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2020-14776 I LDEV-014333-2020 (Plans)GENERAL RIGHT-OF-WAY NOTES: 1. NO ACCESS OR WOW SHALL BE PERFORMED WITHIN THE CITY RIGHT-0E-W4Y WITHOUT THE FULL KNOIMEDGE OF THE ASSIGNED CITY INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS ADVANCE NOTICE OF THE INITIATION OF PERMITTED USEAT(760) 633.27960R 6332797 DRAB STATED ON THE PERMIT 2 AT LEAST HOURS PRIOR TO STARTING WORK, UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED FOR LOCATION OF UNDERGROUND UTILITIES AT 1-800-4224133 THE PROPOSED DIG AREA MUST BE MARKED IN WHITE PAINT PRIOR TO CONTACTING (USA). 3. ALL MURK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A VALID CALIFORNIA CONTRACTOR'S LICENSE OF THEAPPROPRIATE CLASS. 4 ALL TRAFFIC CONTROL WITHIN ME 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 SWRK 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 AURK 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 $HALL BE NECESSARYAND PROPER TO PROTECT ME PUBLIC SAFETY AND FURTHER AGREES TO PAY ANYAND 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 RIGHTOF-WAY, MTNA COPY OF ME PERMIT INCLUDING THESE STANDARD CONDITIONS AND A COMPLETE SET OFAPPROVED PLANS. ME 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. CERTIFICATIONSHALL BEMADEBYA CERTIFIED TESTINGAGENCYORFIRMACCEPTABLE TO THE CITY 7 NO MURK MMIN THEPUBLICRIGHT-OF-VAYIS PERMITTED ON SATURDAYS, SUNDAYS, ORHOUDAYS. ANYDEVIATIONFROM THE WORK SCHEDULE PRESENTED IN THESE CONDITIONS MUST RECIEVE PRIOR, VvRMTENAPPROVAL 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 ONANY PUBLIC ROADWAY, EXCLUDING PRIMEARTERALS AND MAJOR ROADS, SHALL BE STARTED BEFORE 7.30 AM OR CONTINUEAFTER 50OPM ON WEEKDAYS. 9 NO WORK SHALL BEGIN BEFORE 9WA.M OR CONPNUEAFTER 300 PM. ON PRIMEARTERALS AND OTHER MAJOR ROADS, UNLESS AUTHORIZE) ON ME PERMIT BY ME CITY ENGINEER ALL WORK ON PRIMEARTERALS AND OMER MAJOR ROADS, ALL AS SHOWN ON THE CIRCULATION ELEMENT OF THE CITYS GENERAL PLAN, WILL REQUIRE A TRAFFIC CONTROL PLAN ACCEPTABLE TO THE CITYTRAFFIC ENGINEER WHOSE OFFICE CAN BE COATACTED 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. INO LATER MANI WPM. ONMAJOR ROADS DEFINED HEREIN. ii, TWO-WAY IFS RESTTRAFFIC SHALL BE MAINTAINED AT ALL TIMES MINIMUM TRAVEL LANE WIDTH FOR MOTOR VEHICLES SHALL VI 12 FEET IFSTREETMOTH PREVENTS MAINTAINING TAU-N4Y7RAFFIC PERMITTEE AND DIRECTOR OF ENGINEERING SERVICES SHALL AGREE ON AN ADEQUATE TRAFFIC CONTROL PLAN PRIOR TO STARTING MURK WHICH SHALL INCLUDE THE USE OFA FULL-DMEFLAGUM 12. ALL EXCAVATIONS IN EXISTING PAVEMENT SHALL BE SAW CUT TO NEAT LINES AND AS REPLACEMENT SHALL BE MADE TO THE SATISFACTION OF THE CITY ENGINEER OR HIS DULYAUTHORIZED REPRESENTATIVE 13 OPEN TRENCH MUST BE B4CKFILLEDAND CAPPED WITHAT LE4ST2' OF COLD MIX ASPHALTOR METAL PLATEDACCORDING TO CITYSPECIFICATIONS DURING NONKORKING HOURS. METAL PLATESARE REWIRED TO HAVE COLD MIXASPHALT RAMPS ONAUL 4)SIDESANDMUSTSEMAINTAINED. REFER TO THE CITYS STANDARD DRAWING DATED JULY 31, 1990. 14. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF ME CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE REFER TO THE CITYS STANDARD DRAWING DATED SEPTEMBER 30, 1996 15 NO TUNNELING UNDER CURB AND GUTTER OR OTHER IMPROVEMENTS SHALL BE PERMITTED IMPROVEMENTS SHALL BE REMOVEDAND REPLACED JOINT TO JOINT 16 TWO SACK SMMEMENT SLURRY MA SHALL BE REQUIRED AS BACKFILL ON ALL LATERAL EXCAVATIONS WITHIN PRIME ARTERIALS, MAJOR ROADS AND COLLECTOR$ AS WELL AS ALL LOCATIONS WHERE ME INSPECTOR DEEMS ME NATIVE MATERIAL TO BE UN4CCEPTASLE FOR USEAS BACKFILL. 17 CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL AND DEBRIS FROM DEPOSITING IN GUTTERS, STREETS AND STORM DRAINS. NO WISHING OUT OF MIXERS OR CONCRETE PUMPS WILL BE ALLOWED ON CITY STREETS. VIOLATIONS WILL BE REFERREDFOR NPDES ENFORCEMENTAND PENALTIES. 18. ANY ROADWAY STRIPING OR MARKINGS DAMAGED OR REMOVED DURING ME OPERATIONS OF MIS 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 CONSTRW TION, "TEST EDITION, SECTION 201, AND BE APPROVED BY ME 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 MOTH OFA TRAVELED ROADWAY SHALL BE DISTURBED AT ONE TIME AND THE RE94INING WIDTH SHALL BE KEPTOPEN TO TRAFFIC BY BRIDGING OR 94CKFILLING. 21. MERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW ALL PIPES AND CONDUITS LAID PARALLEL TO THE ROADWAYSHALL BE PLACEDAT LEASTRVE (5) FEET FROM THE EWEOF THE PAVEMENT OR GRADED TRAVELED ROADWAY, UNLESS OTHERWISEAUTHORIZED IN M177NG BY THE CITY ENGINEER THE SHALLOWEST PORTION OF ANY PIPELINE OR OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN THIRTY (30) INCHES BELOW THE ROADWAYSURFACE. 211A). MERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW ALL PIPE$ AND CONDUITS LAID PARALLEL TO EXISTING UTILITIES SHALL MAINTAIN A MINIMUM SEPARATION OF THREE (3) FEET MEASURED FROM THE NEAREST EWE OF THE FACILITY. ANY DEVIATION FROM THIS REQUIREMENT IS NOTALLOIED UNLESS APPROVED BY THE CITY ENGINEER OR HIS DULYAUTHORVFD REPRESENTATIVE 22ALL EXCAVATED MATERIAL SHALL BE CASTAWAY FROM THE IMPROVED PORTION OF THE HIGHWAY AFTER THE MURK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS, $HALL BE REMOVED FROM ME RIGHT OF -NAY. ME ROADWAY SHALL BE LEFT IN NEATAND ORDERLYCONDITION 13ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE AND OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROMALL EXCESS MATERIALS AND DEBRIS. 24 ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSEC7NG ROADS AND STREETS SHALL BE KEPT OPEN TO TRAFFIC AT ALL TIMES, UNLESS OTHERWISEAPPROVED BY ME 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 BYANY OTHER METHOD MICH WILL LEAVE A CLEAN NONSKID SURFACE WITHOUT IMPAIRING, DAMAGING OR LOOSENING THE SURFACE 26.PERMITTEE SHALL COMPLY WITH ANY AND ALL DIRECTIVES ISSUED BY ME CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE IN ORDER TO PREVENT DUST OR OTHER MATERIALS FROM BECOMING A NUISANCE ORANNOYANCE 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 PR07 ECT 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 VERIFICABON AND LOCATION OF BRUTES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD - (760)-633-2770 D. RECYCLED WATER - SAN EUJO JPA - (760) 753-6203 X-32 B. GAS & ELECTRIC - SDGE - (760)-438-6200 E TELEPHONE - SBC BELL - (760)-489-3411 C. WATER - SDWD - 1-800-227-2600 F. CABLE TV - COX-(760)-806-9809 X-22JJ 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. GENERAL RIGHT-OF-WAY NOTES (CONTINUED): 2Z 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 PERMIREE 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 MAYBE LEFT IN PLACE FOR UP TO 30 DAYS, BUT MUST BE CONTINUALLY MAINTAINED. 25. WHERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR OTHER TYPE OF SURFACE HAS BEEN REMOVED BY OTHERS, THE PERMIREE SHALL REPLACE IT WITH A STANDARD REPAIR OF FOUR (4) INCHES AC OVER APPROVED &1CKFILL OR REPAIR SECTION SHALL BE ONE (1) INCH AC GREATER THAN EXISTING STRUCTURAL SECTION, WHICHEVER IS GREATER. REFER TO ME MOST CURRENT STANDARD DRAWING. REPAIRS TO POO PAVEMENT SHALL BE MADE PURSUANT TO ME SPECIFICATIONS OF THE ASSIGNED ENGINEERING INSPECTOR, 29 IF, AFTER THE REFILLING OF AN EXCAVATION, THE PERMTREE 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, ME CITY ENGINEER SHALL CAUSE ME REPAIR TO OCCUR; AND ME PERMIREE SHALL BE CHARGED WITH ME COST THEREOF COMPUTED BY THE DIRECTOR OF DEVELOPMENT SERVICES. 