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2011-11073 G (Plans)TITLE REPORT 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. THIS SURVEY AND EASEMENTS SHOWN HEREON ARE BASED ON INFORMATION CONTAINED IN THE PRELIMINARY TITLE ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE CONCRETE WASHOUT OWNER REPORT PREPARED BY: CHICAGO TITLE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE CHICK -FIL -A INSURANCE COMPANY 2365 NORTHSIDE DRIVE, SUITE 500 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, 5200 BUFFINGTON ROAD, ATLANTA GEORGIA 30349 SAN DIEGO, CA 92108 THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL (404) 305 -4407 (619) -521 -3400 THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS POST A SIGN DESIGNATING THE WASHOUT LOCATION. ORDER /FILE NUMBER: 930015835 -U50 THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. PLOTTABLE EASEMENTS SHOWN ON SHEETS 4 AND 10. FOR COMPLETE EASEMENT MODIFIED WITHOUT A PERMIT FROM THE CITY. LORD DATED: OCTOBER 14, 2009 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT PK III ENCINITAS MARKETPLACE LP 3333 NEW HYDE PARK ROAD; SUITE 100 CONTACT: TOM VATEL /KEN CMRbATED: APRIL 29, 2011 APPROVAL AND/OR. FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL NEW HYDE PARK, NY 11042 TURF OR LANDSCAPED AREAS WITH ADEQUATE 'GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL STATING: "THE GRADING UNDER PERMIT NO. 11073 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE PANELS /PLATES. (760) 598 -2091 LEGAL DESCRIPTION PER TITLE REPORT WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". CONSTRUCTION VEHICLES SITE ADDRESS /DNq THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, NOTIFICATIONS PARCEL 1: WHO CERTIFIES SUCH GRADING OPERATION.` VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. 194 N. EL CAMINO REAL APN 259 - 121 -34/35 THAT PORTION OF PARCEL 4 OF PARCEL MAP NO. 4274, IN THE CITY OF ENCINITAS, 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS EROSION CONTROL (SEE SHEET 10 FOR ADDIIONAL EROSION CONTROL NOTES) 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF, FILED DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED OWNER'S CERTIFICATE IN THE OFFICE OF THE COUNTY RECORbER Ok SAN DIEGO COUNTY, NOVEMBER 28, 1975 BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST AS INSTRUMENT NO. 75- 335576 OF OFFICIAL RECORDS, DESCRIBED AS FOLLOWS: DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE COVER VEGETATION, AND BONDED FIBER MATRIX. HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY " BEGINNING AT POINT G AS DESCRIBED IN IRREVOCABLE RIGHT -OF -WAY EASEMENT WITH SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. AND ADVISE ON THE COMPACTION AND ST IL1 Y OF THE SITE. RIGHT TO DEDICATE IN DEED RECORDED JUNE 14, 1979 AS INSTRUMENT NO. 79- 246282, HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL OFFICIAL RECORDS OF SAID COUNTY SAID POINT BEING THE SOUTHWESTERLY TERMINUS 13. THE CONTRACTOR, SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY nor SIGNATURE: M L OF THAT CERTAIN COURSE NORTH 5`05'51" EAST 46.35 FEET ON THE SOUTHEASTERLY DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE WHEN ABSOLUTELY NECESSARY: LARGE PROJECTS SHALL BE CONDUCTED IN PHASES DgTE LINE OF VIA MALENA (FORMERLY MALENA DRIVE) PER SAID DEED; THENCE, LEAVING SAID TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; DON I C ION M-7 7M), ), CHICK -FIL -A VIA MOLENA SOUTH 04'08'27" EAST 50.85 FEET TO THE TRUE POINT OF BEGINNING OF PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION THEY HELP DECREASE EROSION. THIS DESCRIPTION; CONTROL MEASURES HAVE BEEN INSTALLED. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR SOILS ENGINEER'S CERTIFICATE * THENCE, SOUTH 88'47'43" EAST 0.67 FEET; THENCE, NORTH 0112'17" WEST 0.04 FEET; EROSION CONTROL PURPOSES, EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL I, EDGAR GATUS, A REGISTERED CIML ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL IO PLACED T GRASSES TO SHIELD AND BIND THE SOIL. THE FIELD OF APPLIED SOIL MECHANICS HEREBY CERTIFY THAT NOTICE TO CONTRACTOR THENCE, SOUTH 88'47'43" EAST 19.96 FEET; THENCE, NORTH 01'12'17" EAST 1.71 .FEET; ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL A SAMPLING AND STUDY OF THE SOIL THENCE, SOUTH 88'47'43" EAST 14.50 FEET; THENCE, SOUTH 01'12'17" WEST 2.50 FEET; PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE ONCE EXCAVATION AND GRADING AUG. , AING ACTIVITIES ARE COMPLETE, CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 17 SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. , 2010 THE CONTRACTOR SHALL ASCERTAIN THE TRUE THENCE, NORTH 88'47'43" WEST 0.96 FEET; THENCE, SOUTH 01'12'17" WEST 9.00 FEET; LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED'TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. AND PAVEMENT RECOMMENDTIONS ON OCTOBER 12, 2011. ONE COMPLETE COPY OF THE SOILS REPORT VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL THENCE, SOUTH 88'47'43" EAST 0.96 FEET; THENCE, SOUTH 0112'17" WEST 2.50 FEET; SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 ON -SITE CONSTRUCTION MATERIAL STORAGE COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE UTILITIES, PIPES AND/OR STRUCTURES AND SHALL BE THENCE, SOUTH 88'47'43" EAST 9.79 FEET; THENCE, SOUTH 0112'17" WEST 25.5 FEET; PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. F THE CITY ENGINEER. FURTHERMORE, I AVE REVIEWED THESE GRADING PLANS AND CERTIFY RESPONSIBLE FOR DAMAGE TO ANY PUBLIC GE. CONTRACTOR SHALL OR PRIVATE THENCE, NORTH 88'47'43" WEST .50 FEET; THENCE, SOUTH 01'12'17" WEST 18.33 FEET; THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY THAT THE RECOMMENDATIONS INCLUDE E SOILS REPORT FOR THIS PROJECT HAVE BEEN UTILITIES, SHOWN OR NOT SHOWN HEREON. THENCE, SOUTH 88'47'43" EAST 4.50 FEET; THENCE, SOUTH 01'12'17" WEST 2.50 FEET; CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES INCORPORATED IN THE GRADING PL A SPECIFICATIONS. THENCE NORTH 88'47 43 WEST 6.00 FEET; THENCE, NORTH 01'1217 EAST 2.50 FEET; 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. ®FES& THENCE, NORTH 88'47'43" WEST 6.50 FEET; THENCE, SOUTH 01'12'17" WEST 2.50 FEET; SIGNED: ®p� IMPORTANT NOTICE THENCE, NORTH 88'47'43" WEST 6.00 FEET; THENCE, NORTH 01'12'17" EAST 5.33 FEET; AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. 1- �, 2? Section 4216/4217 of the Government PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY V6 % ® <i e THENCE, NORTH 88'47'43' WEST 8.75 FEET; THENCE, SOUTH 01'12'17 WEST 5.33 FEET; SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. RCE NO. % a Z m Code requires a Dig Alert Identification CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT m Number be issued before a THENCE, NORTH 88'4743" WEST 18.00 FEET; THENCE, NORTH 01'12'17" EAST 75.54 FEET SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TRAINING EXP. DATE: G'3o- /3 � C0706�3 � "Permit to Excavate" will be valid. TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. CONTAINING APPROXIMATELY 3,151 SQUARE FEET. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR +< EXP �-�-- * For your Dig Alert I.D. Number call 16 ALL TREES BRUSH GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE JOB #; 2G- 1007007 %9 CIV1t. ��Q Underground Service Alert SUBJECT TO EASEMENTS, COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, RIGHTS, . , , , TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS qOF UF�� . '` TOLL FREE 1 -800- 422 -4133 RIGHTS -OF -WAY AND OTHER MATTERS Of RECORD, IF ANY. OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE CA 3 / Two working days before you dig. BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. COMPANY: GILLS ENGINEERING, INC. 3� LEGAL DESCRIPTION OF CHICK -FIL -A LEASE AREA HAS BEEN UPDATED TO REFLECT LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO WASTE MANAGEMENT ADDRESS: 1965 NORTH MAIN STREET, ORANGE, CA 92865 CURRENT PLAN. TITLE REPORT TO BE UPDATED TO MATCH. ALLOWANCES MUST BE MADE THE DISPOSAL OF ANY SUCH MATERIAL. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. PHONE: (714) 279 -0817 FAX: (714) 279 -9687 MADE FOR MINOR ENCROACHMENTS OF BUILDING SHEATHING AND FOUNDATIONS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST SYSTEM IS STRICTLY PROHIBITED. PARCEL 2. MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR STATEMENT OF ENGINEER OF WORK �d NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS WITHIN CITY EASEMENTS ARE REFERRED TO VE CITY TREES AND SHALL G, DIKES SHALL BE PLACED AROUND PROTECTED IN PLACE DURING / THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE 0 A NON- EXCLUSIVE RIGHT AND EASEMENT TO USE THE COMMON AREAS OF THE SHOPPING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. CENTER, INCLUDING THE PATIO AREA AND DRIVE -THRU, FOR THE PURPOSES OF PARKING, DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER OF CITY TREE ROOT SYSTEMS SHALL OCCUR, WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED PEDESTRIAN AND VEHICULAR ACCESS, INGRESS AND EGRESS UPON, OVER, THROUGH AND TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A BY THE CITY OF ENCINITAS TO THE EXTENT THAT THE ENGINEER ACROSS THE PARKING AREA, DRIVEWAYS, ACCESSWAYS AND SIDEWALKS LOCATED FROM CONTROLS SUCH PERFORMANCE. THE ENGINEER CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND AGREES THAT ANY PLANCHECK OR R TIME TO TIME ON THE COMMON AREAS, AND INCLUDING THOSE CERTAIN ACCESS DRIVES REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC AND CURB CUTS DESIGNATED AS "CRITICAL COMMON AREAS" SHOWN ON EXHIBIT A TO APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. THE 'SHORT FORM LEASE' RECORDED MARCH 8, 2012, AS INSTRUMENT N0. APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER 2012 - 0136027 OF OFFICIAL RECORDS; AND A RIGHT UPON, OVER, UNDER AND CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 - 1195.. FOR INFORMATION ON LANDFILLS AND TO ORDER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO THROUGH THE SHOPPING CENTER FOR THE INSTALLATION, USE, MAINTENANCE, REPAIR STORMWATER VOLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES DUMPSTERS CALL EDCO AT (760)436 -4151. INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM AND REPLACEMENT OF UNDERGROUND UTILITY (INCLUDING STORM WATER DRAINAGE AND 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF DETENTION) LINES, CONDUITS AND FACILITIES. INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE AND EMPLOYMENT AND ARISING OUT Of THE WORK PERFORMED BY THE ENGINEER. 1151 (2- AS- BUILTS SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ; ( EASEMENT NOTES 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST PLOTTABLE EASEMENTS SHOWN ON SHEETS 4 AND 10. FOR COMPLETE EASEMENT MODIFIED WITHOUT A PERMIT FROM THE CITY. ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE NOTES SEE THE ALTA SURVEY, SHEET 1. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO SIGNATURE: DATE: TURF OR LANDSCAPED AREAS WITH ADEQUATE 'GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE CRAIG S. DI BIAS, IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. JOSEPH C. TRUXAW & ASSOC. INC. /DNq RIGHT OF WAY NOTE TURF /LANDSCAPED AREAS. NOTIFICATIONS QROPESS S. DI /Fy OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST JOSEPH C. TRUXAW AND ASSOCIATES, INC. ��`�� O s 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE 265 S. ANITA DR., SUITE 111, ORANGE, CA 92868 Ice IN SS PLANS WERE OBTAINED BY A S W No. 75205 m OF ASTOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP BMP. LARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE E�. 12- 31 -20i3 , / (714) 935 -0265 FAX: (714) 935 -0106 THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS RCE: 75205 ARCHITECT 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES sr Civil. DRAINAGE NOTE APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING q OF CAUF� ADEQUATE IMP /BMP. OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION NO' CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: SHEET INDEX CRHO ARCHITECTS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENTANO BE CONVEYED 6. ALL I STORMWATER OM HE IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A. SEWERS .....................LEUCADIA WASTERWATER DISTRICT.............(760 633 -2770 SHEET TITLE 195 SOUTH "C" STREET, SUITE 200 TO AN APPROVED DRAINAGE FACILITY. A PERMIT FROM THE CITY. )- B. GAS & ELECTRIC...... SAN DIEGO GAS & ELECTRIC ......................(760) - 438 -6200 TUSTIN, CA 92780 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE C. WATER .. .....................OLIVENHAIN MUNICIPAL WATER DISTRICT .... ...(800)- 227 -2600 1 (714) 832 -1834 FAX (714) 832 -1910 UTILITY NOTE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. D. TELEPHONE ................SBC BELL ..................................................... (760) -489 -3411 1 OF 110 - GRADING PLAN TITLE SHEET ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER E. CABLE TV ..................COX COMMUNICATIONS ................................. (760) - 806 -9809 X -2233 2 OF 1 b - DEMOLITION PLAN BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, GENERAL NOTES NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE 2• CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK 3 OF 1 GRADING PLAN 1 Plan Prepared br. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL ON THIS PROJECT. PHONE: (760)- 633 -2770. FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF 4 OF 110 - GRADING PLAN 2 STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE IO CALLS FOR INSPECTION. PHONE: AND R 633 -2770. "AnitaDn, Land ENCINITAS & THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. ) OF 1 ti - DETAIL SHEET 1 and surveyors THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL GREASE SEPARATOR 6 OF 1 y - DETAIL SHEET 2 0mnge,CA,92868(714) >35-0265 fox:(714J935 -0106 2. THE SOILS REPORT TITLED "GEOTECHNICAL ENGINEERING EXPLORATION &ANALYSIS, CHICK -FIL A / IMPERVIOUS ARE NO. 2015, 194 N. EL CAMINO REAL, ENCINITAS, CALIFORNIA" PREPARED BY GILES AND IS TAN FILTERED THROUGH A CT T APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 19.100 S.F. 7 OF 1 ENGINEERING, INC., DATED AUGUST 17, 2010 & PAVEMENT RECOMMENDATIONS, DATED OCTOBER PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE 1r- DETAIL SHEET 3 WITH SECTIONS BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. IMPERVIOUS AREA AFTER CONSTRUCTION: 17.600 S.F. 8 OF 1 BMP PROJECT STATUS 12, 2011, AS PROJECT # 2G- 1007007 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. INCREASE IN IMPERVIOUS AREA: -1,500 S.F. � - DETAIL SHEET 4 ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS PRIORITY PROJECT CONTAINED IN SAID REPORT. OLIVEHAIN MUNICIPAL WATER DISTRICT NOTES' IMPERVIOUS AREA REPLACED: -1.500 S.F. 9 OF 1j*- SITE /HORIZONTAL CONTROL PLAN 1 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY SEE SHEET PS -1, "SEWER /DOMESTIC WATER PLAN" FOR NOTES. V PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. EARTHWORK DATA 10 OF 110- SITE /HORIZONTAL CONTROL PLAN 2 LANDLORD. IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR STEEPEST EXISTING NATURAL SLOPE ON -SITE - 6:1 H 2' PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 11 OF 11*- EROSION CONTROL CONTROL FACILITIES" MAXIMUM VERTICAL DEPTH OF CUT = 1.8 1 � 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT MAXIMUM VERTICAL DEPTH OF FILL = 1.8' ) �.rIT�� -�Ty �PL�P�N PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE Z OE V RECORDED ON A19P, ,3e ZD/,Z _ REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. CUT = 350 C.Y. FILL = 50 C.Y. As Doc. #: 20/L- O/9L859 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS IMPORT = 350 C.Y. DATE OF SURVEY SEPTEMBER 9, 2009 BY TRUXAW & ASSOCIATES DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. LEUCADIA WASTEWATER DISTRICT PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION OLIVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE DEPARTMENT 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING PUBLIC SEWER SYSTEM APPROVAL SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL �cCORD DRAWhtG' 6/S / SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. A a 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR /,¢� / �/ �%� / �� i� ��r._� _ f I //� / G0 ` HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. "- NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. SIGN Z; SIGN DA CHANGE NO. DESCRIPTION o t 1 -1 APPROVED DATE S BENCHMARK DESCRIPTION: NO.R1800 11 -93 EC LOCATION: CENTERLINE MONUMENT ON EL CAMINO REAL, 02 MILE N'LY FROM ENCINITAS BLVD. WELL MONUMENT IN LEFT HAND SCALE HORIZONTAL: AS NOTED VERTICAL: AS NOTED AS- BUILTS 'CRAIG 7520BIBIAS PQ DATE ftF Ur0K3NrU 6T: Unt WN bY: C Fit( KED 8Y: SMH JPH SMH PLANS PREPARED UNDER SUPERVISION OF DATE: 3 -13 -12 R.C.E. NO.: 75205 CRAIG S. S EXP.: 12/31/13 t 2 i ADD SHEETS 3A WA, I &A 1151 (2- AS- BUILTS OX S 1& .17 ; ( TURN POCKET GOING S'LY ALONG EL CAMINO REAL. RECORD FROM:rj ELEVATION: 187.89' DATUM: CCS83 U_��It-�Ce7f ENGINEERING DEPARTMENT APPROV : VIEWED y BY- d�l - r �SIH MAHER, C475-19 1 a•W'Q A WI1Tr 3 /L7/ 12 P -- DATE DA`FE 4A./ 1�lL , ZZ. �'L• 3 eti �4. ATE SIG DATE IGN ATE S_ CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING ,NO. GRADING PLAN TITLE SHEET FOR: 194 N. EL CAMINO REAL CHICK -FIL -A RESTAURANT 11073-G WOR ECr APN 259- 121 -34/35 I' L TL PLANNING CASE NO: 1 I SHEET 1 OF c i r c c c C F c L t c 0 4 a j U � =wo Z O <Uj 0 m �Ld ' cn ion :Fo I Q M vi i u7 tCr �N� d a 0 a H H 3 b a 0 0 0 i 0 °a w a. i 0 `i T 1. DUST CONTROL - CONTRACTOR WILL OBTAIN A WATER METER AND WILL CONTROL DUST BY WATER. 