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2015 12284-I (Plans)JT l 'S 1. NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CITY RIGHT -OF -WAY WITHOUT THE FULL KNOWLEDGE F L 0 E 0 THE ASSIGNED CITY INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS ADVANCE NOTICE OF THE INITIATION OF PERMITTED USE AT (760) 633 -2796 OR 633 -2797, OR AS STATED ON THE PERMIT. 2. AT LEAST 48 HOURS PRIOR TO STARTING WORK, UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED FOR LOCATION OF UNDERGROUND UTILITIES AT 1- 800 - 422 -4133. THE PROPOSED DIG AREA MUST BE MARKED IN WHITE PAINT PRIOR TO CONTACTING (USA). 3. ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A VALID CALIFORNIA CONTRACTOR'S LICENSE OF THE APPROPRIATE CLASS. 4. ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE SUBJECT TO AN APPROVED TRAFFIC CONTROL PLAN AND SHALL BE FLAGGED AND BARRICADED TO THE SATISFACTION OF THE CITY INSPECTOR IN COMPLIANCE WITH THE 'WORK AREA TRAFFIC CONTROL HANDBOOK; LATEST EDITION PUBLISHED BY BUILDING NEWS, INC. IN THE EVENT THAT THE INSPECTOR DETERMINES PROPER TRAFFIC CONTROL IS NOT IN PLACE, ALL WORK SHALL CEASE AND PERMITTEE AUTHORIZES THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE TO ORDER, ON THE RENTAL BASIS, SUCH TRAFFIC CONTROL DEVICES AS SHALL BE NECESSARY AND PROPER TO PROTECT THE PUBLIC SAFETY AND FURTHER AGREES TO PAY ANY AND ALL COSTS AND CHARGES THAT THE CITY MAY INCUR IN PROVIDING SAID TRAFFIC CONTROL. 5. APPLICANT AGREES THAT IT SHALL BE HIS RESPONSIBILITY TO PROVIDE THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER AGENT RESPONSIBLE FOR CONSTRUCTION OF PERMITTED WORKS WITHIN THE CITY RIGHT -OF -WAY, WITH A COPY OF THE PERMIT INCLUDING THESE STANDARD CONDITIONS AND A COMPLETE SET OF APPROVED PLANS. THE PERMIT, PLANS AND WORK AREA TRAFFIC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE PERMIT SITE WHENEVER WORK IS IN PROGRESS. 6. PERMITTED WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY SPECIFICATIONS AND APPROVED PLANS, SUBJECT TO INSPECTION AND APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. CER7FCCATION FOR ALL MATERIALS AND WORK, INCLUDING COMPACTION TESTS, SHALL BE FURNISHED BY THE APPLICANT UPON REQUEST BY THE CITY INSPECTOR. PAYMENT FOR ANY COMPAC7ON TESTING SHALL BE BY THE PERMITTEE CERTIFICATION SHALL BE MADE BY A CERTIFIED TES77NG AGENCY OR FIRM ACCEPTABLE TO THE CITY. 7. NO WORK WITHIN THE PUBLIC RIGHT -OF -WAY IS PERMITTED ON SATURDAYS, SUNDAYS, OR HOLIDAYS. ANY DEVIATION FROM THE WORK SCHEDULE PRESENTED IN THESE CONDITIONS MUST RECEIVE PRIOR, WRITTEN APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. ANY QUESTIONS REGARDING DAYS CITY HALL IS CLOSED, CALL (760) 633 -2770. 8. NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROADS, SHALL BE STARTED BEFORE 7.30 A.M. OR CONTINUE AFTER 5:00 P.M. ON WEEKDAYS. 9. NO WORK SHALL BEGIN BEFORE 9:00 A.M. OR CONTINUE AFTER 3:00 P.M. ON PRIME ARTERIALS AND OTHER MAJOR ROADS, UNLESS AUTHORIZED ON THE PERMIT BY THE DIRECTOR OF ENGINEERING SERVICES. ALL WORK ON PRIME ARTERIALS AND OTHER MAJOR ROADS, ALL AS SHOWN ON THE CIRCULATION ELEMENT OF THE CITY'S GENERAL PLAN, WILL REQUIRE A TRAFFIC CONTROL PLAN ACCEPTABLE TO THE CITY TRAFFIC ENGINEER WHOSE OFFICE CAN BE CONTACTED AT (760) 633 -2704. 