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2015-12582 I (Plans)GENERAL NOTES 1. NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CiTY RIGHT -OF -WAY WITHOUT THE FULL KNOWLEDGE OF THE ASSIGNED CRY INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS ADVANCE NOTICE OF THE INiITA7ION 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 70 CONTAC77NG (USA). 3 ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A VAUD CALIFORNIA CONTRACTOR'S LICENSE OF THE APPROPRIATE CLASS 4. ALL TRAFFIC CONRROL WITHIN THE CONSiRUC71ON AREA SHALL BE SUBJECT TO AN APPROVED TRAFFIC CONTROL PLAN AND SHALL BE FLAGGED AND BARRICADED 70 THE SA71SFACWN OF THE CITY INSPECTOR IN COMPLIANCE WITH THE 'WORK AREA TRAFFIC CONTROL HANDBOOK', LATEST EDDiON 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 OROER ON THE RENTAL BASIS, SUCH TWF7C CONTROL DEVICES AS SHALL BE NECESSARY AND PROPER TO PR07ECT 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. APPUCANT AGREES THAT IT SHALL BE HiS RESPONSIBILITY TO PROVIDE THE CONTRACTOR, SUBCONTRACTOR OR ANY OTHER AGENT RESPONSIBLE FOR CMMUC77ON 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 7RAFFlC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE PERMIT SITE WHENEVER WORK IS IN PROGRESS. 6. PERRMITiED WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY SPECIFICATIONS AND APPROVED PLAINS, 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 774E APPLICANT UPON REQUEST BY THE CITY INSPECTOR. PAYMENT FOR ANY COMPACTION TESTING SHALL BE BY THE PERMi1TEE CDMRCATION SHALL BE MADE BY A CERTIFIED TESTING AGENCY OR FIRM ACCEPTABLE TO 774E 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 HIALL IS CLOSED, CAUL (760) 633 -2770. & NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROADS, SHWl BE STARTED BEFORE 7:30 AM. OR CONTINUE AFTER 5.00 P.M. ON WEEKDAYS 9. NO WORK SHALL BEGIN BEFORE 9:00 AM. OR CONTINUE AFTER 3.00 P.M. ON PRIME ARTERIAUS AND OTHER MAJOR ROADS, UNLESS AUTHORIZED ON THE PERMIT BY THE DIRECTOR OF ENGINEERING SERVICES ALL WORK ON PRIME ARTERIALS AND OTHER MAJOR ROADS ALL AS SHOWN ON THE CIRCULA77ON ELEMENT OF THE CITYS 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 OBSW71ONS AND COMPLETELY OPEN TO 7RATiC AT THE END OF EACH WORKING DAY. (NO LATER MANN 3 :00 P.M. ON MAJOR ROWS, DEFINED HEREIN.) 11. TWO -WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. MINIMUM TRAVEL LANE WIDTH FOR MOTOR VEHICLES SHAD. 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 SMU. INCLUDE THE USE OF A FULL -71ME FLAGMAN. 11. ALL EXCAVARONS IN EXISTING PAVEMENT SHALL BE SAW CUT TO NEAT LINES AND AC REPLACEMENT SHALL BE MADE TO THE S47ISFAC71ON OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. 13. OPEN TRENCH MUST BE E14CKFILLED 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 DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE REFER 70 THE CITY'S STANDARD DRAWING DATED S97 WBER 30, 1996. 15. TWO SACK SAND- CEMENT SLURRY BACKRU SHALL BE REQUIRED WHEN TUNNEUNG UNDER CURB AND GUTTER OR 07HER IMPROVEMENTS NOT DESIGNATED FOR REMOVAL 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 N417VE MATERIAL TO BE UNACCEPTABLE FOR USE AS BACKFILL 17. CARE SHILL. 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 REFERREC FOR NPOES ENFORCEMENT AND PENALTIES. 18. ANY ROADWAY STRIPING DAMAGED OR REMOVED DURING 774E OPERATIONS OF THIS PERMIT SHALL BE MATCHED AND REPLACED BY THE APPLICANT USING THE LATEST EDiON OF STATE DEPARTMENT OF 7RMISPORTA170N SPECIFICATIONS FOR PAINT, ALL TO THE SATISFACTION OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTRIVE. 19. ALL CONCRETE WORK SHILL BE TRANSIT MIXED AND CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, SEC71ON 201, AND BE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. 20. TRENCHING FOR INSTALLATIONS ACROSS ANY INTERSECTING ROADWAY OPEN TO TR4MC SHALL BE PROGRESSIVE NOT MORE THAN HAF OF THE WIDTH OF A TRAVELED ROADWAY SHALL BE DISTURBED AT ONE TIME AND THE REMANING WIDTH SHALL BE KEPT OPEN TO TRAFFIC BY BRIDGING OR BACKFILUNG. 21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAD PARAIlEL TO THE ROADWAY SHALL BE PLACED AT LEAST IN (5) FEET FROM THE EDGE OF THE PAVEMENT OR GRADED 7R4VELED ROADWAY, UNLESS OTHERWISE AUTHORIZED IN WRMNG BY THE DIRECTOR OF ENGINEERING SERVICES. THE SHALLOWEST PORTION OF ANY PIPELINE OR OTHER FACILITY SHIAU. 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 LAD PARALLEL TO EXISTING UTILITIES SHALL MAINTAIN A MINIMUM SEPAP47ION OF THREE (3) FEET MEASURED FROM THE NEAREST EDGE OF THE FACILITY. ANY DEFECTION FROM THIS REQUIREMENT iS NOT ALLOWED UNLESS APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE 22. ALL EXCAVATED MATERIAL SHAT 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 SHAT BE RESTORED TO TRUE GRADES AND THE INTAKE AND OUTLET ENDS AT ALL CULVERTS SHAT 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 7RA}iC AT ALL ITEMS UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SVMCES. 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, INJURING OR LOOSENING THE SURFACE 26. PERMi11EE SHALL COMPLY WITH ANY AND ALL DIRECTIVES ISSUED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE IN ORDER TO PREVENT DUST OR OTHER MA7ERAS FROM BECOMING A NUSANCE OR ANNOYANCE ENCINITAS FIRE DEPARTMENT APPROVED BY: q ATE: 3 115 A REVISIONS I APPROVED DATE RECLAIM HNj ADO 614e 5A Ls/y/ /1 ;�• 1 Al2 S, GENERAL NOTES CONTINUED... 27. TEMPORARY PATCHING OF TRENCH IS REQUIRED ON IATEK CUTS IN SURFACED STREETS IMMEDIATELY AFTER 84CKFILUNG. AFTER COMPLETION OF THE REFILLING AND COMPACTING OF THE BACKRLL MATERIAL IN THE EXCAVATION, ALL AS SPECIFIED IN THE STANDARD DRAWING DATED SEPTEMBER 30, 1996, AND THE REMOVAL OF OBSMUCTION(S), THE PERMITTEE SHALL PROMPTLY REPLACE WITH TEMPORARY OR PERMANENT PATCHING MATERIAL, OR REPAIR ANY PORTION OF THE HIGHWAY SURFACE REMOVED OR OiMAGED BY THE D(CAVATION, OBSTRUCTION, OR CONSTRUCTION OPERATIONS ALL TO THE SATISFACTION OF THE DIRECTOR OF ENGINEERING SERVICES, AND AS SPECIFIED ELSEWHERE HEREIN THE DIRECTOR OF ENGINEERING SERVICES 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 MATERIL MAY BE LEFT IN PLACE FOR UP TO M DAYS, BUT MUST BE CONTINUALLY MAINTAINED. 28. WHERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR 01HER TYPE OF SURFACE BIAS BEEN REMOVED BY OTHERS, THE PERMITTEE SHALL REPLACE IT WITH A STANDARD REPAIR OF FOUR (4) INCHES AC OVER APPROVED BACKFILL OR REPAIR SECDON SWILL BE ONE (1) INCH AC GREATER THAN EXISTING SiRUCTURAL SECTION, WHICHEVER IS GREATER. REFER TO THE MOST CURRENT STANDARD DRAWING. REPAIRS TO PCC PAVEMENT SHALL BE AWE 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 D6WAGED BY HIM, OR !F THE DIRECTOR OF ENGINEERING SERVICES HAS ELECTED TO DO SUCH RESURFACING OR REPAIRING, 774E DIRECTOR OF ENGINEERING SERVICES SHALL CAUSE THE REPAIR 70 OCCUR; AND THE PERMITTEE SHALT. 