2. BUILDING DEBRIS - WILL BE TRANSPORTED TO LANDFILL. 3. STAGING OF EQUIPMENT - STAGING WILL BE WITHIN GRADING LIMITS. NOTE. REMOVE ALL PAVEMENT, CONCRETE, FOOTINGS, AND STRUCTURES WITHIN THE LIMITS OF DEMOLITION AS SHOWN. PRIOR TO ANY DEMOLITION, CONTRACTOR SHALL SCHEDULE FIELD REVIEW WITH DESIGN ENGINEER, PROPERTY OWNER, DEVELOPER AND HIMSELF AND FIELD VERIFY ALL ITEMS TO BE DEMOLISHED, RELOCATED, AND PROTECTED. EXISTING UTILITIES ON SITE TO BE REMOVED OR CAPPED PER CITY REQUIREMENTS. NOTICE TO CONTRACTOR THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL UTILITIES, PIPES, AND /OR STRUCTURES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. IM7N0110E NOTICE Section 421of the Government Code requirA lert Identification Numbeued before a "Permit to e" will be valid. For your I.D. Number call Underervice Alert TOLL F00 - 422 -4133 Two working days before you dig. t � 1 r DUIT ASIDE �t?� LCa -' � . DRIVEWAY — v o- © PULL BOX `^ ---- ---- _ -----_ CATV - -` ---- _.._ —... a , . 0 CATV — T _ _ ._ CATV _...� -_ _- -- -- — _ _ KCAL ` � i O§ �i`U� ffA LIMITS OF GRADING AC PAVEMENT MIL I E A. G. FOR UNDERGROUND CURB & S.W.- o VGA UTILITIES a p P N ! t w o ar --N88 °48'40 "F (BASIS OF BEARINGS PER RI) — — - - -0 LIMITS OF \ \A - -' . N P " ->'C SE WE GRADING \ Po t E w P „ AC ANATER SAWCUT S 0 E_. _ OWALL P ALL R ALL E P ALL - "—� `4 CONC. CURB & GUTTER P • �'1z 6 0 GM DRIVEWAY i R #TR S o TREE ' 4.9..: C 0 N C.: EE 6 0 � ` A GRASS EDGE ° GB ALAS IVSS °4�' r" ..' -� `' `' : "�'"�"• .� _ TOP 1 „� ti _ �, P EES P #10 l SIGNICA P IGN #10 1� \\ _ / \WALLS 7 © / 14 BLOCK � P SHOPPING CENTER SIGN 8 "0 " WALL P CURB,! E� R R e q O Q P WALL R WALL I LOSUF ~' \ - -- - -- - - --�- - - -- -I - _ -_- 7 P REAL Y ® CURB - J L. #g R{ THE — — — AC PVMT. ; O SIGN ©CURB I -y- — #10 7 R PILASTERS O TRANSFORMER L —�� AC PAe/EMENTV P 61URB & CURB m \ A. C. R WATERII VAULT 0 I: \ � m I \P &DCURBK 1" © yy p P ON RD I 6 0 P CONC. CURB & CSt�C. gOp� © ~ TREES ©LITEI I 4 "0 PIPE \ 3 '' o�- �'PVMT. gA KF 0yy R \ 1 18 "4 18 "0 18 "0 _ _ _ — A o 0 & 00� DRAIN _ ° 16 "0 L — — — - MH \ SIDEWALK UTILITY \ R ®PIV & FDC VALVE �. P CABINET \ GIF SE p \ t © IF USUABLE AND 11 � . (COORDINATE f?. MH \ INTE CEPTO LEANOU'T AGENCY Al L w c RD DRAIN PIPE15 P CONC CURB LIMITS OF GRADING P A V E M E N T V) P GAS VALVE \ / ® & R W DR. OUELEC "� ©RAMP wGM co #10 7 AC PAVEMENT OLLARDS SINGLE STORY R 2 P CONCRETE STUCCO BLDG. I R GAS METER 0 LADDER\ ® 6 ~� SINGLE STORY © SE R\ R SEWER 1 ® SIDE NALK © STUCCO BLDG. CLEANOU\S CLEAN OUTS. KRAGEN'S AUTO 180 N. EL CAMINO REAL © BLDG \ WALL ',` 6 "a G 6,738 S.F. R PILASTERS & ROOF DR. PROTECT GAS VALVE /ELECTRICAL PANEL / \ UBLDG, OVERHANG PROTECTIVE BOLLARDS AT KRAGEN'S FORCES). COORDINATE (BY AS SERVICE ® OVERHANG DRAIN PIPES a I DISRUPTIONMEW CONNECTION WITH KRAGEN'S & DRAIN INLET R1 ® CURB AUTO. COORDINATE TEMPORARY AND CONTRACTOR GAS HE RS R CURB PROPOSED ELECTRICAL SERVICE TO TO COORDINATE &PATIO .w CHICK -FIL -A BUILDING. DISRUPTION TO /MNNTNN OUTLET ® AC PVMT. w KRAGEN AUTO TO BE MINIMIZED. STRUCTURE 'S P S.D. MH H:C. .SIGN 0& PIPE 04"0 DRAIN PIPE O CURB & DRAIN H.C. GN P SIDEWALK CURB & R GUJTER R PIPE CURB SI P. -' GUTTER © 0 CF O' CF 0AC RAMP RAMP P e LIMIT OF © RAIN PIPES I R DRAIN P GRADING CUR / .. & R P INLET ® & G TIER ® BLOCK WALLS L 8 "� © EWER CLEAN UT I ". R P AC PVMT. ----L �R AC P T. CURB- LANDSCAPE, & 0 0 TREE LITE UTILITY, & \ R IRRIGATION LANDSCAPE E Co -1 18 OCURB f CURB .: 0 TREE 0 CURRBB /7 1 riIRR 0 AC P+ ?� CURB - 0 SWALE- 0 UTILI EASEMENT NOTES 0 THE PRIVILEGE AND RIGHT TO EXTEND DRAINAGE STRUCTURES AND EXCAVATION AND �`D �` EMBANKMENT CONSTRUCTION EANDDMAINTEIN MAINTENANCE OF SAID RIGHT F FAWAY,HASECONCTAINED IN D /J/ 0,,,) ITION NOTES THE DEED RECORDED APRIL 3, 1968 AS INSTRUMENT NO. 55590 OF OFFICIAL RECORDS. JUNE 14, 1979 AS INSTRUMENT NO. 79- 246282 OF AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. L 2 rz 1 O7 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS ©- PROTECT IN PLACE SET FORTH IN A DOCUMENT. THE ROUTE THEREOF AFFECTS A PORTION OF SAID SIGN '- - -� AB = GRANTED T0: CALIFORNIA CORPORATION SAN DIEGO, INC., A ®= REMOVE AND DISPOSE OF OFFSITE 1 NOTE: PLOTTED PORTIONS OF SAID INSTRUMENT ARE IDENTIFIED AS SEE LANDSCAPE PLAN (L -4) A AC = PURPOSE: HIGHWAYS, DRAINS AND SLOPES WITH THE RIGHT TO 0 = ADJUST TO GRADE Q (� 11073-G DEDICATE SAME CURB &GUTTER 1 BFP = 20 N GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. NOTE. CONTRACTOR TO PROTECT ALL UNDERGROUND AND OVERHEAD UTILITIES IN PLACE UNLESS NOTED OTHERWISE OR AS DIRECTED BY THE DEVELOPER NOTE: DEMOLITION CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING SEWER, WATER, GAS & ELECTRICAL LATERALS ON A PLAN & IN THE FIELD. 80 RECORDED: JUNE 14, 1979 AS INSTRUMENT NO. 79- 246282 OF AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. L 2 rz 1 FH FL OFFICIAL RECORDS SYMBOLS ® GRATE INLET AFFECTS: THE ROUTE THEREOF AFFECTS A PORTION OF SAID SIGN '- - -� AB = LAND AND IS MORE FULLY DESCRIBED IN SAID TRW = r DOCUMENT. FIRE HYDRANT 1 NOTE: PLOTTED PORTIONS OF SAID INSTRUMENT ARE IDENTIFIED AS SEE LANDSCAPE PLAN (L -4) A AC = "SLOPE AND TEMPORARY CONSTRUCTION EASEMENT." = TOP OF WALL � �p S STREET LIGHT Q (� 11073-G GM CURB &GUTTER 1 BFP = = BACKFLOW PREVENTOR U UG = = UNDERGROUND THE PRIVILEGE AND RIGHT TO EXTEND DRAINAGE STRUCTURES AND EXCAVATION AND R W W F EMBANKMENT SLOPES BEYOND THE LIMITS OF RIGHT OF WAY, WHERE REQUIRED FOR RAMP, CURB, GUTTER, v THE CONSTRUCTION AND MAINTENANCE OF SAID RIGHT OF WAY, AS CONTAINED IN THE & SIDEWALK 1 TRAFFIC SIGNAL DEED RECORDED JULY 16, 1979 AS INSTRUMENT NO. 79- 293577 OF OFFICIAL SHEET 2 OF Jf PULL BOX RECORDS. = BACK OF SIDEWALK V VAR = �� 12 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS CURB & GUTTER R CURB, BOLLARDS, 1 1 C HT �Ae = CATCH BASIN W SET FORTH IN A DOCUMENT. = WASHER , GRANTED TO: SAN DIEGO COUNTY FLOOD 0 D CONTROL DISTRICT, ZONE 1 = IRRIGATION CONTROL VALVE R = RADIUS 1 PURPOSE: FLOOD DRAINAGE CONTROL WIF = UTILITIES � L LIGHT STANDARD = IRON PIPE L = LENGTH t 1 CL = = CENTERLINE W WM = RECORDED: APRIL 6, 1981 AS INSTRUMENT NO. 81- 104521 OF UTILITY POLE 0 MONUMENT WELL LIMITS OF CLF = OFFICIAL RECORDS WV = = WATER VALVE GRADING 1 AFFECTS: THE ROUTE THEREOF AFFECTS A PORTION OF SAID `D C MH CO = = CLEANOUT C ® HANDICAP PARKING STALL LAND AND IS MORE FULLY DESCRIBED IN SAID C G A. C. j D DOCUMENT. = NATURAL GROUND (RAD)= RADIAL BEARING 1 = ROOF DOWNSPOUT N N. = P BLOCK WALLS 0 W AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS = NAIL & TAG LIMITS OF 1 CONTRACTOR TO EG = INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. S. S SOUTH G COORDINATE = OVERHEAD WIRE (210.00' R) = RECORD DATA GRADING E ` 1 - EP = = EDGE OF PAVEMENT E E. E GRANTED TO: OLIVENHAIN MUNICIPAL WATER DISTRICT, A PUBLIC ❑ G R IF SEWER CLEANOUT Z. CORPORATION P IF STORM DRAIN CLEANOUT 0� PURPOSE: A PIPELINE OR PIPELINES WITH THE RIGHT OF W. = = WEST INGRESS AND EGRESS WATER VALVE o F FDC = P 84 -INCH STORM DRAIN WILY = RECORDED: JUNE 28, 1982 AS INSTRUMENT NO 82- 197502 OF ® t lb P TREES 1 OFFICIAL RECORDS 1, F R SEWER CLEANOUT = FINISHED FLOOR S AFFECTS: THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND = SOUTHERLY A 20 N GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. NOTE. CONTRACTOR TO PROTECT ALL UNDERGROUND AND OVERHEAD UTILITIES IN PLACE UNLESS NOTED OTHERWISE OR AS DIRECTED BY THE DEVELOPER NOTE: DEMOLITION CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING SEWER, WATER, GAS & ELECTRICAL LATERALS ON A PLAN & IN THE FIELD. 