10. THE ROADWAY SHALL BE CLEAN AND FREE OF ALL OBSTRUCT70NS AND COMPLETELY OPEN TO TRAFFIC AT THE END OF EACH WORKING DAY. (NO LATER THAN 3:00 P.M. ON MAJOR ROADS, DEFINED HEREIN.) 11. TWO -WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. MINIMUM TRAVEL LANE WIDTH FOR MOTOR VEHICLES SHALL BE 12 FEET. IF STREET WIDTH PREVENTS MAINTAINING TWO -WAY TRAFFIC, PERMITTEE AND DIRECTOR OF ENGINEERING SERVICES SHALL AGREE ON AN ADEQUATE TRAFFIC CONTROL PLAN PRIOR TO STARTING WORK, WHICH SHALL INCLUDE THE USE OF A FULL -77ME FLAGMAN. 12. ALL EXCAVATIONS IN EXISTING PAVEMENT SHALL BE SAW CUT TO NEAT LINES AND AC REPLACEMENT SHALL BE MADE TO THE SATISFACTON OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. 13. OPEN TRENCH MUST BE BACKFILLED AND CAPPED WITH AT LEAST 2 "OF COLD MIX ASPHALT OR METAL PLATED ACCORDING TO CITY SPECIFICATIONS DURING NON- WORKING HOURS. METAL PLATES ARE REQUIRED TO HAVE COLD MIX ASPHALT RAMPS ON ALL (4) SIDES AND MUST BE MAINTAINED. REFER TO THE CITY'S STANDARD DRAWING DATED JULY 31, 1990. 14. NA77VE MATERIAL MAY BE USED UPON APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. REFER TO THE CITY'S STANDARD DRAWING DATED SEPTEMBER 30, 1996. 15. TWO SACK SAND- CEMENT SLURRY BACKFILL SHALL BE REQUIRED WHEN TUNNELING UNDER CURB AND GUTTER OR OTHER 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 LOCA77ONS WHERE THE INSPECTOR DEEMS THE NATIVE MATERIAL TO BE UNACCEPTABLE FOR USE AS BACKFILL. 17. CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL AND DEBRIS FROM DEPOSITING IN GUTTERS, STREETS AND STORM DRAINS. NO WASHING OUT OF MIXERS OR CONCRETE PUMPS WILL BE ALLOWED ON CITY STREETS. VIOLATIONS WILL BE REFERRED FOR NPDES ENFORCEMENT AND PENALTIES. 18. ANY ROADWAY STRIPING DAMAGED OR REMOVED DURING THE OPERATONS OF THIS PERMIT SHALL BE MATCHED AND REPLACED BY THE APPLICANT USING THE LATEST EDITION OF STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR PAINT, ALL TO THE SATSFACTION OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. 19. ALL CONCRETE WORK SHALL BE TRANSIT MIXED AND CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, SEC77ON 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 TRAFFIC SHALL BE PROGRESSIVE. NOT MORE THAN HALF OF THE WIDTH OF A TRAVELED ROADWAY SHALL BE DISTURBED AT ONE TIME AND THE REMAINING WIDTH SHALL BE KEPT OPEN TO TRAFFIC BY BRIDGING OR BACKFILLING. 21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO THE ROADWAY SHALL BE PLACED AT LEAST FIVE (5) FEET FROM THE EDGE OF THE PAVEMENT OR GRADED TRAVELED ROADWAY, UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE DIRECTOR OF ENGINEERING SERVICES. THE SHALLOWEST PORTION OF ANY PIPELINE OR OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN THIRTY (30) INCHES BELOW THE ROADWAY SURFACE. E! 21(A). WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO EXIS77NG UTIL177ES SHALL MAINTAIN A M INIMUM SEPARATION OF THREE (3) FEET MEASURED FROM THE NEAREST EDGE OF THE FACILITY. ANY DEVIATION FROM THIS REQUIREMENT IS NOT ALLOWED UNLESS APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. 22. ALL EXCAVATED MATERIAL SHALL BE CAST AWAY FROM THE IMPROVED PORTION OF THE HIGHWAY. AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS, SHALL BE REMOVED FROM THE RIGHT -OF -WAY. THE ROADWAY SHALL BE LEFT IN NEAT AND ORDERLY CONDITION. 23. ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE AND OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS. 24. ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE KEPT OPEN TO TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES. 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. PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A. Solana Beach, CA 92075 ph 858.259.8212 1 fz 858.259.4812 f phaengineering.com PRIOR TO ENGINEER OF WORK PROCESSING AS BUILT PLANS, INSTALLERS STATEME/Y I ®F ENG�NEER OF WORK 26. PERMITTEE SHALL COMPLY TH ANY AND ALL DIRECTIVES ISSUED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED WI THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL REPRESENTA Y TIV IN ORDER T P T ANNOYANCE. E 0 PREVENT DUST OR OTHER MATERIALS FROM BECOMING A NUISANCE OR AN COMPLY WITH THE GENERALLY ACCEPTED STAND S ENGINEER'S ARDS AND PRACT ICE O F THE 27. TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LAIERA! CUTS IN SURFACED STREETS IMMEDIATELY AFTER BACKFILLtNG. AFTER COMPLETION LATERAL SLOPE X OF THE REFILLING AND COMPACTING OF THE BACKFILL MATERIAL IN THE EXCAVATION, ALL AS SPECIFIED IN THE STANDARD DRAWING DATED TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SEPTEMBER 30, 1996, AND THE REMOVAL OF OBSTRUCTION(S), THE PERMITTEE SHALL PROMPTLY REPLACE WITH TEMPORARY OR PERMANENT PATCHING SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF MATERIAL, OR REPAIR ANY PORTION OF THE HIGHWAY SURFACE REMOVED OR DAMAGED BY THE EXCAVATION, OBSTRUCTION, OR CONSTRUCTION ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE OPERATIONS, ALL TO THE SATISFACTION OF THE DIRECTOR OF ENGINEERING SERVICES, AND AS SPECIFIED ELSEWHERE HEREIN. THE DIRECTOR OF ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS ENGINEERING SERVICES MAY, AT HIS OPTION, ELECT TO DO THE SURFACING OR REPAIRING HIMSELF, IN SUCH CASE, THE PERMITTEE SHALL BEAR THE IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A COST OF SUCH WORK. TEMPORARY PATCHING MATERIAL MAY BE LEFT IN PLACE FOR UP TO 30 DAYS, BUT MUST BE CONTINUALLY MAINTAINED. DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF 28. WHERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR OTHER TYPE OF SURFACE HAS BEEN REMOVED BY OTHERS, THE THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF PERMITTEE SHALL REPLACE IT WITH A STANDARD REPAIR OF FOUR (4) INCHES AC OVER APPROVED BACKFILL OR REPAIR SECTION SHALL BE ONE (1) RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE INCH AC GREATER THAN EXISTING STRUCTURAL SECTION, WHICHEVER IS GREATER. REFER TO THE MOST CURRENT STANDARD DRAWING. REPAIRS TO ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS PCC PAVEMENT SHALL BE MADE PURSUANT TO THE SPECIFICATIONS OF THE ASSIGNED ENGINEERING INSPECTOR. OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING 29. IF, AFTER THE REFILLING OF AN EXCAVATION, THE PERMITTEE FAILS OR REFUSES TO RESURFACE OR REPAIR THAT PORTION OF THE SURFACE OF SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER THE ROADWAY DAMAGED BY HIM, OR IF THE DIRECTOR OF ENGINEERING SERVICES HAS ELECTED TO DO SUCH RESURFACING OR REPAIRING, THE AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND DIRECTOR OF ENGINEERING SERVICES SHALL CAUSE THE REPAIR TO OCCUR; AND THE PERMITTEE SHALL BE CHARGED WITH THE COST THEREOF EMPLOYMENT AN ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER, COMPUTED BY THE DIRECTOR OF ENGINEERING SERVICES. 