30 WHEN SHORING IS REQUIRED, AN ENGINEERED DETAIL DRAWING WILL BE REQUIRED FOR APPROVAL BY THE C17Y ENGINEER. ALL OSHA REGULATIONS SHALL BE MET. 31. ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF ME METHOD IN ME FIELD BY ME 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 IDENRF1' 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 APPUCANPS 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. M THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK MICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BYAREGIS MRED CML ENGINEER OR A LICENSED LAND SURVEYOR 35 THE REMOVAL OF ANYAND ALL CITY TREES SHALL BE CONSISTENT MM 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 SPECIFICALLYAPPROVED OTHERWISE NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINEAREA (ME AREA FROM ME MUNK OFA MEE TO ME OUTERMOST EWE OF ME MEE CANOPY PROJECTION ON ME GROUND) IFA CITY TREE IS MOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITHA CITY TREE, ITMUSTNOTBE DISTURBED UNLESS THE PLAN IS REVISED TOADDRESS THE TREE REMOVAL. 36 THE TRAFFIC LOOPS SHALL BE REPLACED WITHIN 3 DAYS OF COMPLETING KORK IN THE AREA TO CURRENT CALTRANS STANDARD TO DETECTBICYCLES PER TRAFFIC OPERATIONS POUCYDIRECTNE 09-0SATNO COST TO THE CITY EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MICHAEL RIDDLESPERGER AT (714) 557-5511, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 7MES DURING ME RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILES ON S17E ON OCTOBER i AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEWCES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT ME 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 RUNOFF 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 P07EN71ALLY 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 SLOE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PR07ECPVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. OWNER'S CERTIFICATE I (M) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVERALL GRADINGACTMTYANDADWSE ON THE COMPACTIONAND STABILITYOF THESITE. I (ME) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CANS OFFICERS, OFFICALS, 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 OM4ER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE' DATE' 02AM/2/ �kvGIL`CI U�i11106 440211N9*1114Ncl4:1 CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISHAND USEANADEQUATELY S2EO CONCRETE MASHOUTAREA TO CONTAIN WASHOUT WASTES ON SITE. ITT$ ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PI ASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SIZE. MIS$HALL INCLUDE USING MATERIAL SUCHAS 3"CRUSHEDROCKANO/OR CORRUGATEDSTEEL PANELSIPLATES CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAM SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, ANDROUTINE EQUIPMENTMAINTEMANCE ALL MAJOR REPAIRS SHALL BE MADE OFFSITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANTSURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX NO EXCAVA77ONAND GRADINGACTMTIESAREALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE CONTRACTOR SHALL PROTECT 044NNELSAG4INST EROSION USING PERMANENTAND 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 00 NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DECREASE EROSION TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR MERE 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, 191,T.`l19i:77n714:10091.11 II%v11:>tlFv{HfSH:7HIFi[KiL7G7NFY:Ig18ii7ICIIJF,N r ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED INA SECURE PLACE TO PREVENT $EEPAGEAND SPILLAGE CONTRACTOR SHALL STURE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ONSITE. ELIMINATE OR REDUCE POLLUTION OF STORMWITER FROM STOCKPILES KEPT ON -SITE STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE RASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORUMATER STORMNIATER FLOW$ AND STURM)RAININLETS STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURESANDPROVIDED W7MA TEMPORARYSEDIMENTSARRIERAROUND THEPERIMETERATALL TIMES TRAINING CONRRACTORS' EMPLOYEES KHO 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 ME PROPERTY OMNER(S) AND ME PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMNATER 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 SEEPAGEFROMANYVUMPSTER SHALL BE DISCHARGED INTO STORMWATER BERMS/DIKESSHAUBEP"CEDAROUNDALLOUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPSTER LIDS SHALL REM41N CLOSEDATALLTIMES. DUMPSTERS WITHOUTLIOS SHALL BE PLACED MMIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TOAVOID RAIN CONTACTWITHANYTRASH MATERIAL. MANY CONSMUCVON MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOW, AND CLEARED VEGETATION CAN BE RECYCLED NONRECYCLARE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OFAS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREEAT(800) 7144195 FOR INFORMATION ON LANDFILLSAND TO ORDER DUMPSTERS CALL EDCOAT(760) 436-015/. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANSAND RECYCLING RECEPTACLESAROUND THE SITE PORTABLE TOILETS MUST BE IN )DOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAK$. CONTRACTOR SHALL PROVIDE SECONDARYCONTAINMENTANDLOCATEPORTABLE TOILETSAWAYFROMSTORMDRAIN INLETS OPERVIOUS SURFACES ALL CONSTRUCTION DEBRIS SHALL BE KEPTAWAY FROM THE STREET, GUTTER, AND STORMDRAIN CONTRACTOR MUST ROUTINELY CHECK AND CLEANUP MATERIAL THATMAYRAVE TRAVELEDAWIIYFROMCONSTRUCTIONSITE FOR MORE INFORMATION ON STORMNATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT CITY OF ENCINITASAT(760) 63X2770 IN THE CASE IN WHICH A PROJECT PROPOSES LAND DISTURBANCE OF ONE ACRE OR MORE, AN ADDITIONAL CERTIFICATION WILL BE REWIRED. THE OWNER / DEVELOPER SHALL EXECUTE STATEMENTBELOW DEVELOPMENTOF THIS PROJECTSHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOSTRECENTSTATE WATER RESOURCES CONTROL BOARD ($WSCB) ORDER, WASTE MIER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORMIMITER RUNOFF ASSOCIATED WITH CONSTRUCTIONACTIVITY INACCORDANCE WITH SAID PERMIT, A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ANDA MONITORING PROGRAM PUN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NOI) SHALL BE FILED MIN THE SWRCB. ACOPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS, FURTHER, A COPY OF THE COMPLETED N01 FROM THE SWRCB SHMNG THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WI M ME CITYOF ENCINITAS MEN RECEIVED. INAMPON THE UNDERSIGNED AND SUBSEQUENT OWNERS) OFANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN W. 14776-GAND BY SWRCB NO.. R9-2009-NOT ANDANY SUBSEQUENTPMENDMENTS THERETO SHALL COMPLY MTN THE SPECIAL PROVISIONAS SETFORTHINSECTIONC67OFSKRCBNO. R9-2009-000/ 000#9370390672 SIGNATURE: DATE 0610121 TITLE. OMER PRINMDNAMEOFABOVEPERSON: MICHARRIDDLESPERGER COMPANY'WARMINGTONRESIDENTAL %V,TIga VMRMINGTON RESIDENTIAL CAUFORNA, INC. 3090 PULLMAN ST., COSTA MESA, CA 92626 (714}557Z511 PERMITTEE MICHAEL RIDDLESPERGER VV4RMINGTON RESIDENTIAL CALIFORNIA, INC. 3090 PULLMAN ST., COSTA MESA, CA 92626 (714) 5 M511 SITEADORESS 735 SANTAFE DRIVE ENCINITAS, CA 92024 APN'260-131-02-W LEGAL DESCRIPTION AAP THE EAST HAIFQFTHE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTH"STQUARTEROFTHENORTHEASTQUARTEROFSECTION22, TOWNSHIP 13 SOUTH, RANGE4 WESTS.B.M ACCORDING TO THE UNITES STATES GOVERNMENTSURVEY,APPROWD APRIL 19, IWI.