80 W'LY - WESTERLY 4 1 " AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. L LEGEND S FH FL = FIRE HYDRANT = FLOW LINE SYMBOLS ® GRATE INLET -® T TREE 53'L A SIGN CHECKED BY: AB = = AGGREGATE BASE T TRW = = TOP OF RETAINING WALL ( (X F FIRE HYDRANT 1 BLOCK WALL 1 SEE LANDSCAPE PLAN (L -4) A AC = = ASPHALT CONCRETE T TW = = TOP OF WALL � �p S STREET LIGHT Q (� 11073-G GM = GAS METER FOR ADDITIONAL TREE B BFP = = BACKFLOW PREVENTOR U UG = = UNDERGROUND •� (� GR R W W F SEWER MANHOLE INFORMATION. B BILK = = CONCRETE BLOCK U UP = = UTILITY POLE � � T TRAFFIC SIGNAL OD STORM DRAIN MANHOLE SHEET 2 OF Jf BS = = BACK OF SIDEWALK V VAR = = VARIABLE T O TELEPHONE MANHOLE TRAFFIC SIGNAL ARM & POLE 'I R CURB, BOLLARDS, 1 1 C HT CB = = CATCH BASIN W W = = WASHER , & PILASTERS C = IRRIGATION CONTROL VALVE R = RADIUS CF = = CURB FACE WIF = = WROUGHT IRON FENCE � � L LIGHT STANDARD = IRON PIPE L = LENGTH t 1 CL = = CENTERLINE W WM = = WATER METER � U UTILITY POLE 0 MONUMENT WELL m C CLF = = CHAIN LINK FENCE W WV = = WATER VALVE 1 P UTILITIES ` `D C MH CO = = CLEANOUT C ® HANDICAP PARKING STALL C G GUY WIRE & ANCHOR j D NG = NATURAL GROUND (RAD)= RADIAL BEARING DS = = ROOF DOWNSPOUT N N. = = NORTH 0 0 W WATER METER = NAIL & TAG LIMITS OF 1 1 rem E EG = = EDGE OF GUTTER S S. S SOUTH G GM = OVERHEAD WIRE (210.00' R) = RECORD DATA GRADING E ` 1 - EP = = EDGE OF PAVEMENT E E. E EAST ❑ ❑ G GAS METER 90 PARKING ROW COUNT FD = = FOUND W W. = = WEST WV W WATER VALVE o F FDC = = FIRE DEPT. CONNECTION W WILY = = NORTHERLY ® ® n P P TREES 1 PL 1, F FF = = FINISHED FLOOR S STY = = SOUTHERLY A A G GAS VALVE RD RWH = ROOF DRAIN = REDWOOD HEADER 427.00 TC = DESIGN ELEVATION z F FG = = FINISHED GRADE E E'LY E EASTERLY P PB P `� SCB = SIGNAL CONTROL BOX —CAN— = CABLE N LINE PULL BOX 4 1 " REALTY ) © DESCRIPTION FH FL = FIRE HYDRANT = FLOW LINE N/0 = NORTH OF ® GRATE INLET i r i➢ SIGN CHECKED BY: FS = FINISHED SURFACE S/0 = SOUTH OF SIGN JPH SMH 1 BLOCK WALL 1 GB = GRADE BREAK E/0 = EAST OF VENT PLANS PREPARED UNDER SUPERVISION OF DATE: 3 -13 -12 R.C.E. NO.: 75205 C IG AS EXP.: 12/31/13 REVIEWED BY: J}- Lrl MASIH MAHER, C42519 LA RENCE A. WATT PUBLIC ORKS DIRECTOR 3/27112- z_ . _ /-� DATE DATE l Q (� 11073-G GM = GAS METER W/O = WEST OF S �p AS- BUILTS 6 •� (� GR = TOP OF GRATE R = PROPERTY LINE SEWER MANHOLE TURN POCKET GOING S'LY ALONG EL CAMINO REAL. RECORD FROM: ELEVATION: 187.89' DATUM: CCS83 GV = GAS VALVE GL = CENTERLINE OD STORM DRAIN MANHOLE SHEET 2 OF Jf HP = HIGH POINT R/W = RIGHT OF WAY O TELEPHONE MANHOLE 1 • 'I P A V E M E N T HT = HEIGHT A = DELTA 1' • , ICV = IRRIGATION CONTROL VALVE R = RADIUS MH MANHOLE 1 1- P LANDSCAPING IP = IRON PIPE L = LENGTH co SEWER CLEANOUT 1 LS = LIGHT STANDARD T = TANGENT 0 MONUMENT WELL L &T = LEAD & TAG M = MEASURED DATA 1 MH = MANHOLE C = CALCULATED DATA ® HANDICAP PARKING STALL P UTILITIES NG = NATURAL GROUND (RAD)= RADIAL BEARING © LANDSCAPED AREA 1 N &T = NAIL & TAG PRO = PROPORTIONATE MEASUREMENT ® PROTECT IN PLACE 1 OHW = OVERHEAD WIRE (210.00' R) = RECORD DATA ® REMOVE AND DISPOSE OFFSITE ` 1 - P8 = PULL BOX 210.00' M. = MEASURED DATA 90 PARKING ROW COUNT PCC = CONCRETE 210.00' PRO. = PRORATED DATA PIV = POST INDICATOR VALVE 210.00' C. = CALCULATED DATA ® PLOTABLE EASEMENT ITEM L PL = PROPERTY LINE (427.00) TC = EXISTING ELEVATION No. PER TITLE REPORT 18'0 1 -� A /' (j RD RWH = ROOF DRAIN = REDWOOD HEADER 427.00 TC = DESIGN ELEVATION -- (427,0) -- - -- EXIST. CONTOUR fl- '\ `� SCB = SIGNAL CONTROL BOX —CAN— = CABLE N LINE 1 �\ SMH = SEWER MANHOLE _ E ELECTRICAL LINE G LINEL - PALM TREE R TREES ~ .), SPK = SPIKE =GAS ;TRUNK DIAMETER SHOWN SW = SIDEWALK — GB —GB- = -GRADE BREAK LINE 11 , TC = TOP OF CURB — R —R- = RIDGE LINE j, 1 TE = TRASH ENCLOSURE S = SEWER LINE f XT V TP = TELEPHONE POLE SD = STORM DRAIN LINE 8 "�' TREE, SPECIES VARIES, 1 TRAIN TRANS = TRANSITION = TRANSFORMER T = TELEPHONE LINE ' � TRUNK DIAMETER SHOWN 1 W . = WATER LINE E ~ AUL�P �UNKNONM UTIL.) 63' S r•- 1� QROFESS /py D1 q�c^ Plan Prepared by: 11� zs k No. 75205 a 1 1 Exp. 12 -31 -2013 y} FI CA Civil 265 S Engineers and LandSurveyors Anita Or, Sulk 111, Orange, CA. 91868 (714)935 -0265 \40�! r, Pik Airs U z � O 0 z I F < U0 � -It Q r X U-) ::D (D �Fo U Q rn I-- co w 1n L O N co a 0 0 0 0 w q v b q 0 0 0 0 0 i 0 w i a. i 0 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. SMH JPH SMH 1 REVISE TO REMOVE TREES PER LANDSCAPE L -4 PLAN 3-15 -i DESCRIPTION: NO.R1800 11 -93 EC LOCATION: CENTERLINE MONUMENT ON EL CAMINO REAL, 0.2 MILE WILY FROM ENCINITAS BLVD. WELL MONUMENT IN LEFT HAND HORIZONTAL: AS NOTED VERTICAL: AS NOTED PLANS PREPARED UNDER SUPERVISION OF DATE: 3 -13 -12 R.C.E. NO.: 75205 C IG AS EXP.: 12/31/13 REVIEWED BY: J}- Lrl MASIH MAHER, C42519 LA RENCE A. WATT PUBLIC ORKS DIRECTOR 3/27112- z_ . _ /-� DATE DATE DEMOLITION PLAN FOR: 194 N. EL CAMINO REAL CHICK -FIL -A RESTAURANT APN 259 - 121 -34/35 PLANNING CASE NO: 10 -127 MUP / DR / CDP Q (� 11073-G f 00 4 S �p AS- BUILTS It •� (� (p. ( TURN POCKET GOING S'LY ALONG EL CAMINO REAL. RECORD FROM: ELEVATION: 187.89' DATUM: CCS83 SHEET 2 OF Jf r, Pik Airs U z � O 0 z I F < U0 � -It Q r X U-) ::D (D �Fo U Q rn I-- co w 1n L O N co a 0 0 0 0 w q v b q 0 0 0 0 0 i 0 w i a. i 0 SEE SHEET 4 Z %� 70 `,t---- 1 JOIN - - 9 -19 _FS - - - .. _. - I 6:,CF 195.9 O,:CF GB 1� „ O 02 1% " b.,)x: I 1 195.75 FS FG 195.7 2i X19 2: 192.37 t FS 3.1% 1 195.165 FS d 5. �G FL 1.93.49 TC ,� _... FG 2:1 r j : NOTICE TO CONTRACTOR 195:14 RIM JOIN 192,99 ± FS \ I " 195.61 TC h� E ,1 1 ho JOM 193.15 FS /BE M -TOP _ I ' THE CONTRACTOR SHALL ASCERTAIN THE TRUE 1 195.71 TC FS 1.5X, 195.80 FS 4 CF 195.28 FS `o'o�� ' �F� MAX. , ., (195.1) ±FG 194.30 GR c -,, �� { �„ \ - -- '_ `` VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL i s { 195.34 FS .O �°� 3:1 194.9 FG- -', 190.62 INV - D 192.31 ± FS _ UTILITIES, PIPES, AND /OR STRUCTURES AND SHALL BE i'' - -- 1 I; -I " 5 "CF 195.57 TC 1% .., o °o - ~ 4Y _ 2 1%(195.15 FS _, _ ___ .._ A ., ;. RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE I s- }I •,r�l 4.S CF 1.95.31 RIM 2% 195.44 FS ' --- UTILITIES, SHOWN OR NOT SHOWN HEREON. ! ARl ALL ROOF DRAINS SHALL DISCHARGE TO BMP[IMP .5:1 193.36 FS BERM TOP P i I FACILITIES PRIOR TO C CTION AND DISCHAARRGE '� R/W 193.20 FS f 195.41 FS v . % 1% :, IMPORTANr NoncE $° I ONTO THE STREET AND INTO THE PUBLIC ^• fj 1 JOIN F` - •� o Section 4216/4217 of the Government + I 1.6% O Code requires a Dig Alert Identification 193.41 ± FS GB - - - Number be issued before a m '. .0- "Permit to Excavate" will be valid. 193.20 FS JOIN For your Dig Alert LD. Number call \ 194.34 FS Underground Service Alert f TOLL FREE 1 -800- 422 -4133 - � •j` °;"� 1% L:. Two working days before you dig. , , ranc_.U`f I w r..T B Jam`. ce o I r•;, T EXISTING GREASE INTERCEPTOR zo " o I PROPOSED SELF CONTAINED GREASE c, 1% I VAT (COVERED) - 2 %, MAX 194.58 FS GB T I),. JOIN I 193.41 FS 1% 3.9% e ° i (1 - ) 't GB L "T" 1 I f '^ I i 194.25 ± FS ❑ L 193 49 FS 194.36 TC i 1, € e L.., m I 193.65. FS/BERM TOP 193.86 FS LIMITS OF I A GRADING ;�' "r I ADJUST POSTS TO GRADE B1 D .. OVE 26a atiG- I LIMITS OF GRADING "I 'I Ij STORM DRAIN SYSTEM. 1.9 %' i GM J01 2% 195.48 FS 195.73 0 "CF 194.82 FL 194.30 GR 194. 195.35 RIM FS I 190.62 INV GRAPHIC SCALE 195.64 TC GQ 6 °CF 195.14 FS A of 0 5 io so ao o e o 0 T94.72 FL ° 2 31 : I, �* << (IN FEET) 195.80 195.64 TC 194:77 FG 1 t FS 1 9% 195.14 FS i 1 inch = 10 f£, - �i FF= 195.80 . �`, } ' 0 "CF 3 0J, NOTE: PRIOR TO GRADING, `194 2 FL ° ,,` 1`� 1, , _.`;7 1 ;` �,> 1 �.. CONTRACTOR SHALL VERIFY 3q°- 13 1- (194.9) FG l �( THICKNESS OF BUILDING SLAB 195.8 194:7 FG AND SAND SECTION WITH FG 195.10 TC APPROVED FOUNDATION PLAN. 194.60 FL ?,} '' 194.30 GR - - -- 0 2 190.62 INV IN RT 0 .5-1. NCH 6 -INCH STEM WALL DS AB VE S. ® PER STRUCTURAL DETAILS y ° 1 I L MITS OF RADING I 2% I MAX o i JOIN JOIN � � (195.93)± TS 195.56± F PROTECT Imo_ JOIN JOIN 195.15 ± FS JOIN _ T95T TW= 196.30 S� 195.59 TC - W ' 195.76 TW ® DEEPENED FOOTING 195.09 FS V 194.7 FG PER STRUCTURAL DETAILS C) OR h�oN g.% 3:1' SECTIONS ON SFfiEET 7 r„ cq m h• v LP A�•* - - , b. o, ,} oh a 194.30 FL ., •�� " ''` CONSTRUCTION NOTES ON SHEET' 10 =+- ° s 194.85 TC 01 195.14 6ti 1.8% TC - 194.86 TC 194.35 FL / �°� 194.84 FS . 194.36 FL 1 , (SITE /HORIZONTAL °CONTROL PLAN) b I �9, F 195.18 TC 27 ' ' 194.68 FS : 195.13 TC , 19463 S 195.84 FS ❑ ❑ 2� o 194.93 TC `. tit ',, S S 5, 6, %, aC `; 8 0 0� 194.43 FL „ (I PI . -. 195.35 TC u o •194.85 FS ,y JOIN- -195 TC JJOTF' EXISTING GRATE IMLLT IS HIGHER 194.77 FS ( 'THAN ADJAamr FLOW L WE3. 