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 DIREC70R OF ENGINEERING SERVICES ALL OSHA REGULATIONS SHALL BE MET. 3i. ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD !N THE FIELD BY THE ASSIGNED ENGINEERING INSPECTOR, ACTING AS THE DULY AUTHORIZED AGENT OF THE DIRECTOR OF ENGINEERING SERVICES A THOROUGH DMINA77ON OF THE SUBSURFACE CONDITIONS IS A PREREQUISITE THE APPLICANT SHALL IDENTIFY 774E BORE METHOD ON THE PERMIT APPLICATION EITHER AS AUGER, HAMMER, HYDRAULIC, ETC., AND SHOW THE BORE PITS. GROUTING AND INTERMEDIATE PORE P17S MAY BE REQUIRED. 32. ALL SUBSURFACE UTILITIES SHALL BE ACCURATELY SHOWN ON THE APPUCANT'S SITE PLAN FOR THOSE EXCAVATIONS IN EXCESS OF 250 LINEAR FEET, 7ROERSING SIGNALIZED INTERSECTIONS, CROSSING INTERCONNECT WIRES, OR OTHERWISE WHERE THE DIRECTOR OF ENGINEERING SERVICES FIRS A SPECIAL CONCERN. 33. PAVEMENT CUTS IN STREETS REHABIUTATED OR NEWLY CONSTRUCTED WITHIN THE PAST TWO YEARS SHALL BE C47EGORMALLY DENIED. 34. THIS PERMIT AMY BE IMMEDATELY REVOKED FOR REASONS IN THE BEST INTEREST OF THE CITY, FOR VIOLATION OF PERMIT CONDITIONS OR FOR THE CREA71ON OF A NUISANCE ALL UPON NOTICE GiVEN BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS AUTHORIZED REPRESENTATIVE. IN THE EVENT OF SUCH REVOCATION, APPLICANT SHALL IMMEDIATELY CEASE ALL OPERA7IONS AND RESTORE CRY RIGHT- OF-WAY AS DIRECTED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE AFTER NOTIFICATION, CITY MAY TAKE FULL POSSESSION OF THE AREA APPLICANT SHALL PAY TO THE CITY ANY AND ALL COSTS INVOLVED, IN THE EVENT THE CITY HAS 70 RESTORE CITY PROPERTY OR REMOVE ANY ITEMS INSTALLED BY THE APPLICANT: 35. THIS PERMIT MAY BECOME VOID iN THE EVENT THE USE PERMITTED IS NOT STARTED WITHIN SIXTY (60) CALENDAR DAYS FROM THE DATE OF ISSUANCE OR IN THE EVENT THE PERMITTED USE IS ABANDONED FOR A PERIOD EXCEEDING SIXTY (60) CALENDAR DAYS AFTER CONSTRUCTION HAS BEGUN. IN SUCH EVENT, IT SHALL BE NECESSARY 70 OBTAIN A NEW PERMIT AND PAY ADDITIONAL FEES UPON COMMENCEMENT OF WORK, ALL OPERATIONS, INCLUDING CLEANUP AND RESTORATION OF CiTY RIGHT -OF -WAY, SHAT BE COMPLETED WITHIN THE TIME LIMIT SPECIFIED BY THE PERMIT. 36. THE PERMiTIEE GUARANTEES TO SAVE, INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ALL ITS AGENTS, OFFICERS, EMPLOYEES AND OFFICIALS AGAINST ALL LIOLMES, JUDCME7NTS, COSTS AND EXPENSES, WHICH M4Y IN ANY MANNER OR FORM ARISE IN CONSEQUENCE OF THE ISSUE OF THIS PERMIT OR ANY WORK PERFORMED IN CONSEQUENCE THEREOF. 37. THE PERMITTEE GUARANTEES ALL WORK CONSTRUCTED, INSTALLED AND EFFECTED UNDER THIS PERMIT FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL INSPECTION ANY REPAIRS REQUIRED DURING THE GUARANTEE PERIOD SHALL BE AADE AT THE EXPENSE OF THE PERMIiiEE. AT THE OPTION OF THE DIRECTOR OF ENGINEERING SERVICES, REPAIR WORK MAY BE PERFORMED BY EITHER 774E PERMITTEE OR THE CiTY 38. PERMITTEE HAS READ, UNDERSTANDS AND AGREES TO COMPLY WIN ALL CONSTRUC7ION PERMIT PROVISIONS AND STANDARD CONDITIONS. 39. AWG NO 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMW /PE) INSULATION SPECIFICALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. WHERE BURIED SPLICES OCCUR, USE AN ELECTRICAL SPLICING KIT CONSISTING OF A BRASS SPLIT BOLT CONNECTOR, MOLD, AND A TWO PART ENCAPSULATING EPDXY RESIGN SUCH AS SCOTCH=,, OR DISTRICT APPROVED EQUAL. SAN DEIGUITO WATER DISTRICT NOTES: 1. WATER MANS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STAND RD SPECIFICATIONS OF THE S4N DIEGUITO WATER DISTRICT (WAX). THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER 771E DATE OF ACCEPTANCE Z THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK 70 ARRANGE FOR INSPECTION OF PROJECT THE CONTRACTOR SHAT GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2709. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPEC7ION 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 AWNS WILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF THE SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. S 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 70 FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTTAL LOT. & CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. vv"i"P ` 9. INSTALL FIRE HYDRANTS 25 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 WA7ER ANN. 11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CI7Y OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CiTY RIGHTS -OF -WAY. 12. THE DISTRICT REQUIRES THAT COMPAC77ON TESTS BE TAKEN WHERE WATER UNES ARE INSTALLED WITHIN EX67iNG COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -0F - -WAY, OR PRIVATE EASEMENiS, AND THE RESULTS APPROVED BY THE CRY OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIECUITO WATER DISTRICT OFFICE 13 PRIOR 70 AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS 70 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 SDWD DOES NOT CONST►IUTE A REPRESENTATIVE AS 70 THE ACCURACY OF 714E LOCATION OF OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. SAN DIEGUITO WATER DISTRICT PARKS AND RE %0!0'1 WATER SYSTEM APPROVAL APPROVED BY: BY: J DATE: ZG' /G DATE: REFERENCES DATE I BENCHMARK D �Tf ____ CITY OF ENCINITAS SURVEY CONTROL POINT #1031. 2.5" BRASS DISC STAMPED "ENC -31 LS 7322 ", SET IN THE NORTHWEST CORNER OF A STORM DRAIN CURB INLET. LOCATED ON THE NORTH SIDE OF ENCINITAS BOULEVARD. ELEVATION: 182.995' DATUM: NAVD88 TION • /O SCALE HORIZONTAL NZA VERTICAL N/A SAN DEIGUITO WATER DISTRICT NOTES CONTINUED... 15. ALL EXISTING FACILITIES WHICH MAY AFFECT FINN. 'DESIGN, I.E. LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED, 4 EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWIJ'', ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUiD WATER DISTRICT. 16. WATER CONNEC7ONS 70 COMMERCIAL DEVELOPMENTS SH 4LL HAVE AN APPROVED BACKROW DEVICE INSTALLED 70 THE DISTRICTS SATISFACTION AND CURRENT WATER; AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS BACKFLOW DEVICES ARE 70 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. 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELEC7RIC VAULTS. 18. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER SERVICES 19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE 70 RELOCATE ANY EXISTING WATER FACILITY (FIRE HYDRANT; VALVES, VALVE BOXES, ETC) THAT ARE EFFECTED BY THEIR PROJECT. 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE BY THE SAN DIEGO COUNTY WASTE DIVISION. 