(MO MLLYDESCRIBEDINGRANTOEEDRECORDEDMARCH21,2016,A$DOC NO 2016-0122615, Olt) SOILS ENGINEER'S CERTIFICATE I, DAN MATH A REGISTERED GEOTECHNICAL ENGINEER IN ME STATE OF CALIFORNIA, PRINCIPALLY WING BUSINESS IN ME FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BYME OR UNDER MYDIRECTION ONDECEMBER 15,2017 ONE COMPLETE COPYOF THE SOILS REPORTCOMPILED FROM THIS STUDY, MIN MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PUNS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATEDIN ME GRADINGPLANSANDSPECIFIC4TIONS SIGNED: L VAN T. MATH RCENO: GE2W5 RgOFES$/p,Y4! SHEETINDEX T. F 1, TIRESHEET EXP. DATE. 12131,22 y ?� vim 2. LEGENDANDDETAILS _uQ �,.. 3 PUBLIC IMPROVEMENTS -SANTA FE DRIVE 'IOBA 10-140071 "` No.2665 i A 4. PUBLIC IMPROVEMENTS-PRNATEROAD CONSTRUC770NlES7INGBENGINEERING,ANC DIP. 12-31-22 I"I MONRELROAD, SUITE 115, ESCONDIDOCA92025 'Pt Oe07E'CNN\Opyy�� PH'(760)746-4955 4jF n e.1\(OP STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE MURK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLYACCEPTED STANDARDSAND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION THE ENGINEER FURTHERAGREES THAT THE WORK PERFORMED HEREIN $HALL BE INACCOR)ANCE WIM ME RULES AND REGULATIONS REQUIRED BY ME CITYOF ENCINITAS, TO THE EXTENT THAT ME ENGINEER CONTROLS SUCH PERFORMANCE THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PUNS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OFRESPONSIBILITYFOR THE PLANS ORDESIGN OFIMPROVEMENTS BASED THEREON THE ENGINEERAGREES TO INDEMNIFVAND HOLD HARMLESS ME CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HISMER AGENTS OR EMPLOYEES ACTING SIGNATURE.' Yam^' a l DATE' 02/(14/11 BRANARDOLWO PASCO, LARET SISTER BASSATES 535N HWY 101, SUTTER, SOIANA BEACH, CA92075 PH' (858) 259-8212 BMP PROJECT STATUS IESRXOKAELIO, �11 44, F, PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY Oi. HOA IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE No. 71651 om STORMWATER TREATMENTAND$TORMWATER POLLUTION CONTROL EXP. 12/31 /21 a FACILITIES" F} RECORDED ON JUNE 10 M21 CIVIL ��F AS DOC. #: 2021-0430086 TRAFFIC DIVISION SAN ELIJO JOINT POWERS AUTHORITY PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT �/�/��� X�^ SDWD W18-130 06/15/2021 JohnU rob 8/17/2021 N1uN 1'41.� 9/02/2021 OS/12/2021✓�C-/P�- 9/g/ /�e,�tano y7aoyo.+e✓nn: 9/01/21 9 08/31/2021 SIGN DATE SIGN DATE SIGN DATE SIGN DATE DATE SIGN DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE I BENCHMARK AS -BUILT APPROVALS DESIGNED BY.DRAWN BY. CHECKED BY. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: STATION "I 34WCC$l" TNT DATE PLANS PREPARED UNDER SUPERVISION OF REC APPROVED. LOCATION: 2.5" BRASS DISC IN THE SOUTHEAST BRIANARDOLINO DATE PUBLIC WORKS DATE: "1121 LDEV-014333-2020 QUADRANT OF LEUCADIA BLVD. AND ORPHEUS w /�a 735 SANTA FE DRIVE PLANNING %\ / El. S OV AK JILLT BANKSTON APN: 260-131-02-00 AVE. /\, l/yI/� R.C.E. NO.: 71651 ACTING CITY ENGINEER RECORD FROM: ROS 16416 CITY ENGINEER DATE REVIEWER 8-31-21 9/9/21 ELEVATION: 178.543' DATUM: NAVD88 INSPECTOR BRIANARDOLINO EXP.:12131/21 DATE DATE PLANNING CASE NO 18-001TM/DB/CDP/DR SHEET 7 OF 5 E N U x WV, Q m m 15Z rn 05� ¢hui ,yQm Imm pw lu OD W N WFT CC w U Z m a Ina PLEA 2770 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-Oi, 02,403, 2. PIPEAND BEDDING CONDITIONS: (A) ALL PIPE SHALL HAVE 4'MINIMUM OF W CRUSHED ROCK BENEATH THE PIPE. (B)VC.P. PIPE BEDDING FROM BOTTOM OF PIPE TO 12' MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE FREE -DRAINING GRANDULAR MATERIAL HAVINGA SAND EQUIVALENT OR 30 OR BETTER. (C)PVC. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12' MINIMUM ABOVE THE PIPE SHALL BE %' CRUSHEOROCK A.B.S SOLID WALL PIPE MAYBE USED ONLY WHERE PIPE INVERTGR40ESARE 1%OR GREATER 3.AFTER COMPLETION OF PIPE LAYING, ALL MAINLINE 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 THECITYENGINEER. 4.THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER SDRSD NO SAP02. 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'SAPPROVAL. 5.THE CONSTRUCTION OF 41NCH SEWER LATERAL PER SDRSD NO'S SS-01 AND SS-02. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE B THE CONSTRUCTION OF CONCRETE CUT-OFF WALLS SHALL BE CONSTRUCTEDAS PER SDRSD NO,SP-07 7. ALL MAINSAND LATERALS SHALL BEA MINIMUM OF42-INCHES BELOWTHE FINISHED GRADE. STHE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHALL BE SHOWN ON ORIGINAL AS-BUILTPLANS PRIOR TOACCEPTANCE OF WORK. 9. FOR SEWER LATERAL TABLE, SEE SHEETS 3-5. 10. 'AS BUILT'DRAWINGSMUSTSE SUBMITTED PRIOR TOFINALACCEPTANCEOF THE WORK IIALL DESIGN CHANGES OF SEWER MAINS SHALL BEAPPROVED BYA CONSTRUCTION CHANGE PRIOR TO ACCEPTANCE FOR PUBLIC USE. 12. FILLAREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. 13.THE CONTRACTOR SHALL NOTIFY ME CITYS FIELD OPERATIONS DIVISION 48 HOURS INADVANCE OF BEGINNING WORK TO ARRANGE FOR PRE-CONAND INSPECTION OF PROJECT PHONENO. 760.633.2770. 14.CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITYS ENGINEERING SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. 15. THEAPPLICANT SHALL WARRANTY THE PUBLIC SEWER FOR ONE YEAR FOLLOWING THEAPPROVAL OF THEAS-GUILTS 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 CITYENGINEER THESEARETO BE SHOWN ONTHIS PLAN. 18.KAS7EWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO CONNECTION TO THE SANITARY SEWER SYSTEM. 19ALL NEW SEVER 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. (SEE500-1.1.5) 20. SEWERMANHOLELINING: (A)NEW MANHOLES WITH 8-10' DIAMETER SEVER MAINS. THE INSIDE OF THE SEVER 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 SEVER MAINSTHE INSIDE OF THE SEVER 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 SEVER MANHOLES SHALL BE COATED WITH AN EPDXY PROTECTIVE LINING SYSTEM PER SECTION 500-2.7 OF ME GREENBOOK. EXCEPTION$ OR VARIATIONS TO THESE MANHOLE LINING REQUIREMENTS MAYBE CONSIDERED DNA SPECIFIC CASE -BY -CASE BASIS BY THE CRY ENGINEER. 21WO ADDITIONAL LATERALS SHALL BE PERMITTED WITHOUT PAYING SEINER CAPACITY FEES, PROCESSING A CONSTRUCTION CHANGE, AND JOINING THE SEWER REIMBURSEMENT DISTRICT. IF CREATED. 12. ME DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WMIN EXISTING COUNTY RIGHTS-OFWAY, CITY OF ENCINITAS RIGHTS -OF -WAY OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINESAREACCEPTEDANDA COPYSENTTO THE SANDIEGUITO WWTERDISTRICT OFFICE. 13. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT KATERAGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS 14. FILLAREAS MUSTBE COMPACTED TO W%, PRIOR TO PIPE INSTALLATION 15. APPROVAL OF MIS PLAN BY SAN DIEGUITO MIER DISTRICTDOES NOT CONSTITUTE REPRESENTATION AS TO ME ACCURACY OF, ME LOCATION OF, OR ME EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WHIN ME LIMITS OF THIS PROJECT 16.. ALL EXISTING FACILITIES WHICH MAY EFFECTFMAL DESIGN, I E., LINE CROSSINGS, UNE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED ALL EXISTING OR PROPOSED UTILITY CROSSINGS MTHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICN. AND SEWER TO CROSS UNDER MIER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEOUITO WWITERDISTRICT 17 WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE INSTALLED TO ME DISTRICTS SATISFACTION AND CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. E4CKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITYOR COUNTYRIGH7-OF-WAYOR OUTSIDE WATER DISTRICT EASEMENT REPAIR, MNNTENANCEANDANNUAL TESTING OFBACKFLOWDFACEARE RESPONSMILITYOFOWNER. iCLVI'JLNIJ71:Lr„ir41TIGI69gL:PJIIr]IUlilrlf g9C7S111C7q ]89157gg1/fIJ�:17 LL4`IbY4`I ��l1lISHrZrESYu`I ]714NCifrPCl1/Kb] IFtg111111%9UZiJJCl/.IL`I,411114711J.467TRNbYgJ.IJ.IIP1T15ulillYJJ.IIIg9lCrl51/.IIq;bYSi7LNXY 20. CONTRACTORAND DEVELOPERARE RESPONSIBLE TO RELOCATEANYEKISTING WATER FACILITY(FIRE HYDRANT, METERS, VALVES, VALVE BOXES,ETC.) THATAREEFFECTEDBYTHEIRPROJECT. 21. CONTRACTOR TO SUPPLYDOCUMENTATIONSHOWNG THATANYASSESTOS WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OFINAMANNERACCEPTMB TOMESANDIEGOCOUMYV MDIVISION. 22 USE MEFOLLOWNG VARIOUS COMBINATIONS OF PLAINEND PIPE LENGTHS WMHIGH DEFLECTION COUPLINGSAND 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 PIPEAND BEVEL END FOR USE WTH DEFLECTION COUPLINGS. USE 95FOOT PLAIN END PIPE LENGTHS IMM DEFLECTION COUPLINGS FOR ALL RADII BEMEEN f40 FEET TO 270 FEET USE f3F00TPIPELENGMS WTN DEFLECTION COUPLINGS FOR ALL RADII BERNEEN 270 FEET TO WO FEET USE AND INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITHA 19FOOT PLAIN END PIPE LENGTH TO FORMA CHORD USE DEFLECTION COUPLINGS ON EACH END OF ME CHORD AND CONTINUE THIS COMBIN477ON THROUGH THE CURWEOAUGNMENTFORALL RADII BETKEEN560FEET TO 1,150 FEET PIPE LENGTHS SHORTER THAN 9FEET WLL NOTBE USED UNLESS SPECIFICALLYAUMORIZED THE BYTHE DISTRICTS REPRESENTATIVE 23. CALIFORNIA STATE LAWASSEMBLYBILL AS 19531S REQUIRING THAT NO -LEAD BRASS BE USED IN ME CONSTRUCTION OR REPAIR OFALL POTABLE WATER SYSTEM EFFECT JANLNRY 1, MO IN COMPLIANCE WM THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO-LE40 BRASS PARTS 24 ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WM CATHODIC PROTECTION IN ACCORDANCE WM WC-17 OR KC-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 $DYAD INSPECTOR. CONCRETE NOTE 1, ALL PROPOSED ONSITE CONCRETE(I.E DRIVEWAY, CURB BGUTTER) SHALL BE DAVIS SAN DIEGO BUFF LIGHTACID FINISH 2 PROPOSED KC PAWNO IN SANTA FE DRIVE RIGHT-0FVSIY TO MATCHAND BE CONSISTENT WM SANTA FE DRIVE STREETSCAPEPER001251 PCC SIDEWALKS TO BE MEDIUMBROOMFINISH, NATURAL GREYCOLOR; PEDESTRIAN RAMPS TO BEHEAVYBROOMFIMSH L.M. SCOFIELD CO 50150 MIXTURE STE4DM4NBUFF#A-51 WMLA CRESCENTABROWMN 94-25; PCCSURROUNDING PEDESTRLANRAMPSTO BE BOMANITEPAVING, GARDENSTONEPATTERN SCOFIELD COMPANY 50150 MIXTURE STEAOMAN BUFF 9451 AND LA CRESCENTA BROWN 94.25 W M MOLD RELEASE HARDENER DEEP CHARCOAL M-21 ADDITIONAL LANDSCAPE NOTES I. All EXISTING PLANTINGS ALONG SANTA FE DRIVE SHALL BE PROTECTED IN PLACEANDANYLANDSCAPING THAT IS DAMAGED OR DISPLACED DURING CONSTRUCTION SHALL BE REPLACED I TO MATCH THE EXISTING LANDSCAPE Th OFMEAREA SEESHEET 12 OFGRAOING PLAN 13866G FORADDITIONAL PLAN77NGAND IRRIGATION INFORMATION e NC -�WATERMNN TEST PLATE FOR PRESSURE 8 CHLORINATION TESTING 8"FLxFL GV� 2' MAR PER WAS WW1 VOID FILLER-}' TO a' (N0.8) AGGREGATEINVOIDS BEDDING COURSE 2' THICK OFJ" T08"(N0.8)AGGREGATE CHOKER COURSEd'THICKOF a' TO "(N0.57) CRUSHED ROCK 9" 161I11.6"THICKOF' =6" PERMEABLE CRUSHEDROCK f3'CLASS B MIN OVER NATIVE SUSGRADE COMPACTED TO 96% RELATIVE COMPACTION SOIL SUSGRAUE 6"X 16'PCC FLUSH CURB OR DEEPENED Gi CURB NOTE' -ALL AGGREGATE MUST BE CLEWWASHED AND FREE OF FINES (SAND, SILT, ETC.) -ME 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 RI TYPICAL SECTION - PERVIOUS PAVERS NOTTOSCALE LEGEND ITEM & STD. DWG. STDS SYMBOL SUBDIVISION BOUNDARY (EXISTING) SUBDIVISION BOUNDARY (PROPOSED) PROPERTY LINE / RIGHT-0E-WAY W41114:l 1114 ]y:UE101 PROPOSED SETBACKS EXISTING CONTOUR LINE PROPOSED CONTOUR LINE PROPOSEDROMINE PROPOSED SAKCUT OF EXISTING PAVEMENT PROPOSEDEMEMENT PROPOSED STEM WALL OR DEEPENED FOOTING PERARCHITECTURAL PLANS -- �7--- 47 PROPOSED PERVIOUS PAVERS PERDETAILSHEET2 3.0'MIN PROPOSED PCCPAVEMENT 20'MIN I PROPOSEDAC PAVEMENT PERDETAILSHEET2 ICOLOPLANEAND OVERLAY ALL6"PCCCB3 � F (2"MW DEPTH)TO PROVIDE PROPOSED 2"AC GRINDAND OVERLAY PERDETAILSHEET2 SMOOTHTRANSITION PER SDRSD G2 PROPOSED TRENCH RESURFACING PER ENCINITAS STD DETAIL FROPoSE08°$EWvEft MAIN $ $ - - - i0mOVER PROPOSED WHITER MAIN(SIZE PER PLAN) WAS WP-01, VIP-02 CLASS 305 W W EXISTINGAC PAVEMENT PROPOSEDSTORMORAIN STRUCTURAL SECTION; 5.5- AC PROPOSEDSTORMDR41NINLET = _ =O= 21" CLASS II AS MIN OVER NATIVE PROPOSED STORM DRAIN STRUCTURE (TYPE PER PLAN) ❑0 SUBGRADE COMPACTED TO 95% REL COMP. EXISTINGWATERMAIN(SIZEPERPLAN) W W TYPICAL SECTION- SAWCUTAC PAVEMENT EXISTING SEWER MAIN (SIZE PER PLAN) S S NOTTOSCALE EXISTING STORMDRAIN(SEEPER PLAN) PROPOSED f"DUAL DOMESTIC/FIRE WAS 118-09, WIC-17 WATERSERVICE W' W 4"PVC PROPOSED d"$EWER LATERAL S S /l �J WATER MAIN PROPOSED MASONRY RETAINING HALL d"PO (PER GRADINGPLANS SHT34) WATERMAIN 2 BO PER WAS WE-08, WC-17 PROPOSED INPLACE RETAINING WILL TINRUSTBLOCK 4DING (PER GRADING PLANS SLNf -SH2) - x� 3.5 SO FTPER KIT-01 - W W PRNATESTREETLIGHT 2'M4R PER VAS WA-07 WO PARKING FIRE LANE"SIGN 4x4x4 TEE w/THRUSTBLOCK n- CATEVALVE WN02 0 4'F POGV 2'M4RPERWASWA-07 THRUSTBLOCK wr--01 d PER WW-02 � HATER MAIN WATE BLOWOFF W48-06, WIC-f] __0 M4NUALAIRRELE4SE W1A47,W-17 -0 WA TER MA IN CONNECTION DETAIL -EAST COVE PLACE CONNECTIONS FOR PRIVATE ROAD "C" RREHYDRANT M-01 W W W W W EXISTING 12"ACP W HEREBY DOES GUARANTEEALL WORK FORA PERIOD OF ONE YEARAFTER SEDATE OFACCEPTANCE. EXISTING 12"ACP W W 1.WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES'STANDARDS COMMITTEE(IAASC). THE CONTRACTOR SHALL AND MIER MAIN WATER MAIN PER 4 PVC 2.THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING 12"x f2"x8"FL WATER MAIN WORK TO ARRANGE FOR INSPECTION OF PROJECT ME CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR HOT TAP 8"GATE VALVE PER 4"PO SITE NOTES INSPECTION PHONE: (760) 633-2709. ALL WORK PREFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT 70 W✓W WM MRUSTBLOCK NATTER MAIN2"BO PER WAS VVB-08, WC-f7 REJECTIONAND REMOVAL. 