3M 195.33 FS 1 194.33 RIM ' 195.54 FS , , y , _._ 195.15 TC �° 183.83 INV 4 It SHEET 7 SErcT10N 8r0 FOR NAIL - - GEI pll 2 �_ b 194.65 FS 177.28 INV 195.39 FS lErl TC G'. .195.12 TC 195.80± t 194.89 EL , 1.4%_ -yo FS 194.62 FS 194.4 ± FG 6 CF 194.95 EG 5 CF 9h�go TQ ': '195.23 T 195.00 TC HP \' JOIN 195.49 ± JOIN 195.39 ± °.. " 194.73 FS 194:50 FS❑ 195.21 TC ' R TC o TC o "194.97 S <Z1 1 J F 195.15 TC -- R 4 "CF , N g4 g -f5% 194.85G 194.65 FL 4" CF 194.80 TC 189.48 194.47 FG { 0.7% .7% CR Sy, 194.17 FL /GB s^e 19 8 r 193.9` GR " s ; �,� g, 0 CF 195.21 TC G �q� „ FG 3:1 190.60 INV J i <' F / 194.85 FL ° 194.71 FL ti�F� :,=' 194.25 . / CO 194.91 EG 6 "CF oh'�1°j GR JOIN 4 CF / NOTE: °j 194.17 FL /09 �� 5,. BO OM I 194.7 TC t 194.96 t F / 4% MAX. 19413 FL /GB 19408 R 194.39 FG JOIN ?GUTTER �� '1.9% : dl° 195.11 t EG / rn� 0A° 0 90.40 HIKE -UP Oe C / 195:47 TC a . h�INV -I / PARKING 194.97 FS 1. GB � 3.1% 19412 194.58 TC 194.772 2 TC / FS GB 1944 08 FS 194.22 FS 195.35 FS' ^ �• 195.05 TC 0 "CF S/ GB c GB 194.55 FS G 194.01 FS 194.83 TC ; o '�j� 194.54 RIM • 195.49 ± FS � 194.33 FS DEEPENED CURB JOIN FS I a 7 FS 5.57 ± 195.5 FS oo �`' 194.76 FS 183.99 INV 195.67 ± ..- ,_ � 5 ° �o�• �.,, GB 194.67 TC j � b ,, 1, ' 17 FS \ MpX 5#.., .. ❑ 194.17 FS 195.61 t OF �� , JOIN FS \ 196.00 TC I t I,y 196420 TW 195.63 FS V F � 1, \ > > 195.46 TC 10 "CF q 95.18 FS 3 194.96 FS (193:8)± FG r ��,� 196.00 TC 196.20 TW TC 196.20 TW __._. , 10 "CF 195.16 FS, HP 195.70 FS 195.52 FS 195.82 TC 196.00 TW (193.9)± FG 195.20 FS 196.13 TC -a 195.68 FS '19u`.17j 15 -� A MN 195.32 FS 195.63 FS o e' a .'. 196.60 ± TG ' JOIN O o 0 196.10± FS ADA :. �c P F o o D TRAVEL 2.3% ° .. - '- - -_ COLORED JOIN 196.81 TC CONCRETE 195.84 ± FS 196.18 ± TC 1 JOIN 196.31 FS SIDEWALK 196.30 TC 195.43 FS JOIN 195.67 ± FS (SEE ARCH. DETAILS) 195.80 FS JOIN 195.44 ± FL 196.20 TW ' ___ _.__ -_._ _ 195.65 FS 95.60 FS n ±_ 196.20 TW ;f LIMITS OF 195.58 Fs CONSTRUCTION GRADING TRAILER !''; 193.52 TWA ___.. 193,34 FS PROVIDE 3% ± i GRADED SWALE ` �I 2 ' JO S REMOVE AND DISPOSE OFFSITE �- 194.87 TW - JOIN IN B i ._____ _ _ _ __ -._ _�__ r 193.42 FS 01 ®E RELOCATE "s , _ _ _- ._____ ___ _.. _ -.i_ . _ _. ____. _ _ __ - j19'4:6)± FG .1j T93 30 ± JOIN BS PLOTABLE EASEMENT ITEM No. PER TITLE REPORT `' � ^ t 193.53 TW '� atJs EXIST. CONTOUR 194.87 TW 193. 37 FS N. =NORTH R = PROPERTY LINE 21000' R) = RECORD DATA S = SEWER LINE 193.47 FS S. = SOUTH --t CENTERLINE :71T000' M = "'MEASURED RATA SO = STORM DRAIN LINE 194.5 ± -F"G TRANS= TRANSFORMER E. = EAST R/W = RIGHT OF W/t9'Y 210.00 PRO. = PRORATED DATA T = TELEPHONE LINE u 4 LEGEND TRW = TOP OF RETAINING WALL W. = WEST 0 = DELTA 210.00' C. = CALCULATED DATA W = WATER LINE \' - CHANGE NO.I „ _ n A / DESCRIPTION AB = AGGREGATE BASE CO = CLEANOUT FG = FINISHED GRADE HP - CCNiCFiETE SCB = SIGNAL CONTROL BOX TW = TOP OF WALL _, = RADIUS (427.00) TC = EXISTING ELEVATION QROVESS /ohf AC = ASPHALT CONCRETE DCV = DETECTOR CHECK VALVE FH = FIRE HYDRANT HT = HEIGHT OHW = OVERHEAD WIRE SMH = SEWER MANHOLE UG = UNDERGROUND S'LY = SOUTHERLY L = LENGTH 427.00 TC = DESIGN ELEVATION BMP AREAS ARE TO BE PRIVATELY �0 S. py ,oared ay.• " ��' �yc Plan Pre BLK = CONCRETE BLOCK DS = ROOF DOWNSPOUT FL = FLOW LINE ICV = IRRIGATION CONTROL PB VALVE = PULL BOX SPK = SPIKE UP = UTILITY POLE E'LY = EASTERLY T = TANGENT BMP AREA MAINTAINED AND THE FACILITIES NOT ��Q 49 BS =BACK OF SIDEWALK IP EG =EDGE OF GUTTER FS = FINISHED SURFACE = IRON PIPE PCC = CONCRETE SW AC RAMP T ✓ A P = VARIABLE WILY = WESTERLY M = MEASURED DATA -CAN- = CABLE TV LINE TO BE MODIFIED OR REMOVED �, WITHOUT A PERMIT FROM THE CITY. No. 75205 CB =CATCH BASIN EP =EDGE OF PAVEMENT GB =GRADE BREAK LS SYM66LS = POST INDICATOR VALVE TC = TOP OF CURB W = WASHER i F' = CALCULATED DATA E = ELECTRICAL LINE a CivflEngineers and Lands I =CURB FACE ,0. FIRE HYDRANT L &T = LEAD & TAG PL = PROPERTY LINE TE = TRASH ENCLOSURE 0 TO STREET }LIGHT =WOOD FENCE S/0 =SOUTH OF (RAD)= RADIAL BEARING G = GAS UNE E GRASS AND LANDSCAPE AREAS DESIGNED FOR STORM {c v.12 -31 -2013 ,� CL 04 TRAFFIC SIGNAL FDC =FIRE DEPT. CONNECTION GR =TOP GRATE MH = MANHOLE RD = ROOF DRAIN TP = TELEPHONE POLE yyM =WATER METER E/0 =EAST OF PRO = PROPORTIONATE - GB -GB- = GRADE BREAK LINE WATER POLLUTION CONTROL SHALL NOT BE MODIFIED srq CIV11 �a�P 265 S.AnNopn,sulk111,Orange,CA.9 �c �-o TRAFFIC SIGNAL rte' 1 ARM & POLE:> = CHAIN LINK FENCE FF = FINISHED FLOOR GV = GAS VALVE - A t = REDWOOD HEADER TRAN = TRANSITION WV = WATER VALVE W/O = WEST OF MEASUREMENT - R -R- =RIDGE LINE �x LIGHT STANDARD APPROVED DATE BENCHMARK - - -- SCALE DESIGNED BY: UTILITY POLE CHECKED ev: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT C GUY WIRE & SMH JPH SM H ANCHOR: ��. O p WATER METER ' GM GAS METER s',,, r�:} + 1 > q C° ,�� t� IC � WATER VALVE ' ;tb.£s�?1 •5 �� `. __ __ UNDER SUPERVISION DATE: R.C.E. _ _ � +" ,.?� FS''�., r I A GAS VA ;._ �_- PB., � FULL X > �N -.,-�' 61 r RECORD FROM: ® GRATE INLET i•' ELEVATION: 187.89' DATUM: CCS83 , SIGN - = - -- VENT 12/31113. DATE: DATE PLANNING CASE NO: 10 -127 MUP / DR / CDP _ _ _._� - OS SEWER MANHOLE Q STORM DRAIN MANHOLE O TELEPHONE MANHOLE i - - - MH MANHOLE rcY Co SEWER CLEANOUT �., Ow MONUMENT WELL ® HANDICAP PARKING STALL - -'- - - -- - - - - -- --- - - - - -- - = _..__ Q LANDSCAPED AREA © PROTECT IN PLACE TW= 196.30 S� 195.59 TC - W ' 195.76 TW ® DEEPENED FOOTING 195.09 FS V 194.7 FG PER STRUCTURAL DETAILS C) OR h�oN g.% 3:1' SECTIONS ON SFfiEET 7 r„ cq m h• v LP A�•* - - , b. o, ,} oh a 194.30 FL ., •�� " ''` CONSTRUCTION NOTES ON SHEET' 10 =+- ° s 194.85 TC 01 195.14 6ti 1.8% TC - 194.86 TC 194.35 FL / �°� 194.84 FS . 194.36 FL 1 , (SITE /HORIZONTAL °CONTROL PLAN) b I �9, F 195.18 TC 27 ' ' 194.68 FS : 195.13 TC , 19463 S 195.84 FS ❑ ❑ 2� o 194.93 TC `. tit ',, S S 5, 6, %, aC `; 8 0 0� 194.43 FL „ (I PI . -. 195.35 TC u o •194.85 FS ,y JOIN- -195 TC JJOTF' EXISTING GRATE IMLLT IS HIGHER 194.77 FS ( 'THAN ADJAamr FLOW L WE3. 3M 195.33 FS 1 194.33 RIM ' 195.54 FS , , y , _._ 195.15 TC �° 183.83 INV 4 It SHEET 7 SErcT10N 8r0 FOR NAIL - - GEI pll 2 �_ b 194.65 FS 177.28 INV 195.39 FS lErl TC G'. .195.12 TC 195.80± t 194.89 EL , 1.4%_ -yo FS 194.62 FS 194.4 ± FG 6 CF 194.95 EG 5 CF 9h�go TQ ': '195.23 T 195.00 TC HP \' JOIN 195.49 ± JOIN 195.39 ± °.. " 194.73 FS 194:50 FS❑ 195.21 TC ' R TC o TC o "194.97 S <Z1 1 J F 195.15 TC -- R 4 "CF , N g4 g -f5% 194.85G 194.65 FL 4" CF 194.80 TC 189.48 194.47 FG { 0.7% .7% CR Sy, 194.17 FL /GB s^e 19 8 r 193.9` GR " s ; �,� g, 0 CF 195.21 TC G �q� „ FG 3:1 190.60 INV J i <' F / 194.85 FL ° 194.71 FL ti�F� :,=' 194.25 . / CO 194.91 EG 6 "CF oh'�1°j GR JOIN 4 CF / NOTE: °j 194.17 FL /09 �� 5,. BO OM I 194.7 TC t 194.96 t F / 4% MAX. 19413 FL /GB 19408 R 194.39 FG JOIN ?GUTTER �� '1.9% : dl° 195.11 t EG / rn� 0A° 0 90.40 HIKE -UP Oe C / 195:47 TC a . h�INV -I / PARKING 194.97 FS 1. GB � 3.1% 19412 194.58 TC 194.772 2 TC / FS GB 1944 08 FS 194.22 FS 195.35 FS' ^ �• 195.05 TC 0 "CF S/ GB c GB 194.55 FS G 194.01 FS 194.83 TC ; o '�j� 194.54 RIM • 195.49 ± FS � 194.33 FS DEEPENED CURB JOIN FS I a 7 FS 5.57 ± 195.5 FS oo �`' 194.76 FS 183.99 INV 195.67 ± ..- ,_ � 5 ° �o�• �.,, GB 194.67 TC j � b ,, 1, ' 17 FS \ MpX 5#.., .. ❑ 194.17 FS 195.61 t OF �� , JOIN FS \ 196.00 TC I t I,y 196420 TW 195.63 FS V F � 1, \ > > 195.46 TC 10 "CF q 95.18 FS 3 194.96 FS (193:8)± FG r ��,� 196.00 TC 196.20 TW TC 196.20 TW __._. , 10 "CF 195.16 FS, HP 195.70 FS 195.52 FS 195.82 TC 196.00 TW (193.9)± FG 195.20 FS 196.13 TC -a 195.68 FS '19u`.17j 15 -� A MN 195.32 FS 195.63 FS o e' a .'. 196.60 ± TG ' JOIN O o 0 196.10± FS ADA :. �c P F o o D TRAVEL 2.3% ° .. - '- - -_ COLORED JOIN 196.81 TC CONCRETE 195.84 ± FS 196.18 ± TC 1 JOIN 196.31 FS SIDEWALK 196.30 TC 195.43 FS JOIN 195.67 ± FS (SEE ARCH. DETAILS) 195.80 FS JOIN 195.44 ± FL 196.20 TW ' ___ _.__ -_._ _ 195.65 FS 95.60 FS n ±_ 196.20 TW ;f LIMITS OF 195.58 Fs CONSTRUCTION GRADING TRAILER !''; 193.52 TWA ___.. 193,34 FS PROVIDE 3% ± i GRADED SWALE ` �I 2 ' JO S REMOVE AND DISPOSE OFFSITE �- 194.87 TW - JOIN IN B i ._____ _ _ _ __ -._ _�__ r 193.42 FS 01 ®E RELOCATE "s , _ _ _- ._____ ___ _.. _ -.i_ . _ _. ____. _ _ __ - j19'4:6)± FG .1j T93 30 ± JOIN BS PLOTABLE EASEMENT ITEM No. PER TITLE REPORT `' � ^ t 193.53 TW '� atJs EXIST. CONTOUR 194.87 TW 193. 37 FS N. =NORTH R = PROPERTY LINE 21000' R) = RECORD DATA S = SEWER LINE 193.47 FS S. = SOUTH --t CENTERLINE :71T000' M = "'MEASURED RATA SO = STORM DRAIN LINE 194.5 ± -F"G TRANS= TRANSFORMER E. = EAST R/W = RIGHT OF W/t9'Y 210.00 PRO. = PRORATED DATA T = TELEPHONE LINE u 4 LEGEND TRW = TOP OF RETAINING WALL W. = WEST 0 = DELTA 210.00' C. = CALCULATED DATA W = WATER LINE \' - CHANGE NO.I „ _ n A / DESCRIPTION AB = AGGREGATE BASE CO = CLEANOUT FG = FINISHED GRADE HP = HIGH T N &T = NAIL & TAG SCB = SIGNAL CONTROL BOX TW = TOP OF WALL N'LY = NORTHERLY R = RADIUS (427.00) TC = EXISTING ELEVATION QROVESS /ohf AC = ASPHALT CONCRETE DCV = DETECTOR CHECK VALVE FH = FIRE HYDRANT HT = HEIGHT OHW = OVERHEAD WIRE SMH = SEWER MANHOLE UG = UNDERGROUND S'LY = SOUTHERLY L = LENGTH 427.00 TC = DESIGN ELEVATION BMP AREAS ARE TO BE PRIVATELY �0 S. py ,oared ay.