 1 e 1 t t 5 I € t f N •� Ito� i-4 1 { € � N W ' i 1 € } i D € I t f i € ?a e € € N f , { k 1 1 1 ! - j i • 5 , 1 I i T0p Di 1 , PPP ' 1 •iii 1 # • I i 1 1 1 ! t z_ Q Cr L W z aoZ�p oU �w� k Z� oW W '.j(D W 7(oO ZaCrn �'�� �Q� Cip� Q`X�X� _..._ -4M M -M - C&G PER 11894-1 PARCEL 3 PM 14482 APN 258-141-59 5 1 1 7 ( t 1 ! 1 1 I 1 _. ... e.. 1 .. .. .. ....... .... .. ......... .... .... ......... }-.. ...-... .... . i f 1' f f' 'i � '1 __ _ LL . I'dM ...I j 1 S j 1 i I # i i i 1 I '.. �.. i k I€ i 1 t........... {....... _ r : I .. .--'-'I ,. _ .. . - a .__ J _.. _ i ..... I... __.fi. _..,.. €.-... ....-_r ...----�.... 1 rt. . i {-- _'- I - I € 3 i # t 4. 5 1 fE i 3 I 1 EXISTING 8"PVC i 1 -- - ISEVER iAFN $St 3 I # 1 E 5 I 1 .,_._.. ( j.. _. y...__�. _.. .... ..j. -,.... .4 ..... a._.._.. .... ....... ... ..p...._...... ;........._:. > - t i } .... �. .. _ 1 I € I 1 I I I I i € } i i 1 4 j I 1 e 1 tt{} i 1' i s , 1 s € {j k k 1 k k j r r 3 t O 1 4 i 1 i 1 jj a 1 1 : O ! s t + i 3 i i U i + 4•� i f En f , 4 O 5 I N i f I 5 ¢ - i 5 ! r- 4 1 1 , tiY 4. , O , I p e 5 5 v^- 4 5 d - r- -- 5 t+ i ... 9.83% .. .. _i t .i ._.... i .... Y.._ e. ....... € ............ I 4 it ' ..-.. .._. S I. I. ....... !.........I ...E r-n yvil c vt : -TOP F CURB L FT € , t , € I I 5 a € 5 HORIZONTAL 1 20� VE TIC,IIL _._.. _ _. .._, _ :... .... ..... , € 1 ! 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EXISTiN,PCC :. .. ,..�C&G TO REMAIN 2+00 \� EXISTING 8" PVC Ulm �mmmmmmmmk 'M El -14�12 i REMOVE J J-IcDCrcL -kmF�- i -+¢�cc o�Cc o�l_m zoo 0 o EXISTING WALL b 00�tio oWm No oaZ"o Cn w n � � Z "10 N N LOT2 N N LOT 1 �; � (D W m O W `* ,�., Cnn m S213.50'OFE248.00'OF xa) N 1 i t 1 ZC'x N¢ hj NC,�W N N� U fl , ON t opWN , , �_ , U� t �Q� W518.00OFW1/2OFSE 'fl' NmV� cao o rn N QO�v oow�;`- 114 OF NE 114 OF SEC. 15, d o�q� rn + °+° `+ u�iaOV +� o "`oW~ "'fig T13SR4WSBM �• + UzO + cn M N N i' O � N� + N2 ui + W� N , ac n Z �q ZN U cn cn v) ��mQ �m� cocZ'Da� Ouj w O O O O M WOO FW- r M w ul CO ~ z CO W PLAN ViEW - CAMINO DE ORCHiDIA W on SCALE: 1" = 20' EXIST. MAMME TABLE MANHOLE STATION PIPE LENGTH (FEET) PIPE DIA. (INCHES) PIPE MATERIAL SLOPE % MH RIM EL. (FEET) UPS MH INVERT EL. (FT) DOWN MH INVERT EL. (FT) MH DEPTH (FEET) NO. OF LINES THROUGH MH UPS DOWN UPS DOWN /N OUT IN OUT UPS DOWN UPS DOWN 7+00.37 TO 3+50.85 349.52 8 PVC SDR-35 