297.00' 30. WHEN SHORING IS REQUIRED, AN ENGINEERED DETAIL DRAWING WILL BE REQUIRED FOR APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES. l PROPOSED CURB & GUTTER PER SDRSD G -2 ALL OSHA REGULATIONS SHALL BE MET. ENCINITAS, CA 92024 20.40' 31. ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN THE FIELD BY THE ASSIGNED ENGINEERING INSPECTOR, ACTING AS SIGNATURE. DATE: 7'14 '11 THE DULY AUTHORIZED AGENT OF THE DIRECTOR OF ENGINEERING SERVICES. A THOROUGH EXAMINATION OF THE SUBSURFACE CONDITIONS IS A BRIAN M. ARDOUNO RCE No. 71651 PREREQUISITE. THE APPLICANT SHALL IDENTIFY THE BORE METHOD ON THE PERMIT APPLICATION EITHER AS AUGER, HAMMER, HYDRAULIC, ETC., AND PASCO LARET SUITER & ASSOCIATES SHOW THE BORE PITS. GROU77NG AND INTERMEDIATE BORE PITS MAY BE REQUIRED. 535 N. COAST HIGHWAY 101 32. ALL SUBSURFACE UTILITIES SHALL BE ACCURATELY SHOWN ON THE APPLICANTS SITE PLAN FOR THOSE EXCAVA7IONS IN EXCESS OF 250 LINEAR SOLANA BEACH CA, 92074 FEET, TRAVERSING SIGNALIZED INTERSECTIONS,,'CROSSING INTERCONNECT WIRES, OR OTHERWISE WHERE THE DIRECTOR OF ENGINEERING SERVICES HAS A RCE EXPIRES 12 -31 -15 SPECIAL CONCERN. IT IS AGREED THAT FIELD CONDI7ONS MAY REQUIRE CHANGES TO THESE SHALL CATEGORICALLY DENIED. NO I�a7 STREETS REHABILITATED OR NEWLY CONSTRUCTED WITHINO�ER PLSA 2136 R w �+ EE AS -BUILT /PERM BCC PROPERTIES LLC CONSTRUCTION NOTES I 20 PRIOR TO ENGINEER OF WORK PROCESSING AS BUILT PLANS, INSTALLERS 740 740 LOMAS SANTA FE DRIVE, SUITE 204 INVERT AT MAIN IE DROP AT MAIN LENGTH OF LATERAL OF WET UNDERGROUND UTILITIES ARE TO FURNISH WRITTEN LATERAL SLOPE X GROUND ELEV. ® PL PL TO IE DEPTH PAD ELEV. CONFIRMATION THAT THESE FACILITIES HAVE BEEN INSTALLED IN OL BEACH, CA 92075 EACH, 1 0+93.74 RT.20' Q 13.03' SAWCUT UNE, MATCH EX AC PAVEMENT SUBSTANTIAL CONFORMANCE WITH THE DESIGN AS SHOWN ON THE ( ) 481-3310 297.35 6' 301.25' 297.00' NO APPROVED PLAN. NONCOMPLIANCE WITH THIS REQUIREMENT MAY RESULT IN THE APPLICANT HAVING TO EXPOSE SUCH FACILITIES AND SITE ADDRESS A.P.N.: 12.85' 20.40' 292.12 UTILITY TRENCH RESURFACING INCUR EXTRA COSTS TO OBTAIN ENGINEER'S VERIFICATION OF SAME. 805 BRACERO ROAD 258- 350 -30 -00 297.00' F-31 3 PROPOSED CURB & GUTTER PER SDRSD G -2 282.54' ENCINITAS, CA 92024 20.40' 290.46 2.0 296.46 6' OWNER'S CER77FICATE 297.00' NO ® REMOVE EX. AC CURB ZONING REQUIREMENTS IT IS AGREED THAT FIELD CONDI7ONS MAY REQUIRE CHANGES TO THESE R3 TCH EWN _ STREET PROPOSED DRIVEWAY PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL CNAELl - Y HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES. ALTERATIONS © TRANSITION NEW CURB TO EX, AC BERM OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES I ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF PLAN VIEW BRACERO ROAD HIM w No. 71651 rn Exp. 12/31/15 , THE IMPROVEMENTS. � 2"d p5 SCALE: 1 " =20' 7 ❑ DUAL 3 SIDEWALK UNDERDRAIN PIPES PER SDRSD S� OF CALF SDWD WI 5 -020 D -27 (PRIVATE) I HEREBY CER77FY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST ENCINITAS FIRE PROTECTION DIST. SAN DIEGUITO WATER DISTRICT ENCINITAS PARKS & RECREATION DEPT. ENCINITAS FIELD OPERATIONS DEPT. Il l� 14 R V�EDY W HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING R BY.