• " ��' �yc Plan Pre BLK = CONCRETE BLOCK DS = ROOF DOWNSPOUT FL = FLOW LINE ICV = IRRIGATION CONTROL PB VALVE = PULL BOX SPK = SPIKE UP = UTILITY POLE E'LY = EASTERLY T = TANGENT BMP AREA MAINTAINED AND THE FACILITIES NOT ��Q 49 BS =BACK OF SIDEWALK IP EG =EDGE OF GUTTER FS = FINISHED SURFACE = IRON PIPE PCC = CONCRETE SW = SIDEWALK VAR = VARIABLE WILY = WESTERLY M = MEASURED DATA -CAN- = CABLE TV LINE TO BE MODIFIED OR REMOVED �, WITHOUT A PERMIT FROM THE CITY. No. 75205 CB =CATCH BASIN EP =EDGE OF PAVEMENT GB =GRADE BREAK LS = LIGHT STANDARD PIV = POST INDICATOR VALVE TC = TOP OF CURB W = WASHER N/0 =NORTH OF C = CALCULATED DATA E = ELECTRICAL LINE a CivflEngineers and Lands CF =CURB FACE FD =FOUND GM =GAS METER M L &T = LEAD & TAG PL = PROPERTY LINE TE = TRASH ENCLOSURE W'DF =WOOD FENCE S/0 =SOUTH OF (RAD)= RADIAL BEARING G = GAS UNE E GRASS AND LANDSCAPE AREAS DESIGNED FOR STORM {c v.12 -31 -2013 ,� CL = CENTERLINE FDC =FIRE DEPT. CONNECTION GR =TOP GRATE MH = MANHOLE RD = ROOF DRAIN TP = TELEPHONE POLE yyM =WATER METER E/0 =EAST OF PRO = PROPORTIONATE - GB -GB- = GRADE BREAK LINE WATER POLLUTION CONTROL SHALL NOT BE MODIFIED srq CIV11 �a�P 265 S.AnNopn,sulk111,Orange,CA.9 �c CLF = CHAIN LINK FENCE FF = FINISHED FLOOR GV = GAS VALVE NG = NATURAL GROUND RN = REDWOOD HEADER TRAN = TRANSITION WV = WATER VALVE W/O = WEST OF MEASUREMENT - R -R- =RIDGE LINE WITHOUT A PERMIT FROM THE CITY. OF Cp1�Fo APPROVED DATE BENCHMARK SCALE DESIGNED BY: I DRAWN BY: CHECKED ev: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT SMH JPH SM H ' DESCRIPTION: NO.R1800 11 -93 EC LOCATION: CENTERLINE MONUMENT ON EL CAMINO REAL, 0.2 MILE WILY FROM ENCINITAS BLVD. WELL MONUMENT IN LEFT HAND HORIZONTAL: AS NOTED VERTICAL: AS NOTED PLANS PREPARED "CI UNDER SUPERVISION DATE: R.C.E. OF : 3 -13 -12 NO.: 75205 REVIEWED BY: ILA • MASIH MAHER, C42519 3/L7/12- 0�_Tr LAWRENCE A. WATT PU C WORKS DIRECTOR RL� (E ! Z �- GRADING PLAN 1 FOR: 194 N. EL CAMINO REAL CHICK -FIL -A RESTAURANT APN 259 -421 -34/35 'TURN POCKET GOING S'LY ALONG EL CAMINO REAL. RECORD FROM: ELEVATION: 187.89' DATUM: CCS83 BIAS EXP.: 12/31113. DATE: DATE PLANNING CASE NO: 10 -127 MUP / DR / CDP , m 1 N V 00 ao (V QD U 1 ZwO 0z I Ld UO� O� Cn ¢�� w a XW Lr) o Lo o I 1 U Q rn N «7 o (0 r- N a i` CJ r �L � o a M 3 -o a a 0 0 ai I 0 0 m 0 V a i DRAWING NO.. 11073 -G SHEET 3 OF 1A LEGEND SYMBOLS X AB = AGGREGATE BASE P,CC = CONCRETE R PROPERTY LINE A FIRE HYDRANT QS SEWER MANHOLE NOTICE TO CONTRACTOR AC = ASPHALT CONCRETE PIV = POST INDICATOR VALVE- CL CENTERLINE ' BLK = CONCRETE BLOCK R W RIGHT OF WAY °-O STREET LIGHT D STORM DRAIN MANHOLE \ ,• PL =PROPERTY LINE -_ 0 THE CONTRACTOR SHALL ASCERTAIN THE TRUE RD =ROOF DRAIN / � TRAFFIC SIGNAL r TELEPHONE MANHOLE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL BS = BACK OF SIDEWALK L _ DELTA O UTILITIES, PIPES, AND /OR STRUCTURES AND SHALL BE CB = CATCH BASIN RWH = REDWOOD HEADER. R = RADIUS TRAFFIC SIGNAL MH MANHOLE i RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE - - ARM & POLE `• }. UTILITIES, SHOWN OR NOT SHOWN HEREON. CF = CURB FACE SCB = SIGNAL CONTROL BOX L = LENGTH co SEWER CLEANOUT'' CL = CENTERLINE SMH = SEWER MANHOLE T = TANGENT LIGHT STANDARD \1 aPO6tANtt+o1 CLF =CHAIN LINK FENCE SPK =SPIKE M = MEASURED DATA UTILITY POLE ® MONUMENT WELL\ Section 4216/4217 of the Government CO = CLEANOUT SW = SIDEWALK C = CALCULATED DATA ® HANDICAP PARKING STALL lrt'" code requires a Of Alert Identification TC =TOP OF CURB C GUY WIRE & DCV = DETECTOR CHECK VALVE (RAD)= RADIAL BEARING ANCHOR Q LANDSCAPED AREA 5 Number be Issued before a "Permit to Excavate" will be valid. DS = ROOF DOWNSPOUT TF = TRASH ENCLOSURE yyM 1- PRO = PROPORTIONATE WATER METER ® PROTECT IN PLACE For your Dig Alert I.D. Number call EG = EDGE OF GUTTER TP = TELEPHONE POLE MEASUREMENT ❑ U Service Alert GM REMOVE AND DISPOSE OFFSITE t, TOLL FREE 1- 800 - 422 -4133 EP = EDGE OF PAVEMENT TRAN = TRANSITION- (210.00' R) = RECORD DATA p GAS METER Two working days before you dig TRANS= TRANSFORMER E RELOCATE g Y v g FD = FOUND TRW =TOP OF RETAINING WALL 210.00' M. = MEASURED DATA WV WATER VALVE FOG =FIRE DEPT. CONNECTION 210.00` PRO. = PRORATED DATA p GAS VALVE © PLOTABLE EASEMENT ITEM ` FF = FINISHED FLOOR TW = TOP OF WALL 210.00' C. = CALCULATED DATA No. PER TITLE REPORT FG = FINISHED GRADE UG = UNDERGROUND PB PULL BOX ?k FH =FIRE HYDRANT UP = UTILITY POLE 427.00 TC = EXISTING ELEVATION ❑ J ( ) EXIST. CONTOUR VAR = VARIABLE 427.00 TC = DESIGN ELEVATION 15 GRATE INLET FL = FLOW LINE SIGN �� FS = FINISHED SURFACE W = WASHER -CAN- = CABLE TV LINE Yci.0 DESIGN CONTOUR GB = GRADE BREAK WDF = WOOD FENCE E = ELECTRICAL LINE VENT f, GM = GAS METER WM = WATER METER G = GAS LINE WV WATER VALVE - GB -GB- = GRADE BREAK LINE BMP AREAS ARE TO BE PRIVATELY GR =TOP OF GRATE _ ' GV = GAS VALVE - R -R- =RIDGE LINE BMP. AREA' ;: MAINTAINED AND THE FACILITIES NOT HP = HIGH POINT N. = NORTH S = SEWER UNE r f f TO A PIERMIITRFROM THE CITY. _ HT = HEIGHT S. = SOUTH SO - = STORM DRAIN LINE _ r t ICV = IRRIGATION CONTROL E. = EAST T TELEPHONE UNE GRASS AND LANDSCAPE AREAS DESIGNED FOR STORM _ - VALVE W = WEST W =WATER LINE WATER POLLUTION CONTROL SHALL NOT BE MODIFIED IP = IRON PIPE N'LY = NORTHERLY WITHOUT A PERMIT FROM THE CITY. LS = LIGHT STANDARD S'LY = SOUTHERLYt t - 4 f. L &T LEAD & TAG E'LY - EASTERLY ( \ MH = MANHOLE W'LY = WESTERLY \ r s NG = NATURAL GROUND N 0 = NORTH OF �• �� N &T = NAIL & TAG S/O = SOUTH 4 OF t OHW = OVERHEAD WIRE L 0 EAST OF C. E = ` 11� W 0 WEST OF _ PB =PULL BOX I = _ __ __ ___ _...._� i ," �:-� _,.. -�.J k, \1� _ - t LANE , c C,A`V . no Ile- ,# , � j 188.66 TC M O JOIN u 1 t° 188.20 FL 1r, 087.42) � �R 5't #' -- -° k - , 4- 1 SECTIONS ON SHEET 7 4 �l CONSTRUCTION NOTES ON SHEET 10 (SITE /HORIZONTAL CONTROL PLAN) e f SITE DETAILS ON SHEETS 5, 6, 7, & 8 r EASEMENT NOTES ON SHEET 10 ` (SITE /HORIZONTAL CONTROL PLAN) .�\,r l I•f .h GRAPHIC SCALE -•!!� 10 0 5 10 20 IIIIIIIIIIII-AEL AM MEOW ( IN FEET ) 1 inch = 10 ft. tirosvtt ' r' r � ZY 1 � r ADA CURB RAMP PER S.D R S D STD G -28, TYPE A -1. S D R S D `f v 0 "CF SAN DIEGO REGIONAL ± 't 88.38 TC FL STANDARD DRAWING , _ - - RIM 8 45 TC FL $J_ r RIA TOP o. �1 °- .l"�'� r' ,, .<`1�'3;•u NF! o o A 188.97 TC JOIN VIA ,-- LIMITS OF GRADING _ ~ � "" `' `' �" �. � 188.81 FS > 188 48 FL r OF UTILITIES ROUNDING \ \t.lti M o`r . >` / E! SEA WW 1 { at, � /�Ti_,� Fop- "Al - i -. • 1 .._..___._. __...__..___ _ '. - .- _.,_ t. i -' °.. _,. ___ ".- ".__`_. ._.. ' ,.. ._-� F�?a" ✓.- "P�"�'I',d�y`... 188.88 ?,af /1 I•lIR �POLE L'S7, k ` ' \\ - LIMITS OF �� -" i •,r �1s o�i �i� i ( �::. -. r _..° � .. - � �:- ._ - .r� - :�. 'i-�� __.,... _ _FS 188.95 FS �y A GRADING �t 1187.47) 1 il _ ❑ ON P i_Lc.. v -1 i) TOP J T_ 191.36 f TW MATCH t`" _.-. .. -_mss _. _ �P _ _- °.. --�- j 191.1 fFG�XIS 188 88 FS i x _ 3 c Y 1_.._ -�- MATCH EXIST 1912 t FG - l `� _,. _ C. -8 - -- "fc JOIN v_,, n m R W _ / *.._.'-,.. >... �.� - ..�.r° ,� ,.�?�a -` �`. ''. -k�� , ��,.. 1� :u'••\ � L-` " .__ h.9.3i.___ ,�'.. _._._ �. i1,�7 r�' T,� ___. 191.28 t TW MATCH - - EXIST. JOIN `, ��.`_� ,}, ��'• ; <. _._i�? \. 191.o ±FG u,7 LIMIT I T S O Fit;NDiCAP- MATCH EXIST. GIRADIN..G SlGid \ r JOIN 195.19 t'TW % 1 _ ti t (194.2)± FG'' S 5 ^94 } ic" / _ f u HL'.StU i T'�_._...._ w.; ! ..,. _- 13 - -- .---= - { -' t,ii'` 1� Wr,.LL 192.93 f FS I (` it ' 191.50 }; r'$ a° MATCH EXIST. _.` \ _.._.`y -- _` g 44.1: , °..� __ ;! : 193.08 f FS I I ` - 1,19024, F`. 19519 t TW - -; i a' I 194.50 TC _ 1 , ti. _. ? I I JOIN 193.79 t FS TOP OF 4 I I 194.00 FL `` SLOPES 194.52 1.7 \ a1,, 195.89 TC trt' TC - - - - - - ` � �,. \ _- ..195.39 FLT � � � } ce��rx0laa, - -- _,-- = - - - -- --=- `=-- - - - - -- � 19402 FL � '' HP � 'yon \4 195.93'TC.. �; rn. y. �a JOIN GB S4� \ a ._ rn r a 191.19 t TC u „_:. F •, 193.30 t FS 190.10 f FS I JOIN 194.11 FS ❑ L 1 SS 190.73 f FS 193.43 f FS 195.00 TC '. f ` 05X �co , \ h ; I JOIN i I GB GB 195.81 TC T� 195 43 F \ f JOIN 194.50 FL w ❑195.31 FL " ' 1� 94.43 FS 3 :1 , • �� t _ 195.61 ° 6 "CF �l ° J ' \ 194.30 0 0 "CF 190. 