12SOFFYINPERWF--01 1. EXISTING SURVEYMONUMENTS TOBEPROTECTED INPLACE. IFMONUMENTIS DISTURBED OR THRUSTBLOUK DESTROYED, ITSHALL BEREPLACED BYA LICENSEDIANDSURVEYORANDA CORNER RECORD OF 3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE -CONSTRUCTION CONFERENCE WITH THE SAN SURVEYSHALL BE FILED WITH ME COUNTY DIEGUITO WATER DISTRICTINSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER IMPROVEMENTS. PHONE:(760) WATER MAIN CONNECTION DETAIL-SANTA FE DRIVE N _ W W 50 SO FTPER WT-Of NOT TO SCALE 633-2708. 2 NO GRADING SHALL OCCUR OUTSIDE THE LIMITS OF THEAPPROVED GRADING PLAN UNLESS PRIOR 4.0 WM2ITTENAUMORIZATION IS OBTAINED FROM ME CITYAND ME OWNERS OFAN OMERAFFECTED SUPERVISION WIN OTHERWISE NOTED, ALL CONNECTIONS 70 EXISTING MAINS WLL BE MADE BY THE CONTRACTOR, UNDER THE T PAR PER MIS W V07 PROPERTIES SUPERVISION OF SAN DIEGUITO TER DISTRICT, AFTER PAYMENTOFTHE ESTIMATED COST BY ME DEVELOPER d"90°BEND w/ MRUSTBLOCK 5.WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES 3 All EXISTINGSTRUCTURESAND WNIS WHIN THE PROPOSEDDISTURBEDAREA TOBEDEMOLISHED BELOWCEN7ERLINE FINISH GRADE OF STREET. IY�4 PVC 4"FLxPOGV UNLESS OTHERWISE NOTED 6. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWVAYS. I MIER MAIN PER WV-02 4. ALL EXISTING TREES WITHIN THE PROPOSEDDISTURSEDAREA TO SEREMOVED UNLESS OTHERWISE 4"PVC NOTED 7. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICEAND ML R BOX FOR EACH RESIDENTIAL LOT. WYATERMAIN B.CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH 5 ALL UTILITIES SHOWNHEREONPER SESTAVAILABLE RECORDS, CONTRACTORSHALL VERIFYEXACT WORK. MRUSTBLOCK WATER MAIN CONNECTION DETAIL - EASTCOVE PLACE HORIZONTALAND VERTICAL LOCATIONPRIOR TO CONSTRUCTION CONTRACTOR SHALL NOTIFY -W W 3.5SQ PIPER WFOI CONNECTIONS FOR PRIVATE ROAD"0" ENGINEEROFRECORD OFOISCREPANCIES UPONDISCOVERY. 9.IN ME FIRE HYDRANTSTS FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB NOTTOSCALE WHERE SIDEVJALKEXISTS ORWILL BE CONSTRUCTED. 6. SEWERW IMPROVEMENTS PUBLIC ROG MEWPY 136ASEMENCONSMUCUON( 2"MAR PER WAS WAD] FOR ftEFERENCEONLY. REFERTO SEPARATEIMPRDVEMENTPIAN f38714 FOR CONSTRUCTION (iYR) 10. PROVIDE AIR RELEASEASSEMBLIESAiALL HIGH POINTS IN WATER MAIN. � 4x4x4 TEE w/THRUST BLOCK 11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN pROFE$S/ONq EXISTING CITY RIGHTS -OF -WAY d"FLxPo GV PERVOUS PAVERS, LANDSCAPING AND �eAaCHAEL ,l PER VVV02 d"PVC ABBREVIATION LEGEND IRRIGATION TO BE MAINTAINED BY WATER MAIN BW= BOTTOM OF WALL ELEVATION GF=GARAGE F�ACEELEVATION HOA IN PERPETUITY PER ENCROACHMENT w m No. 71651 o m FS= FINISHED SURFACE HP=HIGH POINT MAINTENANCE AND REMOVAL AGREEMENT p Exp. 12/31/21 a PASCO LARET SUITER WATER MAIN CONNECTION DETAIL -EASTCOVE PLACE FG=FINISHED GRADE IE=INVERT ELEVATION DOC * T'T ASSC,'OQu Es CONNECTIONS FOR PRIVATE ROAD "B" FL=FLOWINE TV= TOP OF GRATE ELEVATION DATED----_---------------- NOT�P FF=FINISHED FLOOR ELEVATION TF= TOP OF FOOTING ELEVATIONh, CIVIC '- San Diego I Solaria Beach I Orange County TO SCALE RN= TOP OF WALL ELEVATION OF CAI\F Phone r8..25 .82121 www.pimengJneedrig.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNEDBY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: STATION "134WCCS1" INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC APPROVED:- LEGEND AND DETAILS FOR: LOCATION: 2.5" BRASS DISC IN THE SOUTHEAST gRIAN ARDOLINO DATE PUBLIC WORKS DATE: 02/04/21 LDEV-014333.2020 QUADRANT OF LEUCADIA BLVD. AND ORPHEUS w 735 SANTA FE DRIVE PLANNING A\ / TL. S IO AK J T BA CITY ENGTONINEER APN: 260-131-02-00 AVE R.C.E. N0.: 71851 ACTING CITY ENGINEER RECORD FROM: ROS 18416 CITY ENGINEER DATE REVIEWER 8-31-21 9/9/21 ELEVATION: 178.543' DATUM: NAVD88 INSPECTOR BRIANARDOLINO EXP.:12/31/21 DATE DATF PLANNING CASE NO 18-001TNMD8/CDP/DR SHEET2 OF 5 n w (aJ x aUa Qmm pZ° ao w 0 ,yQm ww w DWNNNN w," g�N - z o I< 208 204 ']ClMM_iTil_1 '�� I �' I ' I •'� SCALE: HORIZ. i" = 10' VERT. 1"=4' ------------------ PROFILE VIEW - EAST TOP OF CURB - SANTA FE SCALE'HORIZ 1"=10' VERT. 1"=4' -SEE STRIPING PLAN, SHEET 5 EXIST.30"STORM DRAIN Z -AC GRIND AND OVERLAY TO STREET CENTERLINE PERDWG 766LDIa21 � -ANY PORTION OF EXISTING STRIPING DAMAGED SANTA FE STA. 45+75.92 L8.00 S LCCOUWECTTOTRACER EXISTI2" RECLAIM CONNECT TO EXIST. 12" RECLAIM WM DURING CONSTRUCTION SHALL BE REPLACED TO SANTA FE STA. 45+51.27 R7.70 PER WAS WS-0I, WC-17 WTERU5WGBGAUGEVMRE PER DWG B]SB, SHT1 CONN TO EXISTI "ACP THE SATISFACTION OF THE CITY ENGINEER. THE \ N CITY SHALL INSPECT & APPROVE ALL STRIPING RW RVI RW RW RW RW SEED ILON SH. RW RW RW R RW RN�RAW RW RW R MARKOUTS PRIOR TO FINAL STRIPING. I INSTALL MAR BEHIND CURB 1-RECLAIMED WATER IFRWLA L LED OVER f2"WATER LATERAL WIN, SLEEVE E '10'EACH 45±90 - -222- EXISTITACPWM RESURFACETRE T - - � \ - _ OF ENCINITAS STO DETAIL 10' NE E%WTR SERVICE TOW D6WEDA`MAIN \ W W W W W TR HRESURFACE EXIST2" GA 48.2' VVTERONET 1 LINEfSMINF OM IXIST.4"GAS PER SURSDG-14A \ G G G G G G G - G G G G G G G G G GG MATCH EXIST 10 i`GRMOAN�VLRtTF EX. EDGEASPH Li TRI HRESURFACE s EDGEAS°HALT EX EDGEASPHALT NEWASPHALTSECTION, gCGRINDANDOVERMY TO EXISRNGAC PAVEMENT EK EDGEASPHALT SEEDETAILON SHEET2 E{EDGEASPHALT 15'FROMSIMUT (FST2149) PERSDRSDG-XA STREETCENTEftUNE (FS2zf.2p \ F5220 LFS220 G G G G G G G IFSUG� GMEOETaL SgEET2 IS 40 .......................................„G,,........ ............5=........................................ .. G G G GG G CHANGE IYV 1S SHEET x FS 8 FL Z205 q 0`7% \\l c' a "81y •rF", i f l 'VIBE r - � / _ Q L22095 ACCESS DR / F T20 2 F 1.3^ F 221 ^�` I `e ?21. FOGS K TCT2f.8 TC 221T L 3311 HIE 157 FL221.4C H 7- - _ - NSTALLLL FA�RE HYDRry NT e d MDs6L4srIPADv PRIVATEd PLAN VIEW - R.O.W. SANTA FE SCALE. f"=f0' DESCRIPTION APPROVED DATE BENCHMARK AS-BUILTAPPROVALS DESCRIPTION: STATION "134WCCS1" LOCATION: 25' BRASS DISC IN THE SOUTHEAST gRIAN ARDOLINO DATE PUBLIC WORK QUADRANT OF LEUCADIA BLVD. AND ORPHEUS AVE. PLANNING RECORD FROM: ROS 18416 CITY ENGINEER DATE REVIEWER ELEVATION: 178.543' DATUM: NAVD88 INSPECTOR N. r � TO \ ' ADDIRONa OFFSITE \ DT A-JL NSI TRATOINM4YSEREOUIREO 5221.] .... OFFSRETOENSUREALLNEW _ 7 19 SIDEWALKISPDACOMMIANT $ i a2Zf 6 10 y MODIF1'EX CURBINLEi FOR - - rczzv FS iiLI 3 'I (FL 331. f %3 p g ,'/ x 14 ^ SYOEWALK FG22fa � /' � .N' S ma w ! S 2 �� 39fE6Y9kBASIN"' PER GRADING PLAN SET 14776-G I GRAPHIC SCALE 10 0 10 20 DESIGNEDBY: 1 DRAWN BY: CHECKED BY: INEE E PLANS PREPARED UNDER SUPERVISION DATE: OF 02/04/21 RE -/i • R.C.E. NO.: 71851 21 8 31 21 BRIAN ARDOLINO EXP.: 12/31/21 DATE CONSTRUCTION NOTES Q EXIS71NG SURVEY MONUMENT TO BE PROTECTED IN PLACE. IF MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A CORNER RECORD OF SURVEY SHALL BE FILED IWTH THE COUNTY. Q INSTALL 4" AREA DRAIN BY ADS OR APPROVED EQUAL Q INSTALL 18- RCP PUBLIC STORM DRAIN, SEE SHEET 4 Q INSTALL SDRSD D-9 A-4 STORM DRAIN CLEANOUT QQ INSTALL 6" X 16' PCC FLUSH CURB © INSTALL 6" PCC CURB PER SDRSO G-1 Oj INSTALL 6" PCC CURB AND GUTTER PER SDRSD G-2, DEEPEN CURB AS NECESSARY TO EXTEND BENEATH PAVER SEC71ON Q INSTALL DECORATIVE PAVERS PER DETAIL SHEET 2 Q SIDEWALK CURB RAMP, TYPE D, W/ YELLOW TRUNCATED DOMES PER SDRSD G-30, G-31 10 DECORATIVE STREET LAMP TO MATCH EXISTING EXISTING EASEMENT NOTES OCOUNTY OF SAN DIEGO HOLDER OFAN EASEMENT FOR COUNTY