21. USE THE FOLLOWING VARIOUS COMBINA77ONS OF PLAN END PIPE LENGTHS WITH HIGH DEFLEC7ION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURLED ALlGNMENIS 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 WIIH DEFLECTION COUPLINGS USE 9.5 -FOOT PLAIN END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEEi 70 270 FEET USE 19 -FOOT PLAIN END PIPE LENGTHS WITH DEFECTION COUPLINGS FOR ALL RADII ETWEEN 270 FEET TO 560 FEE USE AN INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAN END PIPE LENGTH TO FORM A CHORD. USE DEFLEC7ION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1150 FEET. PIPE LENGTHS !SHORTER THAN 9 -FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY DISTRICTS REPRESENTATIVE 22. CALIFORNIA STATE LAW ASSEMBLY BILL AS -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUW 1, 2010. IN COMPLIWCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL M477vRlALS TO BE NO -LEAD BRASS PARTS 23. 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. 24, WATER SERVICES TO BE ABANDONED THAT ARE CONNECTED TO PIPELINES THAT WILL REMAIN IN SEIMCE SHALL BE DISCONNECTED AT THE CORPORA7ON STOP, SHALL HAVE THE CORPORATION STOP REMOVED AND SH U. HAVE A BRASS PLUG INSTALLED; OR BE ABANDONED AS DIRECTED BY THE SDWD INSPECTOR. ENCINITAS SANITARY DIVISION NOTES: All WORK SHALL BE DONE iN ACCORDANCE WITH THE STANDARD SPECIRCA71ONS 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 SEPAP47ION PER WAS WI-01, 02, & 03. 2. PIPE AND BEDDING CONDITIONS: (A) ALL PIPE SHALL HAVE 4' MiNiMUM OF J' CRUSHED ROCK BENEATH THE PIPE (B) Y.C.P. PIPE BEDDING FROM BOTTOM OF PIPE TO 12' MINIMUM ABOVE THE PIPE SH LL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE FREE- DRANING GRANDULAR MATERIAL HAVING A SAND EQUIVALENT OR 30 OR BEI M?. (C) P.V.0 AND ABS, SOLD WALL PIPE BEDDING FROM BOTTOM OF PIPE 70 12' MINIMUM ABOVE THE PIPE SHALL BE i' CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. J. AFTER COMPLETION OF PIPE LAYING, ALL MAN LINE SEWERS, SEWER SERVICE LATERALS AND STRUCTURES SHALL BE IES70 IN THE PRESENCE OF THE llS ECTOR. AIR PRESSURE TEST SHILL BE USED UNLESS OTHERWISE DIRECTED BY THE CiTY ENGINEER. 4. THE CONSTRUCTION OF P.CC SEWER MANHOLES SHALL BE PER SDRSD NO. SM -02. POURED IN PLACE MANHOLE 64SES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT TIME OF POUR PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WRH 8 -INCH COLLECTOR SYSTEMS WITH CITY ENGINEERS APPROVAL 5. THE CONSTRUCTION OF 4 -INCH SEWER LAM PER (SDRSD NO'S SS -01 AND SS -02. LATERALS SHALL NOT DISCHARGE DIRECTION INTO A MANHOLE 6. THE CONSIRUC77ON OF CONCRETE CUT OFF WAYS StKLL BE CONSTRUCTED AS PER SDRSD NO. SP -01. 7 ALL MANS AND LATERALS SHILL BE A MINIMUM OF 4e - INCHES BELOW THE FINISHED GRADE. 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MANS AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS PRIOR TO ACCEPTANCE OF WORK. 9. FOR SEWER LATERAL TABLES SEE SHEET(S) 3 -4. 10. As BUILT' DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK. It. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY A CONSTRUCTION CtMNGE PRIOR TO ACCEPTANCE FOR PUBLIC USE. 12. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATON. 13 THE CONTRACTOR SHALL NOTIFY THE CITYS FIELD OPERATIONS DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR PRE -CON AND INSPECTION 0 PROJECT. PHONE NO 760 - 633 -2770. 14. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CI)YS 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- BUILDS. 16. CONTRACTOR SHALL FURNISH AND INSTALL PER SDRSD SP -07, THE APPROPRIATE BURIED U17UTY WARNING AND IDENTIFICATION 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 70 BE SHOWN ONII THIS PLAN. 18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO CONNECTION TO THE SANITARY SEWER SYSTEM. 19. ALL NEW SEWER MANS SHALL BE INSPECTED BY CLOSED CIRCUIT TELEVISION AFTER COMPLETION OF TRENCHING EVICKFILL 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 AIANHOLES WITH 8 -10' DIAMETER SEWER MCI :THE INSIDE OF THE SEWER MANHOLES SHALL BE COATED WITH AN EPDXY PROTECTIVE LINING SYSTEM SECTION 500-2.7 OF THE GREENBOOK. (B) NEW MANHOLES WITH 12" AMMETER AND GREATER SEWER MANS THE INSIDE OF THE SEWER MANHOLES SHALL BE PROVIDED WITH INTEGRALLY LOCKING PVC LINING PER SECTION 500-2.5 OF THE GREENSOOK. (C) EXISTING MANHOLES ALL EXISTNG MANHOLES WiTH NEW CONNECTIONS SHILL BE INSPECTED AND REPAIRED, AS NEEDED , WITH 774E LINING SYSTEM THAT MATCHES THE EXISTING LINING FOR TWAT MANHOLE; FOR MANHOLES WITHOUT ANY EXISTING LINING, THE INSIDE OF THE SEWER MANHOLES SHAT. BE COATED WiTH AN EPDXY PROTECTIVE LINING SYSTEM PER SECTION 500 -2.7 OF THE GREENBOOK. EXCEPTIONS OR VARIATIONS TO THESE MANHOLE USING REQUIREMENTS MAY BE CONSIDERED ON A SPECIFIC CASE -BY -CASE BASIS BY THE CITY ENGINEER. 21. NO ADDITIONAL LATERALS SHAH BE PERMITTED WITHOUT PAYING SEWER CAPACITY FEES PROCESSING A CONSTRUCTION CHANGE, AND JOINING THE SEWER REIMBURSEMENT DISTRICT, IF CREATED. 22. MANHOLE FRAMES AND COVERS SHAT BE MADE IN THE USA OF HEAVY DUTY CAST- -IRON TYPE WITH A 36 -INCH OPENING. MANHOLE COVER INSERTS SHAT BE 24 -INCH DIAMETER WITH LETTERING CRY OF ENCINITAS' AND 'SEWER' SIMILAR TO MEAT iS INDICATED ON SDRSD M -1. FIELD OPERATIONS .. Qw 4 m PLANNING & BUILDING APPROVED BY: A nATF• I 5;lgllz PLANS PREPARED UNDER THE SUPERVISION OF � DATE: 3 -!� [6 DATE R.C.E. NO. 80356 TALA G LA ON EXP. 12 -31 -16 OWNER'S CERTIFICATE IT IS AGREED TH4T FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT iS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTER47IONS OR ADDITIONS TO THESE PLANS WHICH THE CiTY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS i FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACDVE.Y ON EVERT' NORMA WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL IMIIIIIIIIIIIII MICHAEL VAIRIN, EXECUTIVE VICE PRESIDENT REQUEZAM 2013, LLC STORMWA TER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTR UCTIONA CTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SiTE IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR Sh4LL POST A SIGN DESIGN47ING THE WASHOUT LOCATION. CONSTRUCTION SITEACCESS A STA61UZED 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 CORRIKATED 57EEL PANELVPLAIM CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SFIALL BE DESIGNATED FOR CONSTRUC7ION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT AAINTENANCE All MAJOR REPAIRS SHALL BE MADE OFF -SITE EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECAlY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL 947S ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHWNEL RUNOFF AROUND THE CONSTRUC77ON SITE CONTRACTOR SHALL PR07ECT CHANNELS AGAINST EROSION USING PERMANENT AND 7EMPOR49Y EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PRISES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVERR, DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY,• THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDL47ELY PLANNED FOR EROSION CONTROL PURPOSES EROSION SHAT. BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL PLANT PERMANENT VEGEFAiEON AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE WATER US4GE FOR DUST CONTROL SHILL BE MINIMIZED. ONSITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHILL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHILL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAN. CONTRACTOR SHILL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE EUMINVE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. S70CKPW MAY INCLUDE SOiL, PARING MATERIALS ASPHALT CONCRETE AGGREGATE RISE ETC STOCKPILES SHAT BE LOCATE O AWAY FROM CONCENTRATED STORMWAiER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL. BE COVERED OR PR07ECTED WITH SOIL STARIUZATION 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 CRY OF ENCINITAS STORMWATER POLLU71ON 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 STORMWAiER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF All WASTE AND UNUSED CON57RUCTiIJN 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 SNAIL BE DISCHARGED INTO STORMWAIER. BERMS /DIKES SHLLL BE PLACED AROUND ALL DUMPSIERS TO DNERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPSiE7R LIDS SHILL REMAIN CLOSED AT ALL TIMES. DUMPSIERS WITHOUT LIDS SHUT BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER 70 AVOID RAN CONTACT WITH ANY ]RASH MATERIAL MANY CONSTRUCTON MATERIALS, INCLUDING SOLVENTS WATER -BASED PANES, VEHICLE FiUIDS, BROKEN ASPHLT 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 1147ARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMA7ON ON LANDFILLS AND TO ORDER DUMPSIERS CALL E000 AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFT 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 SHILL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CON57RUC71ON DEBRIS SMALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDR41N. CONTRAC70R MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVIM AWAY FROM CONSERUCWN SiTE FOR MORE INFORMATION ON STORMWA7ER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. ►111c ?:t,crrj,Twx6r, r BS = BOTTOM OF STAIR ELEVATION BIN = BOTTOM OF WALL ELEVATION FS = FINISHED SURFACE FG = FINISHED GRADE FL = FLOW LINE FF = FINSHED FLOOR GF = GARAGE FINISHED FLOOR IE = INVERT ELEVATION TO = TOP OF GRATE ELEVATION TW = TOP OF WALL ELEVATION SAN ELIJO JOINT POWERS AUTHORIT APPRO7!f?Cl�_ DATE: ���r�° ENGINEERING DIVISION APPROVALS RECOMMENDED QC) APPROV BY 10• /In BY: ,�- 7 MASiH MAHER G1 EAN PRUIM DATE. 5/10/1(0 SHEET INDEX A.P.N.: 258 - 121- 12 -00, 258- 121 -13 -00 SITE ADDRESS: 560 REQUE74 STREET ENCINITAS, CA 92024 OWNERIPERMITTEE REQUEZAM 2013, LLC 8951 RESEARCH DRIVE IRVINE, CA 92618 ABBREVIATED LEGAL DESCRIPTION PARCEL 1: THE SOUTHERLY 312.00 FEET OF LOT 9, RANCHO RiQUEZA, IN THE CITY OF ENCINITAS, COUNTY OF S4N DIEGO, EXCEPTING THEREFROM 7HE WESTERLY 100 FEET THEREOF. PARCEL 2: LOT 9 OF RANCHO RIQUEZA, IN THE COUNTY OF SAN DIEGO. EXCEPTING THE EASTERLY 85 FEET OF THE WESTERLY 100 FEET OF THE SOUTHERLY 200 FEET HEREOF. ALSO EXCEPITNG THAT PORRON OF THE SOUTHERLY 312 FEET LYING EASTERLY OF THE EAST LINE OF THE WEF' 100 FEET OF SAID LOT F >cr_V%Tn. THE QUAWMES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND DO NOT RELIEVE THE CONTRACTOR 717LE SHEET FROM COMPLETING AN INDEPENDENT ANALYSIS OF THE QUANTITIES AND COSTS ASSOCIATED WiTH THE p IMPROVEMENTS REQUIRED FOR THIS PROJECT. REQUEZA STREET PUBLIC IMPROVEMENTS ITEM & STD. DWG. STDS SYMBOL PRIVATE ROAD UTILITY IMPROVEMENTS SHEET 5 - DWY A' & 'B' SUBDIVISION BOUNDARY . ® X; CENTERLINE OF ROAD - fa PROPERTY LINE / RIGHT -OF -WAY INSTALL 8" SEWER MAIN STIR 35 - - S- - CONSTRUCT 60' SEWER MANHOLE SDRSD SM -02 INSTALL 4' SEWER LATERAL SDRSD SS -01 n INSTALL WATER MAIN (SIZE PER PLAN) WAS WP -01. WP -02 CLASS 305 - -W- INSTALL 1' DUAL DOMES7iC WS -09, WC -17 WM WATER SERVICE AND METER 6' GATE VALVE WV-02 ---@- THRUST BLOCK (SIZE PER PLAN) WT-01 PROPOSED 2' CAR WA -02 as- PROPOSED 2' MAR WA -07 p- 2' B.O. VALVE ASSEMBLY 0-04, WB -06 0- INSTALL RECLAIMED WATER MAN WAS WP -02 CLASS 305 - -RW- - (SIZE PER PLAN) EXISTING WATER MAN -w- DUSTING OVERHEAD UTILITIES - -- (OH -E}-- - D071NG SEWER MAN S DOS77NG SEWER MANHOLE PROPOSED EASEMENT - - - - J AC PAVEMENT (PER PLAN) t PCC SIDEWALK SDRSD G -7 6" PCC CURB & GUTTER SDRSD G -2 SAWCUT LINE • . f f f ' ' STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY W17H THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENUNEEEERS ]BADE OR PROFESSION THE ENGHM FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED 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 SUFHTICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT 7HEREF'iRE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBUITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREIN. THE BONIER AGREES 70 INDEMNIFY AND HOLD HARMLESS 771E CiTY OF ENCINITAS AND iTS OFFICERS. AGENTd, 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 AC71NG WITHIN THE COURSE AND SCOPE OF SUCH A CY AND MPLOYMENT AND ARISING OUT OF THE WORK PERFORMED THE ENGINER. E /G,E /N %I ((/(BAY TYLEVG LAWSON DATE RCE NO. 80356 PASCO LARET SUI7ER & ASSOCIATES lo. 535 N. HIGHWAY 101, SUiTE A I 10._ SOLAW BEACH CA, 92075 PH. (858)- 259 -8212 SOILS ENGINEER'S CERTIFICATE 1 PAUL KIM A REGISTERED CIVIL ENGINEER IN THE STATE OF CAUFORNA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SWPUNG AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DiREC71ON ON AND ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WON MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE C17Y 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 SPECIFICARONS. SIGNED: RCE NO.: EXP. DATE. JOB /: F.. , GEOTEK, INC. CI ITAS 91 710 E PARKRIDGE AVENUE, SUITE 105 CORONA, CA 92879 SITE (951) 710 -1160 �] � SHEET 1 - 717LE SHEET SHEET 2 - DETAILS / TYPICAL SECTIONS SHEET 3 - REQUEZA STREET PUBLIC IMPROVEMENTS SHEET 4 - PRIVATE ROAD UTILITY IMPROVEMENTS SHEET 5 - DWY A' & 'B' SHEET 6 - DWY 'C' & SEWER MAIN SHEET 7 - REQUEZA STREET EROSION CONTROL VICINITYMAP I PREt'AiED DATE: 10112115 N IS REVSW DATE 12124115 NEED DATE: 2116116 CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. PUBLIC IMPROVEMENT PLANS FOR: MANZANITA COVE 12582 -1 CASE NO. 15 -008 TMBD/MUP/DR /ETA /CDP APN: 258 - 121 -12 & 13 SHEET 1 OF 7 PLSA 2103 s0 Him ;2 6007 \C rp PaNS MI NIMCMI ', 102 3 ,. Fl ,r w � w o 5 } 6 w I �J 50mm (21) BLOWOFF FROM END OF MAIN ( ?LAN VIEW) NDicU— - 7 LEGEND ON PLANS 8 9 13 IG /` -.1 0 1 LO'�vOFF ASSEMBLY END C _E WB -02 & W8 -03 MAIN 100mm & 150mm (4" 8 6 ") BLOWOFF FROM END OF MAIN (PROFILE VIEW) (INDICATE _ LEGEND ON PLANS 8 9 3 e f 12� .BLOW FF ASSEMBLY SEE WB -0 8 WB -03 100mn & 150mm (4" & 6 ") BLOWOFF FROM STEEL MAIN (PROFILE VIEW) SE ,ON 1507L OF THE SPECIFICATIONS TOR IN ALLA!ION OF BLOWOFF ASSEMBLIES SEE DRAWINGS WB -01, WB -02, WB -03 AND W8 -06 B 0+(i; ASSEMBLIES _INSTALLED FOR THE JSF OF RECYCLED WATER SHALL BE iDENTIFiED AS )'SC,P(,70 1N SECTION 15151 OF THE SPECIFICATIONS 4111 NAT A,A_S STALL BE SELECTED FROM THE APPROVED MATERIALS LIST TO'w1 SIZE AND DESCRIPTION TEM _ N) NO I 4 1 BILE AND DES .