• DATE i1311!5 E UEZA RELOCATE EX. "NO PARKING FIRE tANE" SIGN AC77VITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. JA TE: DATE: IPA TE: ® WITHIN PROPOSED 5' CURB SIGNATURE. DATE: CHRISTOPHER R. HALL BCC PROPERTIES, LLC PROJECT ABBREVIATED LEGAL DESCR/P7701V LoCATiON PARCEL 1: THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SEC77ON 15, TOWNSHIP � l 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. PACIFIC PARCEL 2: OCEAN AN EASEMENT FOR INGRESS AND EGRESS OVER THE EASTERLY 20.00 FEET OF THE WOW MAP SOUTH THREE- QUARTERS OF THE WEST HALF OF THE NORTHEAST QUARTER OF THE / SOUTHEAST QUARTER, OF SECTION 15, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN Y /C/N/ / BERNARDINO MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. NTS WATER NOTES (SAN DEGUTO WATER DISTRICT) 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. 2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECT70N DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE (760) 633 -2709. ALL WORK PREFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE - CONSTRUCTION CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER IMPROVEMENTS. PHONE. (760) 633 -2709. 4. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. 5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. 6. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 7. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT. 8. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 9. INSTALL FIRE HYDRANTS 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 WATER MAIN. 11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. 12. THE DISTRICT REQUIRES THAT COMPACTI0N TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. 13. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS. 14. FILL AREAS MUST BE COMPACTED TO 90Y, PRIOR TO PIPE INSTALLATION. 15. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT 16. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 17. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION AND CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) WASC STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. 18. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 19. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 20. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT ARE EFFECTED?BY THEIR PROJECT. 21. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION. 22. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN END PIPE LENGTHS WITH DEFELCTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET' TO 270 FEET. USE 19 -FOOT PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AND INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED THE BY THE DISTRICTS REPRESENTATIVE. 23. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 24. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. 