HIGHMWYPURPOSES RECORDED JANUARY29, 1948WBOOK2659, PAGE 329OFOFFICIAL RECORDS PACIFIC BELL TELEPHGNE COMPANY A CALIFORNIA CORPORATION DBAATBT CALIFORNIA HOLDER OFAN Oz EASEMENTFORURLITIESMTH THERIGHTS OFINGRESSANDEGRESS RECORDED SEPTEMBER27,1013A5 DOCUMENTNO 2013-0591082 OF OFFICIAL RECORDS. CROSSWALK DETAIL SCALE HGRIZ 1"=10' VERT 1"=4' I�14 50 Him 3.0'BUFFER l 50' S5 PARKING LANE BIKE 30' PEkUE48LE 50' .c� SAWCU7 7.5I MIN. ULS� I FROM EDGE r�RB P 40% GRIND AND I OVERLAY 1.5' MIN. 1.5% PERVOLIS PAVERS PER Q � TP,!L THIS .,HEFT 3' I CUTTER L V RW J "NP NEWABPNALi OVER CL 11 BASE 18"RCP �/ PIP4 SECTION ` /L- " 2.Hp GAS SEE DETAIL ON GRADING STORMDRAIN 120ACP GAS MAIN PLANS, 14776-C SHEET 2 KATERM41N MAIN TYPICAL SECTION - SANTA FE SCALE 1^=10' PRIVATE STREET TREES NO STATION SIZE SPECIES 1 44+32B9 24"BOX PALO VERDE HYBRID 2 44+41.39 24"BOX PALO VERDE HYBRID 3 44+59.08 24"BOX PALO VERDE HYBRID 4 44+67.27 24"BOX PALO VERDE HYBRID 5 44+96.95 N" BOX PALO VERDE HYBRID 6 45+05.39 24"BOX PALO VERDE HYBRID 7 45+17.72 15' BTH KING PALM 8 45+21.53 24"BOX PALO VERDE HYBRID 9 45+27.42 24"BOX PALO VERDE HYBRID 10 45+65.31 24"BOX PALO VERDE HYBRID 11 45+69.82 24"BOX PALO VERDE HYBRID 12 45+70.81 15' BTH KING PALM 13 45+78.31 24"BOX PALO VERDE HYBRID m EXP�1271 6/31/21) a PASCO LARET SUITER * tr � & ASSOOVATES ' .s>f. VCIA`\F�x San Diego I Solana Beach I Oral County 30 Phone 858.259.82121 www.pimengJneedrlg.com ING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. APPROVED: PUBLIC IMPROVEMENT PLANS FOR: -LSTO 735 SANTA FE DRIVE LDEVA14333.2020 LI BAITY ENGINEER qpN: 260-131-02-00 9 TING CITY ENGINEER 9/9/21 DATE PLANNING CASE NO18-001TNUDB/CDP/DR SHEET 3OF5 CURB DATA NO BEARING DISTANCE DELTA RADIUS ARC LENGTH COMMENTS 1 N 8901 E 4.37' 2 N60°04'13"W 7.50' 60*00100" 7.50' 7.86 4.33' 3 S 3090413' E SAT 4 N 6060350 W 6.50' 5905914' 6.50' 6.81, 3.75' 5 N89°5632 E 4992' 6 N 5905810 E 6.50' 60001 6.50' 6.81, 3.75' 7 N29°5547 E 348' 8 S5905647W 750' 6000000' 7,50' 7,85' 4.33' 9 IN 8901 E 100, 10 IN 14°41'39N W 284T 90°4508" 20.00' 31S8' 20.28' 11 S 00°40'S5' W 3 51' 12 N I E 5 39' 13 S45°18'21'W 286 89°14'35" 20.00' SIAS' 19.74' 14 N89°5812 E 268' 15 I S60°02'39"E I 5.00' 600021T 5.00' 16 1 S 30001'05" E 1 11.36' 17 1 N 50°01'05" W I 5.00' IWl00'00" 18 1 N 89°58'S5" E 1 4.06' ■■■■Ei■■■■■■■■■■■F. :■■■■■■■■ilk■®■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1 ■■■■■■■■■■■■■mom ■■■■■■■■■!■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1 _ ■I■��iF1■■■■■■E■i■ 11, ■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■1 �■■�11■!i■_■■■■■llk�'-��III ■■!A■■■■■■■■■■■■■1 ' ■■■■■■■11■■II■I■■■A■■■■' �i11■II■■i.�"'�■■lG�■f■I■■I■■■■■■!F■■■II;�Ii■■F�■�■Il■■■■■ 11„ ■■�I�■■■■■■■■■�.!!■■■1 ■■ill■■■■■■■■■■■■■1 111■■i■■■■■■■.C■:IC_I■■!J■! !■■II■!I■■€ ■�■■C■■■■■ 1■■■IIIIi�➢1■II'f�1711■■iIII■■■■ii■■■►■i'iL'i�JL■■■■■■Iliil■■tl€�J■l�■■■■■■■■■®11`�III■■■■�I■■■■■■ii■■■■■■1 1■■■1.!�_f■■■■11!■11!■■il'►.�'IY�t���■1■�1■■■■■■■■i■i■!���1 ii■■■■■■■■11�711�11■■■■���■■■■E■■■■■■■■1 1■■■�'i=!■�1■II®1■!7■11■i■!■■■■III�1■■■®i■IJ��JIi■!I■I.■i1.1L�+' S1■Ji■■■■!!!il�i■Il�il■■■■�Ip■■■■■111i■■■■■■1 Ie�e■■�ee•_a■�';_ :=-gee■■■■11��.=■e■I■■■■■■■■■m■�■■■■■■I::reel!:�::e�ee�5�1■_e■eels�■■��■■1 1■■■G■E!7■■i�izil' - -iai_:=!■■■■■■■■■i=J!■■111■FI■■■■■ZR®■7:�Its�■AY■■■ila9■■■fliGi'i■■■■■■1 1■■■1S■11■%III■ = ■■■�■■:■ iQ !!�■■■■■■I■■� ii=='i� 1±�f�31�1i■■ !■■■■■■■■■i::7■■■■■■■1 1■■■1E■Ilfl■ICI i■■1! ■■!■■■■■■■11■■■■■■■1 ; .. ' : �111■■■■■■■lrPilii=■�!!riri�■■■■■■ 1■■■10111911■■I_- = FAIR■i■■■■■■■■■■■1■■I�i•■i=■i_=l i����t■■I IE i1i■-1■■■!!■111■■■■■■■1 Iei■1 1701■e 1■■■■I<1==...iiii::■:_!■■■■■■■■■■.-���■■�11°I■■■■■■■111■■■�!�■■1 - 1■■■1 ■■L - . • F ■Illi■E■■■■■I!!■■■■■■Yi■ii ■n■■: !!■ ■■ii:■_:_■_!_!!_ hi■i■■_■I■1!!lIIIIIli�11!IlIIII�1 _ i■ii I■■■ I... ■■■■■■EIfI■■■■■■■■■■■■■t17■11■■■■!1!lRl�.}iiiii��■���.i...� �_! Ir��lS113�i�L*EC■■1 I■■!�1• ■■■I ■■■■■■ilk■■■■■■■■■■■■■!IJ!■��■■■ti2®'�7■■■■■■■■■■■■■■■■■■I©liili'iililWlil�Yl■1 ' ieN�i iiiii■■■■■■■■■■■iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii Q PUBLIC STORM DRAIN DATA TABLE NO DELTA/BEARING DISTANCE REMARKS 1 N00'OC13-W 16.3Y 18"RCP 2 S89°5SIrW 67.41' 18"RCP 3 S00.40'30'W 2VAP 18"RCP 4 S25-0214-W 24.49' 18"RCP 5 500°4/53"W 1 25.22' 18"RCP 6 SW-1857"W 1 28.99' 18°RCP 7 A18°5098' 1 65.7T T00'R4DIUS PROFILE VIEW - PRIVATE DRIVE A' SCALE: HORIZONTAL 1'=20', VERTICAL I"=4' O PUBLIC SAN ITARYSEWER DATA TABLE NO DELTA/BEARING DISTANCE REMARKS 10 SOB 40'S5' W B2.20 6"PVC 21 S004055'W I ?WW 8"PVC STA=5+3921 70+00 STA=5ATOI+55531NSTALL SORSDTYPEF EX CURB INLET_ 1 TG-221.3M, E 31J6 ' IN SEE SHEETS SEE STORM DRAIN PROFILE SHEET2 L�--- ------------- LOT 13 I I 2 5 s torts r s rc ez II /ISTA=AI9.1f g STA LOT f3 �290 STAWATER S+OU �VJ LOT 14 2.5'❑3 2.5 3 WATER LCONNECTION JW� _ EE TAAIL SHT © STA-5aM. 5 5 STA=6+7 - �/.X'1 L I M 1-M I M M M M M+: M A1W 100 2 929�00' - *40Io _ ` siA 5a511 4--, 3 111LLM�� u OSTA=10+5327 LOT2LOT2 �n u 614, GRAPHIC SCALE 1"20' 20 0 20 40 LOT3 6 STA=IM1677 STA : V+1477 3 LOTS =11 a" LOT4 JUI M Q WATERLINE DATA TABLE NO DELTA/BEARING DISTANCE REMARKS 10 S00°40'55°W 45.84' IEPPVCDRCLASS305 11 SOO°4055-W 41.22' d' PVC OR CLASS 305 12 S00°40'S5"W 83.20' 4-PVC DR CLA55305 13 500°405TW f03.59 4-PVCORCLASS305 15 N89°19'05"W 8606' 4'PVCDRCL1SS3O5 16 N89°19W'W 111 4-PVGDRCLASS305 17 N89-IOW-W 77.27 4-PVGDRCLA5S3V5 LOT12 LOTT I I. 7/IIIMI IC. IO a LOTS IW L016 PLAN VIEW - PRIVATE DRIVE A; F 'C; AND 'D' SCALE: P'=20' MANHOLE DATA TABLE MANHOLEID NUMBER PIPE LENGTH (FEET) PIPE DW. (INCHES) PIPE MATERIAL SLOPE (%) MH RIMEL. (FEET) UPSMHINVERTEL (FE�OUT DOWNMHINVERT L EOUT MN DEPTH ET) NO.OFLINES ROUGN�MH UPS DOWN UPS DOWN IN INL UPS Do UP3 PROPkf TO PROP #2 8220' 8 PVC SDR-3.1 1.0% 218.10 216.00 1 210.40 210.40 1 209.60 ZINK 7.7 6.4 1 3 PROPd2 TO PRORd3 1 138.04' 1 8 1 PVCSDR-35 1 1.0% 1 216.00 1 212.50 1 209.60 1 209,60 1 208.20 1 208.15 1 6.4 1 4.3 3 3 DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: STATION"134WCCS1" LOCATION: 2.5" BRASS DISC IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD. AND ORPHEUS AVE. RECORD FROM: 118416 ELEVATION: 178.543' DATUM: NAVD88 P 91 SCALE: HORIZONTAL 1"=2P, VERTICAL 1'=4' l�k7lfi�lYll�YlYl1�11711�� � ��f�f���l��l!I�I�■� 11111111�� * ��_■©�1111111■ �I3.Ti'1L71�I��Y�ili�■II�,�'� ��1al���l■�II� ■IIIIIJII■/ 11111111■ 111 :' 1111■I♦!'IRP� NONE �- 111 11 �:1 1.I 1.I 1� LOTif LI ill PVC PRIVATE STORMDRAIN ENCROACHMENTWINTENANCE I AGREEMENT ANDSTA=N8373Oj - RECORDEDVA LOT 11 - 2027,ASD000MENTNO.: 6 SEWERIE=20683 - 2021- OFO.R. STA=7+8783 2 I �-+ 3TORMIE=20982 STA 7+954 7 n VENICLRAVEL AVE20ACCESS iO BE GRAVELPAVET OREWN. XIAIV-s INSTALL III ".. TORSTA=S+T5.W PCCC&G PER SDRSD G2 E TAN STA=20+fi5Oi 15'4 6 6 LMHX3 SDRSD I I LICpNNJNNELi iO E%SEWER MAIN RETAINING WALL 1 TA=8H9.81, I J-� IIII 1 C '-/i1 I IM1e-'1 FOUNDATION - S'LOT10 I III I I 2ENCASEME UTILITY CONSTRUCTION NOTES O INSTALL i"DUAL DOMESTIC/ FIRE WA TER SERVICE AND METER PER WAS WS-09, WC-17 Q INSTALL 4" PVC PRIVATE SEWER LATERAL PER SDRSD SSO/ Q3 INSTALL 60"SEWER MANHOLE PER SDRSD SM-02 WITH CITYAPPROVED EPDXY LINER 4O INSTALL RESIDENTIAL FIRE HYDRANTAND AND SPLASH PAD PER WAS WF-0f, FL ELEV 222.0. O5 INSTALL 4"x4-x4"R TEE WITH 4"GVs, 3.5 SF THRUST BLOCK AND MAI SEE DETAIL SHEET2. © INSTALL SANITARY SEWER CLEANOUT PER SDRSD SC01 O INSTALL SDRSD D-9 A-4 CLEANOUT, SEE PROFILE SHT2 ® INSTALL B"x4°REDUCER 0 INSTALL W' BEND WITH 4°GVs, 5.0 SF THRUSTBLOCK AND MAI SEE DETAIL SHEET2. 