[PTION 1 CONCPE1E THRUST BLOCK SEE WT-01 7 200m (8 °) GATE WELL SEE WV -01 & WV- ? DIIC LC IRON END CAP 8 !FLG x MJ /PC /FLG RWGV 3 W4 LR MAIN 9 iFLG x MJ /PO ADAPTER (IF REQUIRED) 4 S.LE x LCim (2 "r SERVICE SADDLE 10 1C -940 PVC PIPE, SEE WB -02 & WB -03 S 701lr (2 ) BRONZE MIPT x MIPT 11 {FLG x MJ /P0 ECCENTRIC DI REDUCER 5 CORPORA -!ION STOP 1 12 jMAIN SIZE x BLOWOFF SIZE FLANGE 6 >>( 12"i x REQU RED ?ENGTH COPPER j 16 [MANUFACTURED STEEL TANGS :IAL OUTLET 7 1' fF _'vPE "K" S SEE VVB -01 DETAIL A — 2° B.O. VALVE DETAIL 13 1FLG x MJ /PO BEND IF REQUIRED) (PER S.D. WAS STD. WB -04) WATER MAIN NOT TO SCALE VALVE STEM EXTENSION,(REO'D)SEE WV -05 8 FINISH GRADE I CURB j n AY, r _ 1DOffm ( 4 ") CD �N 1 NOTES: 1) REFER TO SECTION 15051 OF THE SPECIFICATIONS 2) IN5,TALL CORPORATION STOP WITH KEY IN THE SIDE POSITION 3) SC+ TOP OF METER BOX FLUSH WITH SIDEWALK. CURB OR FINISH GRADE 4) LOCATE METER BOX AS SHOWN ON W$-03 5) INSTALL WARNING /IDENTIFICATION TAPE AS SHOWN ON WP- 01 0rrrn t2 ) 6) WATER LATERALS INSTALLED FOR THE USE OF RECLAIMED WATER SHALL BE IDENTIFIED AS DESCRIBED IN SECTION 15151 OF THE SPECIFICATIONS 50mn)t2 ") 7) CONNECTIONS TO STEEL MAINS SHALL BE IN ACCORDANCE WITH SECTION 15061 ..v 8) MATERIALS SHALL BE SC,LECTE,4 FROM THE APPROVED MATERIALS LIST LEGEND ON PLAN ISM SIZE AND DESCRIPTION INOM SIZE AND DESCRIPTION 1 SIZE x 50mn (2 0) SERVICE SADDLE B 50MM (2 ) BRONZE ANGLE METER STOP 2 WATER MAIN WITH LOCKWING 3 50mn (2_ ") BRONZE CORPORATION STOP 5 TRACER W1 RE (AS REQUIRED). SEE WP -O 4 50mm (2 ") x REQUIRED LENGTH COPPER 10 WATER METER FURNISHED AND INSTALLED PIPE TYPE "K" SOFT /RIGID __. BY THE WATER AGENCY OF JURISDICTION 5 50mn (2 ") BRONZE COMPRESSION COUPLING 11 METER BOX WITH LID, COPPER TO COPPER i1F REQUIRED) 425mn x 730rm1 (17 "x 30") 6 50mn (20) 901 BRONZE COMPRESSION ELL 11 CUSTOMER SHUT-OFF VALVE (LOCKABLE) DETAIL B — 2" RECYCLED WATER SERVICE DETAIL (PER S.D. WAS STD. V NOT TO SCALE 1 MAIN IN ,n .. ra a. - 11rN lVry 1M1 mo J11u /flv ulv m V, 5) AIR & VACUUM VALVES INSTALLED FOR THE USE OF RECYCLED WATER SHALL BE IDENTIFIED AS DESCRIBED IN SECTION 15151 OF THE SPECIFICATIONS 6) NOTCH BASE OF GATE WELL TO CENTER DYER VALVE. SET LID FLUSH WITH SLAB. $— Q'+(2')I 7) CONNECTIONS TO STEEL MAINS SHALL BE IN ACCORDANCE WITH SECTION 15061 W-W B) MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST IFGFND nN PLANS ITEM NO SIZE AND DESCRIPTION IM NO I SIZE AND DESCRIPTION 1 50mm (2 ") PVC SCH BO CLOSE NIPPLE & 2 -SCH 80 STREET ELLS & SUCTION SCREEN 10 50mn(2 ") x 13mm(1,2') BLACK FOAM SLEEVE 11 50mm (2 ") x REQUIRED LENGTH COPPER PIPE TYPE "K ", SOFT 2 VALVE ENCLOSURE 3 50mm (2 ") MIPT x COMPRESSION ADAPTER 12 50mn (2 ") 90' BRONZE COMPRESSION ELL 4 50mm (2 ") AUTOMATIC COMBINATION AIR RELEASE &AIR /VACUUM VALVE 13 1 50mn (2 ") CDMP BALL VALVE W/ TEE HEAD 14 50m (2 ") 900 BRONZE FIPT x COMB ELL 5 TRACER WIRE (IF REQUIRED). SEE WP -01 15 ; 50mm (2 ") BRONZE MIPT x MIPT CORPORATION STOP 6 i13mm x 75mm ('rz' x3") STAINLESS STEEL DROP -IN ANCHORS (3 EA @ 1200 APART) 16 SIZE x 50mm (2 ") SERVICE SADDLE 7 100mm (4 ") SDR -35 SEWER PIPE GATE :WELL WITH LID, SEE NOTE 6 17 WATER MAIN 18 VALVE STEM EXTENSION,(REO'D)SEE WV -05 8 1050mm x 754mn x 150mn THICK �(42 "x 30 "x 6" THICK) CONCRETE SLAB 19 50mn (2 ") BRONZE COMPRESSION COUPLING (IF REQUIRED) 9 25mm (1 ") PVC CONDUIT FOR TRACER WIRE INSTALLED 50mm (2 ") ABOVE SLAB 20 COLD JOINT STRIP 12 x6" TAPPING SLEEVE W/ THRUST BLOCK (8.0 SF MIN) 6" FLxPO GV PER WAS WT-01 �. PROPOSED 6" PVC / EXISTING 12" PVC RECLAIMED \ \f RECLAIMED WATER MAIN WATER MAIN DETAIL F — TIE —IN TO EXISTING 12' PVC RECLAIM WATER NOT TO SCALE QJ N 2" B.O. ASSEMBLY END CAP AND PER WAS WB -04 THRUST BLOCK (9.3 SF MIN) RW— ® —RW— — PER WAS WT -01 2' MINI PROPOSED 6" PVC RECLAIMED WATER MAIN DETAIL G — BLOWOFF INSTALLATION DETAIL C — AUTOMATIC /COMBINATION AIR RELEASE VALVE DETAIL (PER S.D. WAS STD. WA -02) NOT TO SCALE NOT TO SCALE N I S H "RA, DE 2 3 50mm (2 ") ASPHALT PAP `JF 1 2 3 4 AC PAVING (FINISH GR DE FROM RECYCLED_ �� �° r �j / No Q II w 1,i TO PRESSURE J i WATER MAIN III �+" C ° Q e_ REGULATOR � Pu►3t_►e EA S mrsar Fore II �, N, 9 1'KIVATIL TKeST _ R a P RT OR N PAVED AREAS 13 25 15 5 6 7 2 INIMr .,vCJ AREAS PLAN VIEW 4 e 1 0.5' 12' 12' 0.5' 12 5' 8' 8' 4' 3' 150m 100mm 150mm " (61') (4") t 6 ) 6 13 2% 2% 2q, 2% FINISH 1 T FINISH - GRADE 2:1 MAX --__ --� 2:1 MAX. GRADE 7 14 _ 4" PCC SIDEWALK Qo SIDEWALK PER PER SDRSD G -7 4 = SDRSD G -7 �I -� b" 8 " - TYPICAL WATER METER ����'r �. INSTALL 6 PCC �l v - � �� ,,�A , 1, .. LOCA77ON PER WAS k, s_� ° N C- R/W TYPE G CURB WS -03 PIt R/W (L. ?' `FIrEr i PER SDRSD It 7 SECTION 15108 OF 'HE. SPECIFICATIONS � INSTALL 6 = PCC FROM RECYCLED 8 TO PRESSURE 2' INSTALL WARNING /IDEiFTIF.CATION TAPE AS SHOWN ON WP-01 � INSTALL 8" INSTALL 8" T1PE "G" CURB - - —� -- - x PVC WATER MAIN PVC SEWER MAIN GU77ER PER SDRSD G -2 WATER MAIN � REGULATORS 3' INSTALLATION AT END OF MAIN TO BE SADDLED 300mm (24 ") FROM END CAP 72' 1i1 INSTALL 4" AC q; MANN ASSEMBLIES INSTALLED FOR THE USE OF RECYCLED WATER SHALL " PROF ILE OVER 6 CLASS 11 BASE 6 CEN IE"A AS DESCRIBED IN SECT ON 15 51 0 THE SPECIFICATIONS 42> , 5 CONK -C r D 0 STEEL MANS SHA L BE IN ACCORDANCE WITH SECTION 15061 20 10 TYPICAL SECTION — PRIVATE STREET PRESSURE TEST MASTER FLOW DEDICA7)ON METER Y- STRAINER HECK VALVE b AM 8 GROVE FITTING ADAPTER SHALL BE DRILLED AND TAPPED AS REQUIRED NOT TO SCALE REGULATOR STATION VALVE SENSOR FO' THE 'P:S'SURE RELEASE PET COCK 10' 22' 10' I 13' 1 17' POC SEQUENCE 71 LID SHALL BE MANUFACTURED WITH THE WORD "WATER` OR "RECYCLED WATER" n 501m (2'( u AS S = TOWN ON WV -03 NOTES: 8 MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST LEGEND 31\1 CLANS 25' 12' 8' S' T 1) REFER TO SECTIONS 15151 AND 15152 OF THE SPECIFICATIONS 7TFl1 ITEM EASTBOUND TRAVEL LANE WESTBC UND PARKING 2) SET TOP OF METER BOX FLUSH WITH SIDEWALK, CURB OR FINISH GRADE N SIZE AND DESCRIPTION NO SIZE AND DESCRIPTION VAR/ES TRAVEL LANE 9" ' 3) INSTALL WARNING /IDENTIFICATION TAPE AS SHOWN ON WP -01 - - -- 2% SAWCUT LINE 2% (TYP) --I 1 % 200mm (,8 ") HIGH x 200mm (8 ") WIDE 8 WATER MAIN 2:1 MAX. 2:1 MAX. 4) WATER LATERALS INSTALLED FOR THE USE OF RECYCLED WATER SHALL BE \ ' ? 