2 INV r I 195 63 FS.' N S ,, ,: 1.5X 4.SX $ " -0 "CF' 195.63 FS , F p� ti• m TI �E_:Frkry, 4, I o� �L FS a, �' I 194.79 ti 3 a j1 _,., I O "CF o o _� °§ D 194.81 FS 195.7 0 "CF " It r 1 19 t"z 7W 'c''' JOIN 192.59 t TC E \ I HP 195.65 FL` 6py , �s 1 , z W00C POS T I \ _._- FG v ,. ' 0CF 3:1 •, r 9 t S C: nG. BASE ° I CHICK -FIL -A 9R,t11 F< a- o 195.37 TC GB w� 19517 FL` tj % - - , -± I 194.87 FS ❑ BUILDING 4 "CF 0° MAX 3:1 ;I } -` i 195.73 TC 2:1 \ 1, j - °` t'- 195.04 RIM ' FF= 195.80 INVERT 05- INCH, 194.30 GR 195.40 FS tii < I ABOVE F.S. 190.62 INV _ €'k �3n' Z - 194.91 FS �- 6 -INCH STEM WALL PER 2% 93.05 TC -" _� • -' - - -- - 92.55.E _ 1 i- -7 I 1 5.65 TC 0 "CF GBH 3 ! IN i FS W=196R L DETAILS195.9 195.02 FL ' r } DEEPENED y 2; I 192.37 t FS 3,1% ,� iX ) 195:15 FS FOOTINGFG 19 2% �G f 195.75 , - 5.7 PER STRUCTURAL DETAILS- r♦ i 193.49 TC T5' ._� _� - ? .. i ® FG .! a F� 2:1 Viennese SEE SHEET 3 Qv°Nq, 5 No. 75205 ;t Exp. 12 -31 -2013 1 IN ■ M ■N i INS IN CHANGE NO. DESCRIPTION APPROVED DaT€ BENCHMARK SCALE DESIGNED BY: DRAWN BY: CHE KED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT. DRAWING NO. sMH JPH sMH AS -Wlu "! 3 (ce ( DESCRIPTION: NO.R18OO 11 -93 EC LOCATION: CENTERLINE MONUMENT ON EL CAMINO REAL 0.2 MILE N'LY FROM ENCINITAS BLVD. WELL MONUMENT IN LEFT HAND HORIZONTAL: AS NOTED VERTICAL: AS NOTED PLANS PREPARED UNDER SUPERVISION OF DATE: 3 -13 -12 R.C.E. NO.: 75205 CRAIG S. DI BIAS EXP.: 12/31/13 REVIEWED BY /(/(� AA j, MASIH MAHER, C42519 ILL-AWRIENCE A. 3/ ZT' PU I WORKS D= RECI9R Z �. E QR -, DATE DATE GRADING PLAN 2 FOR: 194 N. EL CAMINO REAL CHICK -FIL -A RESTAURANT APN 259 - 121 -34/35 PLANNING CASE NO: 10 -127 MUP / DR / CDP 11 O %3-G - TURN POCKET GOING S'LY ALONG EL CAMINO REAL. RECORD FROM: ELEVATION. 187.89' DATUM: CCS83 SHEET 4 OF �w 0 0 a a V 3 a: c� 0 0 0 0 / a 0 w 0 w U 0., it ■ N O 3I-- -i 1'-0' WHITE REFLECTIVE TRAFFIC PAINT 1 PAINT SOLID ti NOT TO SCALE Ao STOP SIGN WHERE INDICATED (30" x 30 ") STOP BAR Will SOLID LETTERS UNI 6" WIDE STRIPING PA LE' "STOP" GRAPHIC ONLY WHERE SHOWN ON PLANS. 3 STOP LINE GRAPH NOT TO SCALE * WHERE SHOWN ON PLAN, L.. APPROX 314" CONSTRUCT TRUNCATED DOME DETECTABLE WARNING (PER DETAIL 7 HEREON). 114" 4b __U LJ • 10EIC GROOVE DETAIL FIGURE E 12" WADE GROOVE BAND " EXPANSION" CONTROL JOINT JOINT 4 m 4• 1 c SMOOTH TOOLED FINISH �I BROOM FINISH CONCRETE DISTANCE VARIES AROUND ALL EDGES (TYP) ~z 8 w FBI Q T U 1.8% 0 0 0 O �o 010 0 O 46 , GRADE BREAK * BASE UNDER LAYMENT SHALL BE PLACED UNDER WALKS, CURBS, AND GUTTERS AS o Y 1 ¢ REQUIRED BY THE SOILS ENGINEER AND PUBLIC AGENCY. CONTRACTOR SHALL 9 w VERIFY PRIOR TO CONSTRUCTION. rO I o TYPICAL CONCRETE SIDEWALK U SURFACE AREA INSIDE OF SEE SITE/HORI20NTAL `� NOT TO SCALE OADING ACCESS AISLE TOOLED EDGE TO CREATE CONTROL PUN FOR ADDITIONAL NOTES �� 0 P 6.0' 1. CONCRETE SHALL BE 3 PICTURE FRAME EFFECT SIDEWALK PATTERN CLASS 560 -C -3250 U UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN NEW JOINT PATTERN. _ 4' 6 "x6 "x6 GAUGE WELDED ' 3000 PSI COMPRESSIVE HARE FABRIC ANSION JOINTS AT 40' MAX. AND ALL P.C.'s, I a STRENGTH CONCRETE 2. CONCRETE FOR CURBING SHALL ( (CUT OR FILL) TO THE FACE OF CURB ci 06 W DRIVE -THRU GRAPHICS -12� -- �' �' -- 12"I -- a THICKNESS MAY BE INCREASED AT THE EDGE NOT TO SCALE OF PAVEMENT TO MAKE BOTTOM OF GUTTER I to a PARALLEL WITH PAVING OF BASE COURSE. •� NOTICE TO CONTRACTOR * li * B BASE UNDER LAYMENT SHALL BE PLACED UNDER WALKS, CURBS, AND GUTTERS AS THE CONTRACTOR SHALL ASCERTAIN THE TRUE R REQUIRED BY THE SOILS ENGINEER AND PUBLIC AGENCY. CONTRACTOR SHALL VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL V VERIFY PRIOR TO CONSTRUCTION. UTILITIES, PIPES, AND /OR STRUCTURES AND SHALL . BE " PREMOLDED EXPANSION CONTROL JOINT RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE JOINT FILLER, ALL EDGES * A.B AS REQUIRED SQUARE. IMPORTAN71denfificattn S Section 4216/4217 rnment EXPANSION JOINT CONTROL JOINT Code requires a Dig fication N * BASE UNDER LAYMENT SHALL BE PLACED UNDER WALKS, CURBS, AND GUTTERS AS o Y 1 ¢ REQUIRED BY THE SOILS ENGINEER AND PUBLIC AGENCY. CONTRACTOR SHALL 9 w VERIFY PRIOR TO CONSTRUCTION. rO I o TYPICAL CONCRETE SIDEWALK U TIN THE LOADING AND L `� NOT TO SCALE OADING ACCESS AISLE VT THE WORDS "NO A ADDITIONAL NOTES �� 0 P PARKING 1. CONCRETE SHALL BE 3 3. CONTRACTION JOINTS AT 10' -0" O.C. TOOLED 1/4' (±1/16",-O) WADE, 1' OR MAX. CLASS 560 -C -3250 U UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN NEW JOINT PATTERN. _ D/4 DEEP WHICHEVER IS GREATER. 4 _ ANSION JOINTS AT 40' MAX. AND ALL P.C.'s, I INSTALLATION SHALL BE REFERENCED 2. CONCRETE FOR CURBING SHALL ( (CUT OR FILL) TO THE FACE OF CURB HAVE A MINIMUM COMPRESSIVE 5 5. AT CONTRACTOR'S OPTION THE GUTTER STRENGTH OF 3250 P.S.I. AT 28 DAYS. T THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER PARALLEL WITH PAVING OF BASE COURSE. NOTICE TO CONTRACTOR * ** GUTTER HIKE -UP TO BE 0.5" (2 %) IN ADA PARKING AREAS. * B BASE UNDER LAYMENT SHALL BE PLACED UNDER WALKS, CURBS, AND GUTTERS AS THE CONTRACTOR SHALL ASCERTAIN THE TRUE R REQUIRED BY THE SOILS ENGINEER AND PUBLIC AGENCY. CONTRACTOR SHALL VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL V VERIFY PRIOR TO CONSTRUCTION. UTILITIES, PIPES, AND /OR STRUCTURES AND SHALL . BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE - UTILITIES, SHOWN OR NOT SHOWN HEREON. IMPORTAN71denfificattn S Section 4216/4217 rnment - C Code requires a Dig fication N Number be issa " "Permit to Excava alid. 4 I or your Ig IT . um or ca PAINTED LINE Underground Service Alert NON- REFLECTIVE (TYP.) TOLL FREE 1- 800 - 422 -4133 Two working days before you.dig. 36" SQ. PAINTED HANDICAP SYMBOL ---- E I & NO PARKING GRAPHIC NOT TO SCALE FULL WIDTH 8 SPACES OUT TO OUT 1.2 1.2625" 3.00" ® 3.00" O/C NOW 3.00" C4 14 DOMES ® 1.670" O/C INTERNAL EMBEDMENT NOTES TO FLANGE 9 PER TILE 0.625 N D TAIL -1 - 1. CURB RAMP RUNNING SLOPES - SHALL NOT BE STEEPER THAN 1:12 U A AND CROSS SLOPE SHALL BE 2X OR FLATTER. a ,� p ®® ® ® ® ® ® ® ® ® ® ®® _ 2 DETECTABLE WARNING SURFACES M d a ® ®- ® ® ® ® ®o ®o 0 0 0 O SHALL BE CONSTRUCTED BY 0000e00000000 TEXTURING PRODUCTS CONFORMING ® ® ® ® ® ® ® ® ® ® ® ® ®® TO PROWAG R304. TRANSITION r ® ® ® ® ® ® ® ® ® ®o ® ®® • : SLOPES ARE NOT TO HAVE Z o o ®o ®o ®0 0 0 0 0 0 0 p O DETECTABLE WARNINGS w °z ® B ® ® ® ® ®o ®o ® ® ® ® ®® In of CONTRACTOR SHALL CONFIRM ® ® ® ® ® ® ® ® ® ® ® ® ®® B n O N ® ® ® ® ® ® ® ® ® ® ® ® ®® 0.1875" DIA. x 0.0625" HIGH LOCAL CEDES ARE MET. w 3. WHERE A CURB RAMP IS ® ® ® ® ® ® ®o ®00000 -1 • ® ® ® ® ® ® ® ® ® ® ® ® ®® J MICRO- TEXTURE UNDERSIDE CONSTRUCTED WITHIN AN EXISTING j M p ® ®o 0 0 0 ® ® ® ®� ® ®® OF TILE 0.625 0.625" - CURB, CURB & GUTTER AND /OR LL ® ® ® ® ® ® ® ® ® ® ® ®oo 0.825" DIA. HOLES A THROUGH EMBEDMENT SIDEWALK, THE EXISTING CURB & NGES REFLECTED PLAN GUTTER SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE CURB N ^ 1.2625" 1.670" TYP. TRANSITIONS OR TO THE EXTENT THAT NO REMAINING SECTION OF 262570 "TTYP. ct 4 �� 1.670" TYF2625" °r CURB OR CURB & GUTTER IS LESS _ O THAN 5' LONG. THE EXISTING 000000 000000000 000 SIDEWALK SHALL BE REMOVED TO e 000000 000000000 000 THE NEAREST JOINT BEYOND THE 1 N THA 000000 000000000 000 TRANSITION SLOPE ^3 ro OR TO THE EXTENT AT NO �O' N 00000 0 0 0 0 O REMAINING SECTION OF SIDEWALK IS 0000 0 0 00 0 LESS THAN W. " 0.1875" DIA. VENT " 4, THE PLAN MUST PROVIDE FOR 0.1875 0.625" HOLE THROUGH HOLE (ONE PER 0 0 0 0 o O O 0 O DETECTABLE WARNING SURFACE EMBEDMENT FLANGES AS 00 0 000 rn SHOWN IN REFLECTED PLAN CELL EACH SIDE) 000 000 O O O 000 o COLORS OR MATERIALS THAT - SECTION A -A 0000 :5 o o o o o O e CONTRAST EITHER DARK ON -LIGHT, 90' POINTS = O O O O O 0 0 0 0 0 0 0 OR LIGHT -ON -DARK. e " " a " O 5. TRUNCATED DOMES TO BE p 1.2625.670 TYP.0.045" HIGH 0.1875" DIA. IO 1.670" TYIP2625 00000 0 0 0 0 0 0 0 0 0 O 0 0� INSTALLED USING ARMOR TILE CAST N VENT HOLE (ONE a O O O O 000000000000000 d' IN PUCE DOME TACTILE TILE PART O PER CELL EACH N O O O NUMBER ADA -2424 OR OTHER SIDE O n 00-0 00 000000000 OOOg 40 EQUIVALENT APPROVED MATERIAL. 000 O 0000000 O O PREFERRED MANUFACTURER ARMOR 'n 00 0 0 00000 O TILE TACTILE SYSTEMS LANCE M 0 0 0 000 MITCH89919- 622 -4615 UNLESS 00 0o 0o PAVERS ARE REQUIRED. 0 CONTRACTOR TD VERIFY THAT • 3.00" .TYP. 3.00" 000 0 0 HANDICAP RAMPS MEET LOCAL in 0..00. 