10 RELOCATED SEWER LATERAL FROM 711 SANTA FE OR., PER SEPERATE BUILDING PERMIT ems■ ■INIiII��� r C■1M �PNNN! e��E�i�■t'��i'til■�i>•� �11���7IJIR>I�� ININNIMMINNIM 1l; EII- MEN! e��I��iI�I�l1e•�i� W//I■INEENER. ■■PININ �s?�iI■��■l;lr.�� 1'I��11111111■11111111■ I'll®' -IIIIII��-11-- PROFILE VIEW - PRIVATE DRIVE 'B' - PER. SCALE: HORIZONTAL P=20{ VERTICAL i'=4' 218 1 DAD CF _ n _ ESMT 290, DEDICATION¢ R ESMT Y mail N N - II 212 m SCALE: HORIZONTAL f"=201 VERTICAL 1"=4' \D 4E I - 216 STA. 12+68.83 LOT 11 SERVIC r CONNECTION / TPp209.3 212 I�KNIfz I STA. 12+08.13 } STA 07.8 96 LOT SERVICE LOT SERVICE CONNECTION CO NECTION 21 MAK TO PAD TP=206.8 � $ TP= 07.8 208 STA. 12 13 111 wUylpiE0. IPE 208 VARIES VARIES WATERMETERPERWS-03 END CAP W/ HRUST BLOCK v NNECTION _ INSTALL 6"PCC CURB STA. 2+24.27 S EPROFILE = PERSDRSDG-EEXTEND S A.12+06.13 STA. 12+22.6 LOT 13 SERVICE H OF IVE"A" _ CLASS II BASE BENEATHCURB BLOW OFF LOTS SERVICE CON EEieN _ INSTALL 4"AC OVER if" 204 204 ON TP==2070.4 TP=2 7.5 N 4'ENT CLASSIIAB PER 1X42'JO 37A=12+241 i PC 13,90.03 CIS RAOIUSFOR TOPOFPIPE - UTLI7YTRENCH GEOTECH RECOMMENDATION 11 80 1 12+20 12 40 12 60 12 80 LOT 10 I 14+p STORM DRAIN INSTALL 80SDR45 PER BDRSD M.15 INSTALL 4' CL 305 RICWATER MAIN PROFILE VIEW - PRIVATE DRIVE D' PVCSEWERMAIN(PVT) INSTALL78"RCP n PUBLIC STORM DRAIN V SCALE: HORIZONTAL 7"=20{VERTICAL I'=4' A = 12+ 990 II I> TYPICAL SECTION -PRIVATE ROAD' ;45- PROPOSED EASEMENT NOTES ^ SCALBNORIZOMAL 1"= 10' - - _ UTILITIES ARE KNOWN TO EXIST IN THE AREA 6 LOT9 111\ I 6 SHARED 6" 1i WALL SPANS STA =if*990(O2 LATERAL TO I �1 ACROSSSTORM 6 WIN r �\ DRAIN TEES"PRWATE TO is' PUBLIC STORMORNN PT 14+55.83 I CONNECTTO EXISTINGSD Q CENTERLINE DATA TABLE (PRIVATE ROADS) LINE DELTA/BEARING LENGTH RADIUS COMMENTS 1 N00°40'56"E 252.71' - ¢PRIVATEROAD 2 N89°/9'05W 63,50' - ¢PRIVATEROAD 3 N690/7'33W 54.86' ¢PRIVATEROAD 4 N8901705W 60.46' ¢PRIVATEROAD AS -BUILT APPROVALS BRIAN ARDOUNO DATE PUBLIC WORN PLANNING CITY ENGINEER DATE REVIEWER INSPECTOR SEWER LATERAL TABLE LOT N0. STREETSTA770M OFL AT MAIN MAIN IE� MAIN LENGTH LATERAL ELEV@ PL IE LATERAL SLOPE %ELEV@ GROUND DEPTH BELOWT( TOTE FF ELEV FT UPSTREAM MHRIM ELEV. BACKWATE VALVE REO'D i DRNE'B'f0+f077 210.88 16.3' 211.21' 20% 217.7' 5.9' 219.2 117.00 NO 1 DRNE'B'f0+1882 210.84 16.2' 211.16' 20% 217.9' 6.7 219.7 117.00 NO 3 DRNE'B'f0+i677 210.86 5.5' 210.97' 20% 2168' 5.8' 217.5' 117.00 NO 4 ORIVE'C'7H4444 209.67 /0.6' 209.88' 20% 2153' 5.4' 217.6' 113.00 NO 5 DRIVEC'11+14.25 209.97 ITS' 210.21' 20% 2130' 2.8' 214.2 113.00 NO 6 I DRIVE C'11+13.05 209.98 5.8' 210.09' 20% 212.5' 2.4' 213.2 113.00 NO 7 DRIVE A'7+63.31 208.83 320' 2119.47' 20% 212.5' 3.03' 213.2 116.00 YES 8 DRIVE'D'12+04.91 206.50 57.V 209.5' 20% 211.4' 1.89' 212.2 112.50 YES 9 DRIVE'O'f2+00.00 206.50 477 207.45' 20% 211.6 4.2' 212.2 112.50 YES 10 DRIVE'O'f2+05.99 206.50 47.2' 207.44' 20% 211.6 4.2' 213.2 112.50 NO if PVT RD 71 208.58 8.1' 208.74' 2.0% 215.7 6.9' 216.4' 116.00 NO 12 PVT RD 7+15.36 209.21 41.5' 210.04' 2.0% 217.3' 7.3' 2179' 116.00 NO 13 PVTRD6+78.00 209.68 41.3' 210.51' 2.0% 218.3' 7.8' 219.7' 116.00 NO 14 PVTRD6a29.88 210.16 27.6' 210.71' 20% 219.0' 8.3' 121.7 118. f0 NO PLANS PREPARED UNDER SUPERVISION OF RE )6� L�� DATE: QVN121 R.C.E. E NO.: 71651 B 31 21 21 BRIAN ARDOLINO EXP.: 12/31/21 DATE INFORMATIONSHOWNHEREONISPER BEST El INDICATES PUBLIC EASEMENT FOR PRIVATE STREETS TO THE AVAILABLERECORDINFORMATION. EXACT CITY OFENCINITAS DEDICATEDANDACCEPTED HEREON. HORIZONTAL AND VERTICAL LOCATONOF EXISTING UTILITIES UNKNOWN, CONTRACTOR TO El INDICATES PUBLIC GENERAL UTILITY EASEMENT TO THE CITY FIELD VERIFY LOCA TION OF EXISTING UTILITIES OF ENCINITAS DEDICATED AND ACCEPTED HEREON, PRIOR TO ORDERING MATERIALS AND CONSTRUCTION. CONTRACTORSHALLNOTIFY El INDICATES PUBLIC SEWER EASEMENT TO THE CITY OF ENGINEER OF WORK OF ANYDISCREPANCIES ENCINITAS DEDICATEDANDACCEPTED HEREON. BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF UTILITIES UPON DISCOVERYOFDISCREPANCY El INDICATES PUBLIC DRAINAGE EASEMENT TO THE CITY OF ENCINITAS DEDICA TED AND ACCEPTED HEREON Q(iOFESS/p O OHAEL !El '£p INDICATES PUBLICSSAND MAINTENANCEEASEME NT TO ?R' l� F• THE CITYOF ENCINITASOEDICATEDANDACCEPTEO HEREON. m N0.7161 om PASCO LARET SUITER ExN. 12161 a A ASSIDUATES •�If C San Diego I Solana Beach Orange County VOl\F��`p O�fPhow 858.259.82121 www.plseengjneering.oDm DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. APPROVED: PUBLIC IMPROVEMENT PLANS FOR: 735 SANTA FE DRIVE LDEV-014333-2020 4jfLL T. BANKSTON APN: 260-131.02.00 ACTING CITY ENGINEER _ 9/9/21 DATE PLANNING CASE NO: 181001 TM/DBICDPIDR SHEET 4 OF 5 THERMOPLASTIC TRAFFIC STRIPES, THERMOPLASTIC PAVEMENT MARKINGS, AND PAVEMENT MARKERS (THIS SHEET ONLY) CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND PAVEMENT MARKERS OBLITERATED BY THE CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING AND REDUNDANT TRAFFIC STRIPES, PAVEMENT MARKINGS, AND PAVEMENT MARKERS IN THIS PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL NEW TRAFFIC STRIPES, PAVEMENT MARKINGS, AND PAVEMENT MARKERS FOR THIS PROJECT. INSTALLATION OF THERMOPLASTIC TRAFFIC STRIPES AND THERMOPLASTIC PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84-1. "GENERAL" AND 84-2. iRAFFIC STRIPES AND PAVEMENT MARKINGS", OF THE MOST CURRENT CALTRANS STANDARD SPECIFICATIONS AND THE FOLLOWING: CONTROL OF THE ALIGNMENT AND LAYOUT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SUBJECT TO APPROVAL BY THE ENGINEER. TRAFFIC STRIPES SHALL BE REMOVED BY SANDBLASTING/GRINDING AND THEN SAND SEALED. CONTRACTOR TO PROVIDE AND INSTALL PAVEMENT MARKERS. SECTION 84-2.02, "MATERIALS", OF THE STANDARD SPECIFICATIONS IS AMENDED TO READ: THERMOPLASTIC MATERIAL SHALL BE FREE OF LEAD AND CHROMIUM, AND SHALL CONFIRM TO THE REQUIREMENTS IN STATE SPECIFICATIONS PTH-02SPRAY, PTH-02HYDRO, OR PTH-02ALKYD. FOR EACH BATCH OF THERMOPLASTIC MATERIAL FOR TRAFFIC STRIPES AND PAVEMENT MARKINGS, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER: 1. CERTIFICATE OF COMPLIANCE UNDER SECTION6-2.03C, "CERTIFICATES OF COMPLIANCE; OF THE STANDARD SPECIFICATIONS 2. DEPARTMENT'S MATERIALS ENGINEERING AND TESTING SERVICES NOTIFICATION LETTER STATING THAT THE MATERIAL IS APPROVED FOR USE 3. MATERIAL SAFETY DATA SHEET GLASS BEADS MAY BE APPUED BY HAND ON THERMOPLASTIC PAVEMENT MARKINGS. THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE FREE OF RUNS, BUBBLES, CRATERS, DRAG MARKS, STRETCH MARKS, AND DEBRIS THE SURFACE OF THE THERMOPLASTIC MATERIAL UP APPLICATION SHALL PROVIDE A MINIMUM SKID RESISTANCE VALUE OF 60BPN WHEN TESTED ACCORDING TO ASTM