0.40 298.90 296.37 285.55 285A5 284.05 283.95 13.45 12.42 1 1 3+50.85 TO -0+13.36 364.21 8 PVC SDR-35 0.40 296.37 291,05 284.05 283.95 282.49 282.39 12.42 8.66 1 1 CAMINO DE ORCHiDIA CENTERLINE STATIONING PER CiTY OF ENCINITAS DWG 11894-1 ALL NON-STANDARD IMPROVEMENTS INCLUDING DRIVEWAYAPRONS, LANDSCAPING AND IRRIGATION AND PRIVATE STREET TREES TO BE MAINTAINED BY HOA IN PERPETUITY PER ENCINITAS MAINTENANCE & REMOVAL COVENANT DOC# ZoIB- v 0(" UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON iS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING MATERIALS AND CONSTRUCTION, CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY. ALL EXISTING MONUMENTS TO BE PROTECTED iN PLACE. ANY MONUMENTS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED BY LICENSED LAND SURVEYORAND PROPER DOCUMENTATION SHALL BE FIELD WITH THE COUNTY RECORDER. NOTE: ALL WORK ONSiTE SHOWN HEREON FOR REFERENCE ONLY- REFER TO 13671-G FOR PRIVATE GRADING IMPROVEMENTS RROP EXIST R / � R OW 50' OW 25' 25' EASEMENT GRANTED PROJECT 4' SITE I TO TC1 21' TRAVEL LANE 15' t TRAVEL LANE 10' SAWCUT i 10.5' 1i 0' 2:1 MAX TO SAWCUT TO PAD 9„ EXISTING i 2" AC GRIND f -- & OVERLAY 2.0% VARIES VARIES VARIES EXISTING SIDEWALK it s - i f d i 11 € I ! 1 1 I � � TO REMAIN F , TYPICAL WATER -, METER LOCATION = I I 4 i EXIST PCC CURB I. 1 r -- } 4 PER WAS WS 03 l 4 1 f I ! & GUTTER TO REMAIN 6" PCC I "--` dx'_.:I a.. 1 ------ INSTALL I l ...... _ EXISTING AC PAVEMENT is CURB &GUTTER _ TO i REMAIN ! `s PER SDRSD G-2 �I ( - EXISTING WALL EXISTING 8" PVC WATER MAIN PER TO BE REMOVED EXISTING 8" PVC WO-96-14 TO REMAIN WIDEN /INSTALL 4"AC OVER SEWER MAIN PER 6" CLASS 11 AB OR PER 0006-Si TO REMAIN GEOTECH RECOMMENDATION TYPICAL SECTION - CAMINO DE ORCHIDiA O CAtiAI'VO DE OIA - CANE DATA LINE DELTA I BEARING RADIUS LENGTH COMMENTS 1 N 1 °46'29" E - CAMINO DE ORCHIDiA ❑ CIAO DATA TABLE LINE DELTA/BEARING RADIUS LENGTH COMMENTS Ll N 16°52'59" W 26.80' TEMPORARY 6"AC BERM L2 N I °46'29" E 189.95' 6"PCC C&G PER G 2 SEWER LATEWML TABLE LOT STREET STATION DROP TO LATERAL ELEV LATERAL GROUND DEPTH BELOW PAD ELEV. UPSTREAM BACKWATER NO OF LATERAL @ IE @ MAIN LENGTH MAIN PL (iE) SLOPE % ELEV. @ PL PL (PL TO IE) FT. MH RIM ELEV VALVE REO'D MAiN 1 CDO STA 2+82.87 283.74 23.00' 1.20' 285.40 2.0% 295.65 10.25' 290.50 293.95 YES 2 CDO STA 3+57.91 284.04 23,00' 