6` E, ', ✓ C - :` 4{' s 1 �`.A,r -, IDENTIFIED AS DESCRIBED IN SECTION 75151 OF THE SPECIFICATIONS -_ -i --._- -- CONCRETE RING 9 300mm (12 ") SDR 35 PVC PIPE x �-\t�`� i� _i t f, .,, � OF S/ 2 300mm f 12' ) 2 -PIECE FRAME AND LI ' `i'' r t. T ��� -� e° �5 -° �' ,, � 1 � -TN v- INSTALL 4 PCC p(z 0 D 24 ") LONG GATE WELL ii?lf`�r1�ci�\ ii,V �C .il �i�ii 1,, 1.At..s,i' ✓ O (tG Cq �9� S) INSTALL WYE STRAINER HORIZONTAL TO SERVICE LATERAL T i% V l \�4 r j `� 1 f i' �. f 6) MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST ALV. 60X, SEE N0 7E ? 0 TRACER WIRE (AS REQUIRED), SE_ tvF EXISING SIDEWALK �° l�A ,�T i lia \, P 1 l t t i �\ i S /DEWALK PER k E Kd 1. + - TO REMAIN \ \C \�°�A \ i ,11\ \lLi �1F,\ i SDRSD G -7 7) A MORE STRINGENT METHOD OF BACKFLOW PREVENTION MAY BE REOUIRED O,mi. (2 ") CAM & GROOVE FITTING 11 50mm (2 ") BRONZE COMP x FLG ANGLE �.l 1 i C TYPICAL WATER METER �, No. 80356 Z AS SHOWN ON THE APPROVED PLANS ADA ?ER x MIPT WITH LOCKING DUST CAP METER STOP WITH LOCK WING _ EXISTING CURB & �� � 1� �i;�° � i j` \\ ,�`i % " -� '� 'i v i i - LOCATION PER WAS WS -03 SEE N 1, t 11� .,� ; \ r Ce. i =; , \i . " r Ex 12/31/16 � ITEM SIZE AND DESCRIPTION ITEM SIZE AND DESCRIPTION NOTE a 2 50mm c2 ") x REO iRED LENGTH coPP'_.R GUTTER To REMAIN INSTALL 6 PCC CURB P NO NO r q s PRESSURE RELEASE PET COCK PIPE TYPE "K° RIGID OR SOFT EXISTING 18" STEEL & GUTTER PER G -2 -- WATER MAIN TO REMAIN OVER 6" CLASS ll BASE sT CIV1� a�P 1 METER ASSEMBLY PER WS-01 d WS -02 6 13mn 0,j) BRASS BALL VALVE m (2 ") 90° BRONZE MIPT x FiPT ELL 13 5Cmm (2 ") BRONZE MIPT x CG1 ^�R_S IO " " 9TF 2 BRASS OR COPPER PIPE 7 METER BOX WITH LID 250mn x 500mn t I .Or 1L' OVAL METER FLANGE CORPORATION STOP EXISTING 8 VCP 2 GRIND AND OVERLAY OF CA��F -- — — — SEWER MAIN TO REMAIN EXISTING 6* ACP g ) ROCK. 100mn TO 150mm _..._ 10 -m ( ROCK 100mm TO , 200mm , .,E SA D 3 WYE STRAINER. SEE NOTE 5 (30 "x 20 "1 OR 425mn x 7508m t17 "x30 ") �G x �,tp`F, WITH GASKET 4 �SI�E x 50mm (2 ") SERVI� D INSTALL 6" PVC WATER MAIN TO REMAIN PASCD URET SUITER 4 BRASS CHECK VALVE B 1Qmn (3 " A'; 150mm i5 8 ") HIGH x OOmm (8" t^ .i= RECLAIMED WATER MAIN 5 SCREWED BRASS UNION (4" TO 6 ") DEEP 4° i0 6 "i DEEP ASPHALT CONCRETE RING CIVIL ENBINEERINO +uno PLANNING SSOD SURVEYING DETAIL D — CHECK VALVE INSTALLATION (PER SD. WAS STD WR -03) DETAIL E — 2' MANUAL AIR RELEASE VALVE DETAIL (PER S.D. WAS STD A -07) TYPICAL SEC77ON — REOUEZA STREET 535 North Highway 101, Ste A, Solana Beach, CA 92075 NOT TO SCALE NOT TO SCALE NOT TO SCALE ph 858.259.82121 t: 858.259.4812 I pleaeaglneering.com REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DESIGNED K er DRAWN �'ETa aY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. CITY OF ENCINITAS SURVEY CONTROL POINT #1031. 2.5" BRASS DISC STAMPED "EMC -31 LS PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED Ob APPROVE PUBLIC IMPROVEMENT PLANS FOR: •�� 7322 ", SET IN THE NORTHWEST CORNER OF A HORIZONTAL 1 " =20' DATE: I-M14 BY.• �Vt•/y� BY. / 12582 ®1 STORM DRAIN CURB INLET. LOCATED ON THE DATE R.C.E. NO. 80356 MASIH MAHER GLENN PRUIM MANZANITA COVE NORTH SIDE OF ENCINITAS BOULEVARD. VERTICAL N/A TYL G LA ON ELEVATION: 182.995' DATUM: NAVD88 EXP. 12 -31 -16 S ' G DATE: 7 t 7 DATE: .224t CASE NO. 15 -008 7MBD/MUP/DR/EIA/CDP APN: 258 - 121 -12 & 13 SHEET 2 OF 7 PREPARED: 1011212015 REVISED: 1212412015 REVISED: 211612016 PLSA 2103 9 REVISIONS r r i ! (D 0 b + _ f c 0, PP CL-218- Q NCROW ROAD °o jo N + ♦- 1 LO + �� t I _ - _._Q !p O I O N W I � r I o I — to w TOP OF 6" DR 14 PVG�; N i I o � ( o •-� ! � cot i � !--- f i _ {MEt� i! - r 11 N cn tow TqP Pvwc N0 -- -_ INSTALL_ 38�_ LF _OF 6 OR 14 PVC > RECLAIMED 3YATER MAIN RECLA ld ®T 20EC710N - _ AD _ - - -- -- — i- WORICiWG P17ESSURE = 100 PSl OF' C= �� _ __ --_ SCALE. HORIZ' 1 ° =20' APE BE ACA AND ALL ,ANTS ME fAdV►CALL C&t i0 _ _. _ _ _.—._ t R M07E THIS I T - �17ERE9 AT MAMt -- VERT 1 ° 5' - �^ t x _ A BEING CROSSED 0) iv 0 O, 04 0; + LC) N LAO _ _ " __._ ._ _ _. ___ _ __,! i _ _- _� . • � ' __ .._ _ _ r r 0 71 - E - - -- I t� M - -'W + r -- a __.._. I1 N T ' - -_. i¢- II N Q II vI Q -._ A A... _ ..F0 - O + O - � Z. +N Q 11 UII - -- 'r ... - - - _ N _ L/V p- . ¢ J w O + - W � co w�iL rn m �j �I nO LO h II a . ------ . N + 'O En — 2.$% 00 I I- I 1 s _ _--t- . ..(n ._ W + O 11 a I- U (n t j ° z o a II to t- TC ELEV RQN Dt= ti ¢ II ¢ II 0% ; - -6" SORSD G -2 C &G _ cn i � i _.__ „. . ___.___. _ __._ _ . -_____ _ ___..._ _ - _ __ _. - - -_ _ _ _ -.__._ __ _. _.__. A-- - TC PROFILE VEW . _ _ ._ . . ._.__ -1_. _.._. _._. - _ i SCALE. 1" 0' : i a - I - E 2 I : i \ CBS, APPROVED 1 DATE fit WATIOMY/M A7=jjIMWJV J 7,�iti71iL Ei„ of ❑ CM DATA TALE LINE LENGTH CHORD /BEARING RADIUS DELTA COMMENTS - L1 O d 1 93.95' N 88 °5625" W - - G -2 CURB & GUTTER C1 31.73' - 20.0 LF A = 90'54'30' G -27 FED RAMP C2 31.10' - 20.0 LF A = 89 °05'30" MODIFIED PED RAMP L2 74.20' N 88 5625" W - - G -2 CURB & GUTTER L3 15.16' N 61'10'00" W - - G -2 CURB & GUTTER L4 { 09 0.29' N 8834 °36" W - - G -2 CURB & GUTTER Ei„ of U q/4 t')/4 CHORD /BEARING RADIUS DELTA ¢y J N 88 56'25" W - - O d 60 II F- o N N II 3.0% 4 U S V1 u SW'LY CURB RETURN PROFILE- REOUEZA SCALE. • HORIZ 1 " =10' VERT 1 " =5' SE'LY CURB RETURN PROFILE- REOUEZA SCALE. • HORIZ 1 " =10' VERT 1' =5' Q WOUWA 31FSL-7 - CBWBX VE DATA TAME LINE LENGTH CHORD /BEARING RADIUS DELTA 1 450.0' N 88 56'25" W - - ,Rfiy'jl JZ i. &EWSZA 3TREb7 - CTY87fjET TFS-=DATA (UK0 CL STA770NING /OFFSET SIZE SPECIES STA 8+54.27 / 16.3 RT 24" BOX RED FLOWERING GUM STA 8 +89.90 / 16.3 RT 24" BOX RED FLOWERING GUM PUBLIC IMPROVEMENT PLANS FOR: IVIANZANffA COVE CASE NO: 15 -008 TMBD/MUP/DR/EIA/CDP APN: 258- 121 -12 & 13 �p 12582 -1 60 SHEET OF 7 0 20 40 MHzM1 r { 09 m0i ,Rfiy'jl JZ i. &EWSZA 3TREb7 - CTY87fjET TFS-=DATA (UK0 CL STA770NING /OFFSET SIZE SPECIES STA 8+54.27 / 16.3 RT 24" BOX RED FLOWERING GUM STA 8 +89.90 / 16.3 RT 24" BOX RED FLOWERING GUM CONSTRUCTION NOTES { /RGLA 0 Z No. 80356 Exp. 12/31/16 O ph 858. 359. 8212 1 12 858.259.4812 1 ple"IneeIlag.com 1 GRAPHIC SCALE DESIGNED BY DRAWN BY CHECKED BY 1 " =20' CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING N0. _ BAK BAK TGL 20 RECOMMENDED APPROVED BY MASIH MAHER BY GLENN PROM DATE: DATE: PUBLIC IMPROVEMENT PLANS FOR: IVIANZANffA COVE CASE NO: 15 -008 TMBD/MUP/DR/EIA/CDP APN: 258- 121 -12 & 13 �p 12582 -1 60 SHEET OF 7 0 20 40 { /RGLA 0 Z No. 80356 Exp. 12/31/16 O ph 858. 