E 303. DOCUMENTATION DETAILING MANUFACTURER'S MINIMUM SKID RESISTANCE FOR PERFORMED THERMOPLASTIC MATERIAL SHALL BE PROVIDED TO THE ENGINEER PRIOR TO COMMENCEMENT OF TRAFFIC STRIPES AND PAVEMENT MARKING OPERATIONS. PAVEMENT MARKER SHALL CONFORM TO SECTION 81-31 "PAVEMENT MARKERS; OF THE MOST CURRENT CALTRANS STANDARD SPECIFICATIONS, AND THE FOLLOWING PROVISIONS: PAVEMENT MARKER HEIGHT SHALL BE 0.70—INCH MINIMUM. "LOW PROFILE" TYPE MARKERS WILL NOT BE ACCEPTABLE. SIGN NOTES(THIs SHEET ONLY) ALL SIGNS SHALL BE MADE WITH ALUMINUM SIGN PANELS WITH TYPE N OR BETTER (AT LEAST HIGH INTENSITY PRISMATIC) RETROREFLECTNE SHEETING IN CONFORMANCE WITH SECTION 82, "SIGNS AND MARKINGS" OF THE MOST CURRENT CALTRANS STANDARD SPECIFICATIONS WITH THE EXCEPTION OF SECTION 82-2.02A, PART1. UNLESS SPECIFICALLY NOTED ON THE PLAN, ALL SIGNS SHALL BE MOUNTED SO THAT THE BOTTOM OF THE SIGN IS 7' ABOVE THE SURROUNDING GROUND SURFACE. ROADSIDE SIGNS SHALL NOT HANG OVER THE ROADWAY SIGN PLACEMENT SHALL COMPLY WITH RS1 OF THE MOST CURRENT CALTRANS STANDARD PLANS. SIGN POSTS SHALL BE 4"K4" TREATED WOOD PER SECTION 82-3, "RQADSIDE SIGNS OF THE MOST CURRENT CALTRANS STANDARD SPECIFICATIONS. SIGN POSTS SHALL BE PLACED SO THAT THEY COMPLY WITH ADA (FACILITY ACCESSIBILITY) REQUIREMENTS. SIGN POSTS SHALL BE PLACED IN COMPACTED NATIVE SOIL PER RS2 OF THE MOST CURRENT CALTRANS STANDARD PLANS. IT IS PREFERRED THAT SIGNS BE INSTALLED BEHIND SIDEWALKS, BUT IF SIGN POSTS ARE TO BE INSTALLED IN CONCRETE SIDEWALKS, THEN A 1' x 1' SQUARE, 1/2-INCH DEEP JOINT OR SAWCUT SHALL BE PLACED AROUND THE SIGN POST IN THE SIDEWALK. SIGNS SHALL BE MOUNTED ON SIGN POSTS USING SIGN PANEL FASTENING HARDWARE PER RS2 OF THE MOST CURRENT CALTRANS STANDARD PLANS, SECTION 82-3, "RQADSIDE SIGNS OF THE MOST CURRENT CALTRANS STANDARD SPECIFICATIONS, AND AS SPECIFIED BY THE SIGN FILM MANUFACTURER. SIGNS TO BE INSTALLED ON COUNTY OF SAN DIEGO - MAINTAINED STREET LIGHT POLES, TRAFFIC SIGNAL POLES, AND FLASHERS SHALL BE INSTALLED AS APPROVED BY THE RESIDENT ENGINEER PER THE PLAN OR WITH APPROVED STAINLESS STEEL BAND CLAMPS OR OTHER APPROVED HARDWARE THAT IS APPROPRIATE FOR THE WIND LOADING. STREET NAME SIGNS SHALL BE INTERNALLY ILLUMINATED PER CALTRANS STANDARD PLAN ES-7P WITH LED. THE RESIDENT ENGINEER SHALL APPROVE ALL SIGN INSTALLATION LOCATIONS PRIOR TO THE CONTRACTOR INSTALLING THE SIGNS. ALL TRAFFIC SIGNS SHALL BE READILY VISIBLE TO ALL MOTORISTS DRIVING AT THE PREVAUNG SPEED AS WELL AS ALL OTHER ROADWAY USERS (BICYCUSTS, EQUESTRIANS, AND PEDESTRIANS). IF THE VISIBILITY OF THE TRAFFIC SIGN IS BLOCKED, THEN THE CONTRACTOR WITH THE RESIDENT ENGINEER'S APPROVAL SHALL EITHER RELOCATE THE SIGN OR REMOVE THE OBSTRUCTIONS (SUCH AS VEGETATION, ROCKS, PRIVATE SIGNS, AND MINOR EMBANKMENTS THROUGH MINOR GRADING) THAT BLOCK THE VISIBILITY OF THE SIGN. LEGEND (THIS SHEET ONLY) ____ ____TISTING STRIPING TO BE REMOVED STRIPING _{EXISTING fPROPOSED STRIPING `EXISTING r ROADSIDE SIGN PROPOSED ROADSIDE SIGN 1IrT MJy EXISTING AHEAD PAVEMENT LEGEND EXISTING SIGNAL PAVEMENT LEGEND EXISTING CLEAR PAVEMENT LEGEND EXISTING KEEP PAVEMENT LEGEND s w INSTALL BIKE LANE PAVEMENT ARROW AS INDICATED RS REMOVE AND SALVAGE SB REMOVE CONFUCTING EXISTING STRIPING BY SANDBLASTING ALL DEBRIS SHALL BE REMOVED BY THE END OF EACH WORK DAY XX PROPOSED PAVEMENT STRIPING PER CALTRANS STRIPING DETAILS. SEE STANDARD PLAN A20A THRU A20D DIRECTION OF TRAVEL 39 TRAVEL LANE 545 ~ 4 INCH WHITE PAINT 45' BYCYCLE LANE Z 0 0 Z LLI UW Q 20 0 20 30 40 50 EDGE OF PAVEMENT DETAIL "A" — BICYCLE LANE BUFFER NOT TO SCALE DIRECTION OF TRAVEL TRAVEL LANE 5' MIN BYCYCLE LANE DETAIL "B" — BICYCLE LANE BUFFER NOT TO SCALE 2' TYP t CENTER +I 2' WIDE YELLOW OF BARS FLARE TYR �— I I I LINE (THERMOPLASTIC) -��� RAMP TYP STATE OF CAUFORNIA 10' MIN. DEPARTMENT OF TRANSPORTATION CENTER OF STANDARD PLAN A24F CURB RAMP DETAIL "C" — CROSSWALK NOT TO SCALE 21' 5' 5' 10' 10' 10' r 10' SANTA FE DRIVE EXISTING EXISTING SIGNSrn11s SHEET oNLsHEET oNL� STOP R1-, C40(CA)(MOD) x� R26(CA) lYE PROPOSED SIGNSMs sHEET oNLjggggggggggggggggggg» AHEAD R3-17a BEGIN R81A(CA) 7n]R81(CA) 10' 14115 LF. 10' 22' 22' 65 LF. 39A 50 LF. 5' 5' 10' 10' 10' 10' 10' 10' WORK TO BE DONE (THIS SHEET ONLY THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS AND THE SPECIFICATIONS AND STANDARD DRAWINGS OF THE CITY OF ENCINITAS. STANDARD SPECIFICATIONS: 1. ATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS 2018 EDITION OR LATEST APPROVED VERSION) 2. U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION, MUTCD (2009 EDITION WITH REVISIONS 1 AND 2 INCORPORATED, DATED MAY 2012) 3. STATE OF CAUFORNL46 DEPARTMENT OF TRANSPORTATION, STANDARD PLANS (2018 EDITION OR LATEST APPROVED VERSION) 4. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION "GREEN BOOK" (2015 EDITION) INCLUDING REGIONAL SUPPLEMENT AMENDMENTS "WHITE BOOK" (2015 EDITION) 5. CITY OF ENCINITAS ENGINEERING DESIGN MANUAL (2009 EDITION OR LATEST APPROVED VERSION) B. CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (2014 EDITION) CONSTRUCTION NOTES (THIS SHEET ONLY) �1 INSTALL BIKE LANE BUFFER PER DETAIL "A" AS SHOWN ON PLAN ❑2 MATCH EXISTING STRIPING. �3 REFRESH PAVEMENT MARKING. ® INSTALL BIKE LANE BUFFER PER DETAIL "B" AS SHOWN ON PLAN ❑5 INSTALL YELLOW CONTINENTAL CROSSWALK USING THERMOPLASTIC. SEE DETAIL "C" ON THIS SHEET. CALTRANS STANDARD PLANS(THIs SHEET ONLY) 22 INSTALL DOUBLE YELLOW CENTERUNE PER CALTRANS STANDARD PLAN A20A, DETAIL 22. 32 INSTALL TWO—WAY LEFT TURN LANE PER CALTRANS STANDARD PLAN A20B, DETAIL 32. 39 INSTALL WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39. 39A INSTALL WHITE INTERSECTION BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39A. 520 LF. RS R26(CA) 39 180 LF. • Big R1-1 dOIS dOIS :LF. -► 6' 14' RAW DECLARATION OF RESPONSIBLE CHARGE Qµ0FE65/pN I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS pc�ypp C. YpY4� �y E OVER TM�DESIGN OF ECT, THAT `THE PROJECT AS DEFINED HAVE EXERCISED SIN SECTIIBLE ONG6703 OF �S 7spu g m THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN m IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND �rir C9VM1 p= SPECIFICATIONS BY THE CITY OF ESCONDIDO IS CONFINED TO A FOF CP�1Fa REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. &0A?j � y 6/10/21 KAYLAN C. YELLAPU R.C.E. 75023 DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS iVCKCY"ERZ `� �� �n E G NEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. ERZV EC H0L DESCRIPTION: STATION "134WCCS1" LOCATION: OF BRASS DISC IN THE SOUTHEAST QUADRANT OF LEUCADIISC IN HE ORPHEUS INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 4/28/21 % KAYLAN C.YELLAPU R.C.E. NO.: 75023 EXP.:12 31 21 REC 1 9 AAP�aP0R�O}V`wE�D:- S NOWAK L T. BAN Y ENGINEER SE GINEER CTING CITY ENGINEER - - 9/9/21 n4TF nnTF 735 SANTA FE DRIVE APN: 260-131-02-00 PLANNING CASE NO: 18A01 TM/DB/GDP/DR LDEV-014333.2020 PUBLIC WORKS DATE PLANNING AVE. RECORD FROM: ROS 18416 ELEVATION: 178.543' DATUM: NAVD88 CITY ENGINEER DATE REVIEWER INRPFr..TOR SHEET 5 OF 5