1.20' 285.70 2.0% 296.40 10.70' 290.50 298.90 YES NOT TO SCALE �Ki)►`L���;ZII��fiLL�(�jr�5 1O INSTALL 1"DUAL DOMESTIC/FIRE WATER SERVICE AND METER PER WAS WS-09, WC-17 �2 INSTALL 6" PVC PRIVATE SEWER LATERAL PER SDRSD SS-01 O3 INSTALL PCC DRIVEWAYAPRON PER SDRSD G-14A ® TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD DETAIL Q5 SAWCUT EXISTING PAVEMENT © 2" GRIND AND OVERLAY EXISTING AC PAVEMENT, GRIND AND OVERLAY HALF -WIDTH PLUS ADDITIONAL 10' Q7 INSTALL 4"AC OVER 6" CLASS YAB OR PER GEOTECH RECOMMENDATION ® INSTALL PERVIOUS PAVERS PER DETAIL SHEET 2 (NOT USED ON THIS SHEET) �g INSTALL 5' WIDE PCC SIDEWALK PER SDRSD G-7 ( NOT USED ON THiS SHEET) EASEMENT AND DEDICATION NOTES Q3 INDICATES PORTIONS OF CAMINO DE ORCHIDIA FOR EASEMENT FOR PUBLIC RIGHT OF WAY TO THE CITY OF ENCINITAS, PER FINAL MAP 1 /ROfESS/O , CO No.80356 Exp. 12/31 /18 CIV\\- a?P� SCALE: 1" = 20' PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 958.259.8212 1 fz 859.259.4812 1 pleaengineering.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS "t�II�IVK ter: `""' �Y: ` "t�"t" �Y: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. BA K A BAK TGL z RECORD PLAN SRN 2/2/2021 DESCRIPTION: STATION "ENC-30" LOCATION: CENTER CDS, NORTH END OAK CREST PARK DRIVE i d -- 02/02/2021 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 7- U � R.C.E. NO.: 80356 TYLER G LAWSON EXp 12/31/18 RECO MENDED: APPROVED: JESS E OWENS CHRIST HER L. MA OSKU DATE DATE IMPROVEMENT PLAN - CAMINODEORCHIDIAFOR: 710 & 714 REQUEZA ST APN: 258-141-36, 38, & 39 PLANNING CASE NO: 16-211 TMDB/DR/CDP/EIA 13671-1 PUBLIC WORKS NA ---- TYLER G LAWSON DATE Stewe,Nouakl 21212021 PLANNING NA ---- RECORD FROM: ROS 18416 ELEVATION: 388.48' DATUM: NAVD88 CITY ENGINEER DATE REVIEWER JQO 2I2 INSPECTOR KK 2/2 SHEET 4 OF 5 PLSA 2148-04 12 OF 0 EASEMENT AND TDICATION NOTES a� 1 INDICATES EASEMENT FOR WA S 0 LINES AND APPURTENANCES TO THE SAN I -- DIEGUITO WATER DISTRICT PER FINAL MAP. t1 4 ❑ INDICATES PUBLIC EASEMENT FOR PRIVATE STREETS TO THE CITY OF ENCINITAS PE - (FL05-5W44$ FbItW7 FINAL MAP. . ❑5 INDICATES PUBLIC GENERAL UTILITY EASEMENT TO THE CITY OF ENCINITAS PER I s I ;-r MAP. FINAL MAP. I ! : ❑7 INDICATES PRIVATE PARKING EASEMENT FOR THE BENEFIT OF LOTS 1-13 TO BE ! ' i I GRANTED OR RESERVED CONCURRENTLY WITH TRANSFER OF TITLE. ! ® INDICATES PRIVATE DRAINAGE EASEMENT