359. 8212 1 12 858.259.4812 1 ple"IneeIlag.com 1 DESIGNED BY DRAWN BY CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING N0. _ BAK BAK TGL PLANS PREPARED UNDER THE SUPERVISION OF DATE• R.C.E. NO. 80356 TYLER G LAWSON EXP. 12 -31 -16 RECOMMENDED APPROVED BY MASIH MAHER BY GLENN PROM DATE: DATE: PUBLIC IMPROVEMENT PLANS FOR: IVIANZANffA COVE CASE NO: 15 -008 TMBD/MUP/DR/EIA/CDP APN: 258- 121 -12 & 13 �p 12582 -1 DATE SHEET OF 7 PREPARED: 1011212015 REVISED: 1212412015 REVISED: 211612016 PLSA 2103 (6 0) 4kN II ICI 2 �v„Cw a 9b�y I b� 3 � o: co ®o paw NO tZ :r N ± rnm U)N m 7- PROFILE VIEW DRIVEWAY 'A' SCALE. HORIZ.• l' =20' VERT.• l'--5' Is z RM4 LOT 8 L.OT 4 J i L& 1, Lots PLAN VIEW DRIVEWAY 'A' SCALE. 1"--20' z J W Q d of rn WTI y � W J • to tq I- min( to a U orn N O m II W w¢3O ZC5 TC= 203.9 12" PVC DRAIN FL =203.4 V)W TC =203.9 GRADING PLAN w 8" PVC SDR 35 ±�aQ z 18" X 18" BROOKS BOX INLET EQUAL. STENCIL AND STAMP 6" PCC CURB & [OR PER CASQA FACT SHEET SD -13 % GUTTER PER IE = =199. 0 l SDRSD G -2 FL= 203.33 LINE ACP WATER BEARING 6" PVC WATER 1 874" FLxPO N 8801'55" W TC= 203.9 12" PVC DRAIN FL =203.4 PIPE PER TC =203.9 GRADING PLAN FL =203.4 8" PVC SDR 35 6" PCC CURB & GUTTER PER 206.78' SDRSD G -2 TEE W/ THRUST DETAIL A 2 SCALE. • NTS 2 I 3 6" FLxFL GV PROPOSED 8" 6 "x4" FLxPO PVC WATER REDUCER 8 "x8 -x6" FLG -W- TEE W/ THRUST BLOCK (8.0 SF PROPOSED 4" MIN) PER WT -01 PVC WATER PROPOSED 8" 3 2" MAR ASSEMBLY PVC WATER PER WAS WA -07 DETAIL B SCALE: NTS EXIST 6" LINE ACP WATER BEARING 6" PVC WATER 1 874" FLxPO N 8801'55" W 4" PVC CLASS 305 REDUCER 101.04' N 88'01'55" W 8 FLxFL GV N 88'01'55" W i.0% 8" PVC SDR 35 1.20' 10.5' 8 "x8 "x8" FLG 206.78' 8.42' TEE W/ THRUST YES 2 BLOCK (16.0 SF 2 198.68' MIN) PER WT -01 10.5' 2.0% 8 "x6" FLxPO 6.80' 206.0 REDUCER 3 DWY 'A' 1 +32.50 6" PVC WATER 198.32' 1.20' 10.5' EXIST 6" 206.08' TRANSITION COUPLING -2" MAR ASSEMBLY PER WAS WA -07 8" PVC WA TER -W- - 8" FLxPO GV 8" FLxFL GV 2" B.O. ASSEMBLY PER WAS WB -06 ACP WATER TRANSITION COUPLING DETAIL C SCALE: NTS PROFILE VIEW DRIVEWAY 'B' SCALE: HORIZ 1 "=20' VERT. 1"=5' PLAN VIEW DRIVEWAY 'B' SCALE: 1' =20' I I Ii I I II III it II I I Q WA7M DATA TABLE LINE LENGTH BEARING REMARKS 1 108.64' N 8801'55" W 4" PVC CLASS 305 2 101.04' N 88'01'55" W 4" PVC CLASS 305 Q SEER DATA TABLE LINE LENGTH BEARING SLOPE REMARKS 1 89.13' N 8801'55" W 1.0% 8" PVC SDR 35 2 70.45' N 88'01'55" W i.0% 8" PVC SDR 35 U71UIIES ARE KNONN TO EXIST IN THE AREA. INFA?MARON SHONN HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO RELD VERIFY LOCATION OF EXISTING UTIUIIES PRIOR 70 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. UTILITY CONSTRUCTION NOTES: �1 INSTALL 4" SEWER LATERAL PER SDRSD SS -01 ® INSTALL 1" DUAL DOMESTICIFIRE WATER SERVICE AND METER PER WS -09, WC -17 INSTALL 8" X 8" X 6" FL TEE WITH THRUST BLOCK, GATE VALVES, REDUCER, AND MAR VALVE PER DETAIL B THIS SHEET ® INSTALL 60" SEWER MANHOLE PER SDRSD SM -02. NEW MANHOLES SHALL BE LINED WITH AN APPROVED EPDXY LINING SYSTEM. O5 INSTALL SEWER CLEANOUT PER SDRSD SC -01 © INSTALL 2-130 VALVE ASSEMBLY AND END CAP PER WAS W8 -06 �7 INSTALL 8" X 8" X 6" FL TEE WITH THRUST BLOCK, GATE VALVES REDUCER, AND MAR VALVE PER DETAIL E THIS SHEET BEER LATERAL TABLE LOT q STA710N IE 0 MAIN IE ® PL DROP TO MAIN LENGTH SLOPE FG ® PL DEPTH ® PL PAD EL BACKFLOW VALVE 1 DWY 'A' 1 +36.50 196.95' 198.36' 1.20' 10.5' 2.0% 206.78' 8.42' 206.0 YES 2 DWY 'A' 1 +6770 197.27' 198.68' 1.20' 10.5' 2.0% 205.48' 6.80' 206.0 YES 3 DWY 'A' 1 +32.50 196.91' 198.32' 1.20' 10.5' 2.0% 206.08' 776' 205.0 YES 4 DWY 'A' 1 +86.12 197.46' 198.87' 1.20' 10.5' 20% 204.31' 5.44' 205.0 YES 5 IDWY 'B' 1 +32.45 191.69' . 193.10' 1 1.20' 1 10.5' 1 2.0% 1 201.13' 1 8.03' 1 200.0 1 YES 6 IDWY 'B' 1+6Z461 192.05' 193.46' 1.20' 10.5' 1 2.0% 1 199.58' 1 6.12' 1 200.0 1 YES 18" X 18" BROOKS BOX INLET OR EQUAL. STENCIL AND STAMP 6" PCC CURB & PER CASQA FACT SHEET SD -13 GUTTER PER TG =198.0 SDRSD G -2 IE =194.0 1C =198. 12" PVC DRAIN FL =998.1 PIPE PER rfl-loa a GRADING PLAN 6" PCC CURB & GUTTER PER SDRSD G -2 DETAIL D SCALE: NTS PROPOSED 8" PVC WATER 2" MAR ASSEMBLY 6" FLxFL GV PER WAS WA -07 8" FLxPO GV 6 "x4" FLxPO REDUCER 8-x8-x6- FLG -W- TEE W/ THRUST BLOCK (8.0 SF PROPOSED 4" MIN) PER WT -01 PVC WATER PROPOSED 8" 2" MAR ASSEMBLY i PER WAS WA -07 PVC WATER 2" B.O. ASSEMBLY PER WAS WB -06 DETAIL E SCALE. NTS GRAPHIC SCALE 1 " =20' 20 0 20 40 60 No. 80356 Exp. 12/31/16 & 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 pleeengineering.com REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DESIGNE DRBwN GY gaTlGCm BY _ ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED �OC> APPROV D PUBLIC IMPROVEMENT PLANS FOR: #1031. 2.5' BRASS DISC STAMPED "ENC -31 LS 7322 ", SET IN THE NORTHWEST CORNER OF A HORIZONTAL 1 " =20' DATE: 2- IY-14 BY. M . I LA BY: _ 12582 -I STORM DRAIN CURB INLET. LOCATED ON THE DATE R.C.E. NO. 80356 MASIH MAHER GLENN PRUIM MANZAMTA COVE NORTH SIDE OF ENCINITAS BOULEVARD. VERTICAL N, TYL G LAWSON ELEVATION: 182.995' DATUM: NAVD88 EXP. 12 -31 -16 DATE. Sllo_&(( DATE: �Zi f6 CASE NO: 15 -008 TMBD/MUP/DR/EIA/CDP APN: 258 - 121 -12 & 13 SHEET 5 OF 7 PREPARED: 1011212015 REVISED: 1212412015 REVISED: 211612016 PLEA 2103 PROFILE VIEW DRIVEWAY 'C' SCALE." HORIZ: l--20' VERT 1"--5' PLAN VIEW DRIVEWAY 'C' SCALE. • 1 " =20' UTILITY CONSTRUCTION NOTES: O1 INSTALL 4" SEWER LATERAL PER SDRSD SS -01 O INSTALL 1" DUAL DOMES77CIFIRE WATER SERVICE AND METER PER WS -09, WC -177 Q3 INSTALL 8'X8-X6- FL TEE NTH THRUST BLOCK, GATE VALVES, REDUCER, AND MAR VALVE PER DETAIL B SHEET 4 ® INSTALL 60" SEWER MANHOLE PER SDRSD SM -02. NEW MANHOLES SHALL BE LINED WITH AN APPROVED EPDXY LINING SYSTEM. Q INSTALL SEWER CLEANOUT PER SDRSD SC -01 © INSTALL 2" BO VALVE ASSEMBLY AND END CAP PER WAS WE-06 Q WA7M DATA TABLE LINE LENGTH BEARING REMARKS B / BEARING 89.23' N 88'01'55" W 4" PVC CLASS 305 O qE*ER DATA TABLE LINE LENGTH RADIUS SLOPE B / BEARING REMARKS ® 87.17' - 5.9% N 88 °01'55" W 8" PVC SDR 35 4 113.79' - 13.1% N 3805'06" W 8" PVC SDR 35 5 113.52' 20D' 13.1% A = 3231'11" 8" PVC SDR 35 6 4.17' _ 13.1% N 05 3355" W 8" PVC SDR 35 I-- UJI W a) Lu W co 0 F_ Q C a, MM? LA 7ER4L TABLE LOT STATION IE 0 MAIN IE 0 PL DROP TO MAIN LENGTH SLOPE FG 0 PL DEPTH ® PL PAD EL BACKFLOW VALVE 9 DWY 'C' 1 +84.17 196.00' 197.41' 1.20' 10.5' 2.0% 203.49' 6.08' 204.0 NO 10 DWY 'C' 1 +45.40 193.63' 194.44' 1.20' 10.5' 2.0% 203.03' 8.59' 204.0 NO 11 DWY 'C' 1 +66.28 194.91' 196.32' 1.20' 10.5' 2.0% 202.64' 6.32' 203.0 NO 12 IDWY 'C' 1 +30.50 192.72' 1 194.13' 1 1.20' 1 10.5' 1 2.0% 1 201.74' 1 