25. WATER SERVICES TO BE ABANDONED THAT ARE CONNECTED TO PIPELINES THAT WILL REMAIN IN SERVICE SHALL BE DISCONNECTED AT THE CORPORATION STOP, SHALL HAVE THE CORPORATION STOP REMOVED AND SHALL HAVE A BRASS PLUG INSTALLED; OR BE ABANDONED AS DIRECTED BY THE SOWD INSPECTOR, BRACERO ROAD: SEWER LATERAL DATA PARCEL STATION & OFFSET OF LATERAL INVERT AT MAIN IE DROP AT MAIN LENGTH OF LATERAL IE LAT 0 PL LATERAL SLOPE X GROUND ELEV. ® PL PL TO IE DEPTH PAD ELEV. UPSTREAM MH RIM ELEV. BACKWATER VALVE 1 0+93.74 RT.20' 283.91' 13.03' 20.40' 291.35 2.0 297.35 6' 301.25' 297.00' NO 2 1+49.83 RT.20' 284.86' 12.85' 20.40' 292.12 2.0 298.12 6' 307.00' 297.00' NO 3 0 +12.99 RT.20' 282.54' 13.51' 20.40' 290.46 2.0 296.46 6' 307.75' 297.00' NO REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & B CIE 11-16-up I CITY OF ENCINITAS CONTROL POINT NO. 1042 EWED BY: HORIZONAL 1" =10' VERTICAL _NIA /o DATUM: NAVD88 ELEV.: 16.938' D TE: T BRIAN M. ARDOO R.C.E. NO. 71651 EXP. 12 -31 -15 300 CL 295 CL 300 TC 295 TC I -16.5' 113.5' APPROXIMATE IX PAVING SEC77ON VARIES -y PROPERTY LINE PROPOSED LOT LINE PROPOSED EASEMENT LINE EXISTING EASEMENT LINE PROPOSED PCC PAVEMENT PROPOSED POROUS PAVERS (SEE LANDSCAPE PLANS) PROPOSED GRASS -PAVE BMP AREA (SEE LANDSCAPE PLANS) PROPOSED AC PAVEMENT X- TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD DETAIL 9n' 17'- 15' PROP ROAD WIL 111.5' EX ROAD WIDTH EXXSAWCUT PVMT I VARIES 1/;/- VARIES IX AP� GI � MADE PROPOSED PAVEMENT PROPOSED TYPE G' CURB & GUTTER PER SDRSD G -2 /� � / IX R/W LINE BRACERO ROAD TYPICAL SEC / /ON W ;I PROP R/W LINE PROPOSED TREE IN PUBLIC RIGHT -OF -WAY VARIESI EASEMENT O. PUBLIC RIGHT-OF-WAY RECORDED Pm 'vm PROPOSED TREES PROPOSED TREE IN PUBLIC �o RIGHT -OF -WAY SPECIES SEE LANDSCAPE PLANS) ) - CENTERLINE OF ROAD 55 PROPOSED CONTOUR LINE - -- - - - - -- EXISTING CONTOUR LINE F- PROPOSED FLOWLINE - - - - - PROPOSED SETBACKS PROPOSED RETAINING WALL PROPOSED STORM DRAIN S -O PROPOSED SEWER LATERAL W�W PROPOSED WATER LATERAL FS FINISHED SURFACE FG FINISHED GRADE FL FLOW LINE PROP R/W LINE PROPOSED TREE IN PUBLIC RIGHT -OF -WAY VARIESI EASEMENT O. PUBLIC RIGHT-OF-WAY RECORDED Pm 'vm PROPOSED TREES lcya.w w NO. STATION SPECIES SIZE 1 0 +41.75 RT.18.5' ERYOBOTRYA DEFLEXA BRONZE LOQUAT) 36" 2 3 0+61.75 RT. 1 RT.18.5' 36" 36" ��. 0 +00 0,50 1 +00 1 +50 ij R5 QHn�j oM u-zinZ u( uj inW "u, O�y4i W ,-W� O�y4i WC, -'W^ N s: CL N i �Q Z N N SaQ(n �+.j �a��N'� Navy ^�N �z ��x.xC5 Q Ci3 y �°� zz�,Z =CL�j �3 �C�rc °� ®Z z92'-acd N y ti W � p, N � N 9 0 0 -~+ -~+. 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MASIH MAHER GLENN PRUIM t v 12284-1 DIRECTOR OF PUBLIC WORKS 5.09 R as a, 14 -115 TPM /DR /CDP A.P.N. 258-350-30-001 SHEET 1 OF 1 - r t r 6 5 7 �° 5 6- _ - _, 5 t _ J ROfESS /0 TCH EWN _ STREET CNAELl - Y m o PLAN VIEW BRACERO ROAD w No. 71651 rn Exp. 12/31/15 � 2"d SCALE: 1 " =20' CIViV OF CALF SDWD WI 5 -020 ENCINITAS FIRE PROTECTION DIST. SAN DIEGUITO WATER DISTRICT ENCINITAS PARKS & RECREATION DEPT. ENCINITAS FIELD OPERATIONS DEPT. Il l� 14 R V�EDY W REVIEVE) R BY.• DATE i1311!5 ATE: JA TE: DATE: IPA TE: 'LAWS P ARED UNDER THE SUPERVISION OF fi DATE: 65 " R.C.E. NO. 71657 BRIAN M. ARDOLINO EXP. 12 -31 -15 W ENGINEERING DIV. APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. REVIEWED BY JQO �• /1A . MASIH MAHER GLENN PRUIM IMPROVEMENT PLAN FOR: 805 BRACERO ROAD 12284-1 DIRECTOR OF PUBLIC WORKS DATE: Z 129 /I5 DATE: 8 -7-15 14 -115 TPM /DR /CDP A.P.N. 258-350-30-001 SHEET 1 OF 1 W