FOR THE BENEFIT OF LOTS 3-12 TO BE GRANTED OR RESERVED CONCURRENTLY WITH TRANSFER OF TITLE. j _ 7 i N � LOT5 t cq - a Q v+i F- LOT 4- OR S \ ° a + w tiU F 1 5 oar' v t t i C/) a fl) cz ¢o LOT6 + / \ ¢ �_ ca i ti � CC Is C J 10,13 7 0 71 -v NOTE: AN "S" OR '1N" SHALL BE MARKED ON CURB FACE TO DENOTE WATER SERVICE AND SEWER LATERAL LOCATIONS AT ALL SURFACE IMPROVEMENTS SHOWN HEREON FOR REFERENCE ONLY REFER TO 13671-G FOR CONSTRUCTION. 32 FS / = + LOT7 rn LOT8 Cn + LOT9 �m a mrn n7 -� 1 5 `� `� � `� co WEI LVAM ��.�, ---� ' ' - i'1"Pl•,■rll=�r'-'-1-�i;;'/-,,i,1,1,,�1 ' 1 11.1•1.1■'-1'i,i'i� � ��,, �I �� � � �!1!1!1!1!1!l1,111.1�11eI�1e1�1l1lI ��1l1l�,� ��.�► !�!�!�.�1�1�1�1�1�11 ©�� +7 W ti Cn � c• I- g F- I_ O ti W' Ell O O I- I. J O T �. O Q' O .I W I ! � � � ¢ L Wc$� N W rnCL LOTD NwN ��' c,, LOT13 + 7 CO CO � ti ti 4 Q V oco Q v¢i W . ¢ Q O tY Q a q 4 4 w W ti W � ¢ UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING MATERIALS AND CONSTRUCTION, CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY. CHANGE NO. DESCRIPTION � SIG SEVJER MAIN EI.E1�A0 CW 2 RECORD PLAN Oil 1, i�i�A i�1 !�E►;'I'1`.��1 i�i�i�i111�1� 51 ��t►��!�.11 min �I �I1111�1�1SHE "III t FSLHP LOTB �i ol:oO� t 7 Q � w D � �- r x '0 irr 4A N C >o`o s �■i► 4E .aria svrn sr _� �� I I 41 t I �'�'�-1-1 1 1 if ■ ■ !1 ■ ■ �■ ■ ■ u ■�.tl t.,.'r1v�- "'� 'O' j1lti �li�� �� ��1����111�� �1.......NONE _>ta����'I��li��ll 1�hl�IIIIJ �r■h,,I W � 3 II ' 1 7 i Fes'•:, ! i i 26.0' °i ' 5.0' 13.0' 1 13,0' S.0' GUE "sir io 12,0'TOFC I 12.0'TOFC 0.5 ....... Gyp... TO PAD m ! 1. 1.0% 1.0% 1.0 - ! _ INSTALL MODIFIED :- ! € € I �..j..... . PCC ROLLED C& .......... G TYPICAL WATER :mm:::! :, LOCATION PER 13671 G ; .... ...€ W 0 A WSMETER P 3 € ALL 8" CL 305 : �.............. ,.......... �: ;-=- - ---- ; )' "ER INSTALL 6 PCC CURB _. i �........ PVC WATER N C MAIN ............ fy PER SDRSD G-1; EXTEND • ._..... _, ..._ ; ! .. 24"X 42" JOINT `� "- • =""' CLASS II BA SE BENEATH CURB ' j ! ' UTILITY TRENCH INSTALL 4"AC OVER 6" I PER SDRSD M 15 INSTALL 8"SDR 35 CLASS I! AB OR PER PVC SEWER MAIN GEOTECH RECOMMENDATION ---- - TYPICAL SECTION -PRIVATE ROAD i ! i NOT TO SCALE I i I i i i i i i i i i 13.44', i 173.52' 33.518' d �/2-2 --18 .......... - --; 7 _ as9 - - z ! !-16sa liz s - - -j- ! 1 3 ! ! ! ! ! - a �I i U U n I ti 0 54% ; ,CDS i STA 2+24.69;' I i VT RD STA 6+39: 121} - - SOLID S _........