7.61' 1 203.0 1 NO 11 0+ Q r^ LO Vl DC Lu O i/ -PUBLIC EASEMENT FOR PRIVATE STREET PER FINAL MAP CAUTION- UTILITY CROSSING o) N S — INSTALL 8" PVC SDR 35 SEWER MAIN 20' PUBLIC SEWER EASEMENT TO THE CITY OF ENCINITAS PER FINAL MAP CAU710NI EXISTING SURVEY MONUMENT PLAN VIEW 8" PVC SEWER UNUNES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING U71UIIES UNKNOWN. CONTRACTOR TO FIELD VERIFY LOCARON OF EXISTING U17UIIES PRIOR TO ORDERING MATERIALS AND CONSIRUCIION, CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF UIIUIIES UPON DISCOVERY OF DISCREPANCY. SCALE: l--20' EXISTING 10' PRIVATE SEWER EASEMENT PER MAP 10811 9 EXISTING 20' PUBLIC SEWER EASEMENT PER DOC 181- 39951 / 11 SEWER NOTES �1 INSTALL 60" SEWER MANHOLE PER SDRSD SM -02. NEW MANHOLES SHALL BE LINED WITH A CITY APPROVED EPDXY LINING SYSTEM ® DEMOLISH EXISTING SEWER MANHOLE. EXISTING SEWER MANHOLE TO BE REMOVED AND REPLACED PER SDRSD SM -02. RECONNECT EXISTING SEER LATERALS TO SMH. EASEMENT NOTES APPROVED 1❑ EXISTING PUBLIC SEWER EASEMENT TO ENCINITAS SANITARY SEWER DISTRICT PER DOCUMENT 181- 399510 REC. 12 -22 -1981 AS BUILT ® EXISTING PUBLIC SEWER EASEMENT TO ENCINITAS SANITARY SEWER DISTRICT PER DOCUMENT 181- 404038 REC. 12 -29 -1981 03 EXISTING 10' WIDE PRIVATE SEWER EASEMENT PER MAP 10811 RAGED DURING CONSIRU,CTION ALL' REPLACED T E 17SFAC110N OF`7HE' TY E(V E EXISTING 2 OUBL WER EASEN R DOC 181 - -40403 ­\"_��XIST]NG 8" DIP`' \ $EWE`R PER COU AY TM /l/ 42Y2yTO REMAIN ? �ui II �� GRAPHIC SCALE 1 " =20' 1 MISS MISS 20 0 20 40 60 No. 80356 Exp. 12/31/16 & ASSOCIATES L ENGINEERING + LAND PUNNING + LAND SURVEYING North Highway 101, Ste A, Solana Beach, CA 92075 158.259.8212 1 fz 858.259.4812 1 plaaengineering.com �5 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT °tBAKnr °"BK "' tTa�' ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. CITY OF ENCINITAS SURVEY CONTROL POINT #1031. 2.5" BRASS DISC STAMPED "ENC -31 LS 7322 ", SET IN THE NORTHWEST CORNER OF A STORM DRAIN CURB INLET. LOCATED ON THE NORTH SIDE OF ENCINITAS BOULEVARD. ELEVATION: 182.995' DATUM: NAVD88 HORIZONTAL 1 " =20' VERTICAL NIA PLANS PREPARED UNDER THE SUPERVISION OF DATE. 6 R.C.E. NO. 80356 TYLA G LAWSON EXP. 12 -31 -16 RECOMMENDED JO APPROV BY: �_ __ BY.• MASH MAHER GLENN PRUIM 5 (� 6 DATE: ! 1 _ DATE: Sig /6 PUBLIC IMPROVEMENT PLANS FOR: MANZANTA COVE CASE NO: 15 -008 TMBD/MUP /DR/EIA /CDP APN: 258 - 121 -12 & 13 12582 -1 DATE -- — SHEET 6 OF 7 PREPARED: 1011212015 REVISED: 1212412015 REVISED: 211612016 PLSA 2103 r' c� STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. !AVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN 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 DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. v .W.,rf9 I Y a EROSION CONTROL: RE:OUEZA STREET SCALE: 1"--20' 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. SEDIMENT CONTROL NOTES 1. INSTALL STORM DRAIN INLET PROTECTION PER CALIFORNIA STORMWATER QUALITY ASSOCIATION STORMWATER BEST MANAGEMENT PRACTICE HANDBOOK, NOV 2009 EDITION (CA BMP HANDBOOK) FACT SHEET SE -6 & SE -10, DI PROTECTION TYPE 3 WITH GRAVEL BAGS; SEE DETAIL. 2. INSTALL SILT FENCE PER CA BMP HANDBOOK FACT SHEET SE -1 3. INSTALL TEMPORARY 6' HIGH CHAIN LINK CONSTRUCTION FENCE WITH SCREENING 4. INSTALL STABILIZED CONSTRUCTION ENTRANCE PER CA BMP HANDBOOK FACT SHEET TC -1 (ADJUST SIZE AS REQUIRED) 5. CONTRACTOR TO INSTALL SOIL BINDER IN ACCORDANCE WITH CASQA BMP EC -05 (OR CITY APPROVED EQUIVALENT) PRIOR TO FORECASTED RAIN EVENT. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MICHAEL VAIRIN AT (949) 759 -4367. 24 HOURS A DAY 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING 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 (407.) SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. s EROSION CONTROL LEGEND GRAVEL BAGS PER DETAIL A BAGS REQUEZA STREET GRADE INTERVAL HEIGHT LESS THAN 2% 100' 1' (2 BAGS) 2% TO 4% r � 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. SEDIMENT CONTROL NOTES 1. INSTALL STORM DRAIN INLET PROTECTION PER CALIFORNIA STORMWATER QUALITY ASSOCIATION STORMWATER BEST MANAGEMENT PRACTICE HANDBOOK, NOV 2009 EDITION (CA BMP HANDBOOK) FACT SHEET SE -6 & SE -10, DI PROTECTION TYPE 3 WITH GRAVEL BAGS; SEE DETAIL. 2. INSTALL SILT FENCE PER CA BMP HANDBOOK FACT SHEET SE -1 3. INSTALL TEMPORARY 6' HIGH CHAIN LINK CONSTRUCTION FENCE WITH SCREENING 4. INSTALL STABILIZED CONSTRUCTION ENTRANCE PER CA BMP HANDBOOK FACT SHEET TC -1 (ADJUST SIZE AS REQUIRED) 5. CONTRACTOR TO INSTALL SOIL BINDER IN ACCORDANCE WITH CASQA BMP EC -05 (OR CITY APPROVED EQUIVALENT) PRIOR TO FORECASTED RAIN EVENT. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MICHAEL VAIRIN AT (949) 759 -4367. 24 HOURS A DAY 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING 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 (407.) SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. s EROSION CONTROL LEGEND GRAVEL BAGS PER DETAIL A BAGS REQUEZA STREET GRADE INTERVAL HEIGHT LESS THAN 2% 100' 1' (2 BAGS) 2% TO 4% d � U Z¢ W O 25' 1 1' (2 BAGS) o ;9 NOTES 1. GRAVEL BAGS ARE REQUIRED. 2. REQUIREMENTS FOR AND SPACING OF VELOCITY REDUCERS FOR STREETS WITH GRADES OF LESS THAN 4% SHALL BE AS SHOWN ON THESE PLANS. 3. THIS STANDARD DETAIL SHALL BE USED AS SHOWN ON THE APPROVED EROSION CONTROL PLAN. GRAVE BAG ROW SPACM TABLE REQUEZA STREET GRADE INTERVAL HEIGHT LESS THAN 2% 100' 1' (2 BAGS) 2% TO 4% 50' 1' (2 BAGS) 4% TO 6% 40' 1' (2 BAGS) 6% TO 8% 25' 1 1' (2 BAGS) DETAIL A: GRAVEL BAG CHEVRON NOT TO SCALE DETAIL B- SDGE VAULT TO FALSE CURB DETAIL NOT TO SCALE GRAPHIC SCALE 1 " =20' 20 0 20 40 60 No. 80356 Exp. 12/31/16 e W X 10' - 20' 4' 20' - 30' 5' 31' - 40' 7' 41' - 50' 9' DETAIL B- SDGE VAULT TO FALSE CURB DETAIL NOT TO SCALE GRAPHIC SCALE 1 " =20' 20 0 20 40 60 No. 80356 Exp. 12/31/16 e REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DEIGNED BY DRAWN BY CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. BAK SAX TGL CITY of ENCINITAS SURVEY CONTROL POINT #1031. 2.5" BRASS DISC STAMPED "ENC -31 LS 7322 ", SET IN THE NORTHWEST CORNER OF A STORM DRAIN CURB INLET. LOCATED ON THE NORTH SIDE OF ENCINITAS BOULEVARD. ELEVATION. 182.995' DATUM. NAVD88 HORIZONTAL 1"--20' VERTICAL NIA PLANS PREPARED UNDER THE SUPERVISION OF DATE: 3 �� (6 R.C.E. N0. 80356 TYL G LAWSON EXP. 12 -31 -16 � "- - - -- RECOMMENDED4G� D APPR �(7 "�_ BY.• _�/ X1/1 BY. MASIH MA GLENN PRUIM S /(t� � (� pq�: S// � DATE. ' PUBLIC IMPROVEMENT PLANS FOR. MANZANITA COVE CASE N0: 15 -008 TMBD /MUP /DR /EIA CDP APN: 258 - 121 -12 & 13 / 258 12582 ®I -- - -- — DATE SHEET 7 OF 7 PREPARED: 1011212015 REVISED: 1212412015 REVISED: 211612016 PLSA 2103