_' LtN�R - 265 02 ERI3ESE�Ifi - I?VT -12.00 CUL 17E-SAC STA +00 DO ! •. 70P D G i PCC CURD - R - L-QE-SAA� J ;DST T DE SAf; STxI 3 2i ; L- - CALF' HHO 1- S' 12ziN -20, VER7rCA ! � --•` '��.DO' I a 265 Cn v c S oa �NUo 7 tiN Cr rj� uj to O O O !"� O ti O �' �l W Q' Er It cc Q J EL' W� �'' w O W u NLCI �a� W N •� N •- •� C NN ��� N N�N�' F 11 c ¢]Cn t oD�N C7ia t t t i t 11 t L0T10 t N`fl o¢ `+ LOTA t aN `� + O _ On � r Lo n W N N Cr L Z W cq tY ¢ Yl Q`� NEx M I ALL EXISTING MONUMENTS TO BE PROTECTED IN PLACE. ANY MONUMENTS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED BYA LICENSED LAND SURVEYOR AND PROPER DOCUMENTATION SHALL BE FIELD WITH THE COUNTYRECORDER. LOT 12 A o oMD N LOT o t N I � o N cry t (0 ti CO CO IL_u ti ¢ ¢ §zti Or�tit=2 ¢ ¢vl`i CL -3: W PLAN VIEW - PRIVATE ROAD " ^ N + O N SCALE: 1"=20' 11,11 , o a 8Bff 4 MAAHOLE DATA TABLE MANHOLE STATION PIPE LENGTH (FEET) PIPE DIA. (INCHES) PIPE MATERIA SLOPE % MH RIM EL. (FEET) UPS . (FEET) DOWN MH (FEET)INVERT MH (FEET) THROUGH MH UPS DOWN UPS DOWN IN OUT IN OUT UPS DOWN UPS DOWN #1 TO #2 107.98 8 PVC SDR- 5 'h9@4 64.70 264.24 N/A 258.0 6.70 -7-44- 1 2 #2 TO #3 268.45 8 PVC SDR-3 4-968 !.264.24 269.36 2 2 #3 TO #4 65.12 8 PVC SDR-3 4536- 1269.36 266.7 t 254.6 (252.61) 14.09 2 2 O SEINER DATA TM t.E LINE LENGTH DELTA/BEARING COMMENTS 107,98' N 14° 21' 10" E 8" PVC SDR-35 O 268.45' N 01 ° 46' 38" E 8" PVC SDR-35 Q3 65.12' N 44° 56' 11 "E 8" PVC SDR-35 WATT DATA TA61LE LINE LENGTH DELTA/BEARING COMMENTS 1 52,00' N 13° 01' 38" E 4'PVC C900 CL 305 2 40.32' N 13° 01' 38" E 8" PVC C900 CL 305 O 293.85' N 01 ° 46' 38" E 8"PVC C900 CL 305 Q PWATE ROAD - CMTHIM DATA LINE DELTA/BEARING RADIUS LENGTH COMMENTS 1 N 88' 13' 22" E 16.78' PRIVATE RD 2 N 01 " 46' 38" E - 390,17' PRIVATE RD UTILITY CONSTRUCTION NOTES I INSTALL I" DUAL DOMESTIC / FIRE WATER SERVICE AND METER PER WAS WS-09, WC-17 Q INSTALL 6" PVC PRIVATE SEWER LATERAL PER SDRSD SS-01 O3 INSTALL 60" SEWER MANHOLE PER SDRSD SM-02 WITH CITY APPROVED EPDXY LINER ® INSTALL FIRE HYDRANT AND SPLASH PAD PER WAS WF-01 Q INSTALL TYPE B CURB INLET PER SDRSD D-02 © INSTALL TYPE A STORM DRAIN CLEAN OUT PER SDRSD D-09 (D INSTALL 2" 80 VALVEASSEMBLYAND END CAP PER WAS WB-06 ® INSTALL 2" DOMESTIC SERVICE WITH 1.5" METER AND BACKFLOW PREVENTION DEVICE PER WAS WS-02, WC-17, WR-01; CONTRACTOR TO RECONNECT PRIVATE PLUMBING. CUSTOMER TO REMAIN IN WATER THROUGHOUT CONSTRUCTION Q INSTALL P IRRIGATION SERVICE WITH P METER PER WAS WS-01 WITH BACKFLOW PREVENTION DEVICE PER WAS WR-01 SE ER L4 7EPAL TA XA=- r NO STREET STATION OF LATERAL @ MAIN IE @ MAIN 11 LENGTH DROPTO MAIN LATERAL ELEV @ PL 0E) LATERAL SLOPE % GROUND ELEV. @ PL DEPTH SELO PL (PL TO IE) PAD ELEV. FT. UPSTREAM MH RIM ELEV. BACKWATER VALVE REQ'D 0 CUL DE SAC2+12.99 183.87 1.20' 262.71 2.0% 271.90 9.19, 278.9 264.70 NO 3 CUL DE SAC 2+07.07 142.50 1.20' 261.91 2.0% 267.80 5.89' 268.5 264.70 1 NO 4 CUL DE SAC 2+04.03 64.69 1.20' 260.38 2.0% 265.85 5.47' 267.5 264.70 NO 5 5+56.52 1.20' 259.68 2.0% 264.96 5.28' 266.5 264.70 NO 6 6+70.50 6.85 1.20' 258.50 2.0% 264.91 6,41' 267.5 264.70 NO 7 7+17.46 13.00 1.20, 258.03 2.0% 264.76 6.73, 267.5 264.24 NO 8 7+99.68 1 13.00 1.20' 257.20 2.0% 264.35 7.15' 267.5 264.24 NO 9 8+57.16 13.00 1.20' 256.63 2.0% 264.06 7.43' 267.5 264.24 NO 10 8+73.00 13.00 1.20' 256.47 2.0% 263.57 7.10' 265.4 264.24 NO 11 8+05.20 13.00 1.20' 257.15 2.0% 263.91 6. 76' 265.7 264.24 NO 12 7+23.79 13.00 1.20' 1 258.06 2.0% 264.32 6.26' 265.7 264.24 NO 13 7+06.30 = 21.50 1.20' 1 258.31 2.0% 264.41 6.10' 1 265.7 264.24 1 NO +_ Q�pFESSlO�, w G Lq� F2 0 No.80356 m M uj w- Exp. 12/31 /18 SCALE: 1" = 20' J'T CIV1� �Q h q OF CAL�F� nn •In n nn en an PASCO LARET SUITER'' & ASSOCIATES' CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fz 858.259.4812 1 piaaengineering.com Zss.to 7ZSS,4 Z"O ���b DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. BA BAK TGL 1 I�l DESCRIPTION: STATION "ENC-30" LOCATION: CENTER CDS, NORTH END OAK CREST PARK DRIVE 02/02/2021 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: - �'� R.C.E. NO.: 80356 �.� TYLER G LAWSON EXP.: 12/31/18 REC MMENDED: APPROVED: 10-4 ¢ JE E OWENS CHRIST PHER L. MAG SKU ey n /_11rr'zal� DATE T- DATE UTILITY IMPROVEMENT PLAN FOR: 710 & 714 REQUEZA ST APN: 258-141-36 38 & 39 PLANNING CASE NO: 16-211 TMDB/DR/CDP/EIANONE 13671-� 7 2 21 PUBLIC WORKS NA ---- TYLER G LAWSON DATE Ste�ve� No�.vak. 2/2/2021 PLANNING Nit ---- RECORD FROM: ROS 18416 ELEVATION: 388.48 DATUM: NAVD88 REVIEWER JQO 2/2 CITY ENGINEER DATE SHEET 5 OF 5 INSPECTOR KK 212 U) W Q U 0 U) Q 06 W W [n w Q J O U cc Q IL Z U Q N W m 00 a) Z 0) O OD 00 in u7 w �w Cn N o00 N _co LO z 00 co t'L5A L14ti-U4