0000 000 O O 0.625" DIA. N CEDES AND ADA REQUIREMENTS, 3.00" HOLE INTERNAL EMBEDMENT NOTE: OPTIONAL TO EMBEDMENT FLANGE • 3" 0/C (SEE. SOUND AMPLIFYING 0.09375" 0.09375" O FLANGES AS LAN FOR ORIENTATION) PLATE ADDED BY NOTE: o MANUFACTURER " " FIELD LEVEL SHOWN IN 0.09375 0.09375 REFLECTED PLAN MICRO- TEXTURE SECTION B -B 41 POINTS PER DETAIL -1 SQUARE INCH j� TRUNCATED DOMES - CAST IN PLACE CHANGE NO. - AS- BUILTS VA DESCRIPTION NOT TO SCALE PER CBC FIG. 11B -23A ,PPROVED DATE BENCHMARK SCALE • • i DESCRIPTION: NO.R1800 11 -93 EC LOCATION: CENTERLINE MONUMENT ON EL CAMINO REAL. 0.2 HORIZONTAL: AS NOTED MILE N'LY FROM ENCINITAS BLVD. WELL MONUMENT IN LEFT HAND TURN POCKET GOING S'LY ALONG EL CAMINO REAL. VERTICAL: AS NOTED RECORD FROM: ELEVATION: 181.89' DATUM: CCS83 J -rl 'r52mm (6 "} 203mm (8')I 13mm (1/21 R 51mm (7") 13mm (1/2 ") R ~I 51nvri (2 ") ' Weakened Plane 1 Weakened Joint I I Plane Joint :^n H 3 t2 1 0 1 3 Gutter Line )� �- 0 1 Gutter Une 51mm (2'i E 51 mm (2) E E n 1 M 279mm 11' ~ 3J0mm 137 152mm (61 CURB 203mm (51 CURB Area=0083•n (0.89 Sq. Ft.) Area =O.tm (1.09 Sq. Ft.) FOOTING TO EXTEND 6- INCHES BELOW BOTT MB(WHE E RETEN PPLI BASIN Q^ CURB DETAIL NOT TO SCALE E Width own on Plans 457 m (18 ") min .n r (/"1 rX it G:dler Flevation 13mm 1 2 E ' - _- �51mm 2 j . 52mm (6 ") I t t Weakened Plane Joint I Existing ur6 38mm (1 -'12') except where elevotlOns shown indicate otherwise NOTES: 1. Concrete shall be 308kg/M3 -C -17 -MPa (520- C25C0) 2. See Standard Drawings G -9 and G -10 for joint details LEGEND ON PLANS 3. Slope top or C..rb 535mm ;'/4 ") ner `.Got toward street. 152mm (6 ") Curb Revision By I Approved I Dote RECOMMENDED BY THE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL. STANDARDS COMMITTEE RIG114AL x rCnevG1 2 75 Add Meulc T. 51G ^Lon 03Jo3 ,,ZCr 310112M3 Rarcmlmwed i '' ° ^' °^ D4ro6 CURBS AND GUTTER - SEPARATE C "person R.C.E. 19246 Date DRAWING NUMBER H.C. PARKING H.C. a H.C. PARKING 0 M M U z z w SIDEWALK U � 0 a 6.0' �3� c r' Q . Ca N GO in 5.5 NO F a TO BUILDING ENTRANCE M PARKING STALL LANDSCAPE A. A. PATH OF TRAVEL (TO BUILDING) °a z H 0 6 B RAMP NOTES: (ALL NOTES) 12" WADE GROOVE BAND AT TOP 6 LIGHT BROOM FINISH (TYP.) OF RAMP PER ADA REQUIREMENTS (TYP.) MONOLITHIC CONCRETE ** TRUNCATED DOMES (TYP.) HANDICAP RAMP (3000 PSI) (TYP.) (SEE DET. 7) RAMP SIDEWALK DETAILS NOT TO SCALE N Q L a 0-L,�, w . p w O 15 c Y 51mm (2') y • Weakened Plane L ro 1 joint F OIy 13am (1/2 ") R 3 25.4rnm y o u (� 1" R V v N E c I 8B 63 CURB & GUTTER I NOT TO SCALE C 1 61 Omm (24 ") 0.124sq. m (1.34sq it.) - H I 762mm (301 0.150sc. m 1.61s 11.) * with 152mm (6-) Curb Face NOTES: 1. Concrete shoo ha 108ke /M3 -C -17 -MPa (570 -C -2500) 2. See Stondord Drawings G 9 and G -10 far joint details J. Slope top of curb 6.35mm (1/4 ") per foot toward street B Approved Dole SAN DIEGO REGIONAL STANDARD DRAWING Kerchevol l2 75 IT. Stm ton 103103 d I T. Si.t.n 04/06 CURB AND GUTTER - COMBINED BEE SDG -100 ® 63 CONCRETE CURB AND CONCRETE CURB & GUTTER NOT TO SCALE DESIGNED Bv:- DRAWN BY: SMH c1tEtiMij 1 i SMH JPH ENGINEERING DEPARTMENT APPROVALS PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: DATE: 3 -13 -12 MASIH MAHER, C42519 RENCE A. WATT LEGEND ON PLANS ECOMMENOED 9Y ire: SAN DIEGO EGIONAL STANDARDS COMMITTEE 31dt/SWS rpersm R.C.E. 19246 Cate DRAWING G_Z NUMBER SEE SDG -100 EXISTING 11 �1 CURB HANDRAIL 4' ATOP BLOCK WALL PER ARCHITECTURAL & STRUCTURAL DETAILS LANDSCAPING EXISTING PARKING (A.C. PAVEMENT) HANDRAIL ATOP IM 50 5.0' 4.85 11 °I EXISTING CURB & , -PA GUTTER r EXISTING ' SIDEWALK 1/2" 18" 6" 0" UP TC ELEVATION ADJ. TO CONC. 3l8ACIP ADJ. FL ELEVATION R =1/2" (TYP) FINISH EXPOSED 00 BACK SIDE OF CURB PAVEMENT 1 5' 1 P C C FINISHED GRADE SLOPE PER PLAN * HIKE -UP 3 < S, . n a 6 CF = 6" UNLESS * 1111 IIII 2 -1/2" CLEAR (MIN.) NOTED OTHERWISE m - -I I11 =III =III_ II IIIau #3 REBAR 0 24" O:C. I III -Ili -Ilk , (VERT) & #3 REBAR w 0 HORIZ El II VIII -III_ ( ) III ll III II III` BID- RETENTION 12 O.C. LOCATE ALL BARS MIN. BASIN OF 2 -1/2" CLEAR FROM III " 'y 1 =- -III III III 183,7 F.G. FACE OF CONCRETE III_II - III -11� 11= III =� =� -III II -III =III -III - I1 =III -III- 1= EXTEND TO 6" BELOW -� -�- -� BOTTOM OF SWALE III- III -III- ITT =III- •'I 'm= m= 1Tf_r11_III= I f =m- - - - - - 8" 1. BOTTOM OF CURB TO BE SET ON COMPACTED SUB -GRADE OR NATURAL UNDISTURBED SOIL. 2. FINISH ALL EXPOSED CONCRETE SURFACES SMOOTH. 3. PROVIDE 1/2" EXPANSION JOINTS 0 25' O.C. MAX. AT CURVES, TANGENTS AND CORNERS. 4. CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 'CONSTRUCTION (THE GREEN BOOK) AND THE SPECIFIC REQUIREMENTS OF THE GOVERNING AGENCY. - 6" CURB & 18" GUTTER 8C WITH DEEPENED FOOTING DETAIL NOT TO SCALE No. 75205 A Exp. 12 -31 -2013 ,� Civil Engineers andLandSurveyors �r7 CIVIL ��' .268 S Anita Dr., Suite 111, Orange, CA. 92868 (714)935 -0265 /ax: (714)935 -OI06 Or CA1.tF0 CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. AIL SHEET 1 FOR: 194 N. EL CAMINO REAL CHICK -FIL -A RESTAURANT 11073 -G R.C.E. NO.: 75205 PUB W DIR oR APN 259 - 121 -34/35 CRAIG S. DI BIAS 31 27/ I Z'� EXP.: 12/31/13 DATE DATE PLANNING CASE NO: 10 -127 MUP / DR / CDP SHEET 5 OF 0 b m 00 N z U -0 1n Z O r � 600) O -, � ow Z X ¢ M IQi 3 . X Q' L0 (0 �F04 U Q M LLJ M L0 N u I o. CM a 0 0 c� E- H w q z; 3 -o a cc m 0 0 0 N i 0 i 0 o. w U o, " 0.1875" DIA. VENT " 4, THE PLAN MUST PROVIDE FOR 0.1875 0.625" HOLE THROUGH HOLE (ONE PER 0 0 0 0 o O O 0 O DETECTABLE WARNING SURFACE EMBEDMENT FLANGES AS 00 0 000 rn SHOWN IN REFLECTED PLAN CELL EACH SIDE) 000 000 O O O 000 o COLORS OR MATERIALS THAT - SECTION A -A 0000 :5 o o o o o O e CONTRAST EITHER DARK ON -LIGHT, 90' POINTS = O O O O O 0 0 0 0 0 0 0 OR LIGHT -ON -DARK. e " " a " O 5. TRUNCATED DOMES TO BE p 1.2625.670 TYP.0.045" HIGH 0.1875" DIA. IO 1.670" TYIP2625 00000 0 0 0 0 0 0 0 0 0 O 0 0� INSTALLED USING ARMOR TILE CAST N VENT HOLE (ONE a O O O O 000000000000000 d' IN PUCE DOME TACTILE TILE PART O PER CELL EACH N O O O NUMBER ADA -2424 OR OTHER SIDE O n 00-0 00 000000000 OOOg 40 EQUIVALENT APPROVED MATERIAL. 000 O 0000000 O O PREFERRED MANUFACTURER ARMOR 'n 00 0 0 00000 O TILE TACTILE SYSTEMS LANCE M 0 0 0 000 MITCH89919- 622 -4615 UNLESS 00 0o 0o PAVERS ARE REQUIRED. 0 CONTRACTOR TD VERIFY THAT • 3.00" .TYP. 3.00" 000 0 0 HANDICAP RAMPS MEET LOCAL in 0..00. 0000 000 O O 0.625" DIA. N CEDES AND ADA REQUIREMENTS, 3.00" HOLE INTERNAL EMBEDMENT NOTE: OPTIONAL TO EMBEDMENT FLANGE • 3" 0/C (SEE. SOUND AMPLIFYING 0.09375" 0.09375" O FLANGES AS LAN FOR ORIENTATION) PLATE ADDED BY NOTE: o MANUFACTURER " " FIELD LEVEL SHOWN IN 0.09375 0.09375 REFLECTED PLAN MICRO- TEXTURE SECTION B -B 41 POINTS PER DETAIL -1 SQUARE INCH j� TRUNCATED DOMES - CAST IN PLACE CHANGE NO. - AS- BUILTS VA DESCRIPTION NOT TO SCALE PER CBC FIG. 11B -23A ,PPROVED DATE BENCHMARK SCALE • • i DESCRIPTION: NO.R1800 11 -93 EC LOCATION: CENTERLINE MONUMENT ON EL CAMINO REAL. 0.2 HORIZONTAL: AS NOTED MILE N'LY FROM ENCINITAS BLVD. WELL MONUMENT IN LEFT HAND TURN POCKET GOING S'LY ALONG EL CAMINO REAL. VERTICAL: AS NOTED RECORD FROM: ELEVATION: 181.89' DATUM: CCS83 J -rl 'r52mm (6 "} 203mm (8')I 13mm (1/21 R 51mm (7") 13mm (1/2 ") R ~I 51nvri (2 ") ' Weakened Plane 1 Weakened Joint I I Plane Joint :^n H 3 t2 1 0 1 3 Gutter Line )� �- 0 1 Gutter Une 51mm (2'i E 51 mm (2) E E n 1 M 279mm 11' ~ 3J0mm 137 152mm (61 CURB 203mm (51 CURB Area=0083•n (0.89 Sq. Ft.) Area =O.tm (1.09 Sq. Ft.) FOOTING TO EXTEND 6- INCHES BELOW BOTT MB(WHE E RETEN PPLI BASIN Q^ CURB DETAIL NOT TO SCALE E Width own on Plans 457 m (18 ") min .n r (/"1 rX it G:dler Flevation 13mm 1 2 E ' - _- �51mm 2 j . 52mm (6 ") I t t Weakened Plane Joint I Existing ur6 38mm (1 -'12') except where elevotlOns shown indicate otherwise NOTES: 1. Concrete shall be 308kg/M3 -C -17 -MPa (520- C25C0) 2. See Standard Drawings G -9 and G -10 for joint details LEGEND ON PLANS 3. Slope top or C..rb 535mm ;'/4 ") ner `.Got toward street. 152mm (6 ") Curb Revision By I Approved I Dote RECOMMENDED BY THE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL. STANDARDS COMMITTEE RIG114AL x rCnevG1 2 75 Add Meulc T. 51G ^Lon 03Jo3 ,,ZCr 310112M3 Rarcmlmwed i '' ° ^' °^ D4ro6 CURBS AND GUTTER - SEPARATE C "person R.C.E. 19246 Date DRAWING NUMBER H.C. PARKING H.C. a H.C. PARKING 0 M M U z z w SIDEWALK U � 0 a 6.0' �3� c r' Q . Ca N GO in 5.5 NO F a TO BUILDING ENTRANCE M PARKING STALL LANDSCAPE A. A. PATH OF TRAVEL (TO BUILDING) °a z H 0 6 B RAMP NOTES: (ALL NOTES) 12" WADE GROOVE BAND AT TOP 6 LIGHT BROOM FINISH (TYP.) OF RAMP PER ADA REQUIREMENTS (TYP.) MONOLITHIC CONCRETE ** TRUNCATED DOMES (TYP.) HANDICAP RAMP (3000 PSI) (TYP.) (SEE DET. 7) RAMP SIDEWALK DETAILS NOT TO SCALE N Q L a 0-L,�, w . p w O 15 c Y 51mm (2') y • Weakened Plane L ro 1 joint F OIy 13am (1/2 ") R 3 25.4rnm y o u (� 1" R V v N E c I 8B 63 CURB & GUTTER I NOT TO SCALE C 1 61 Omm (24 ") 0.124sq. m (1.34sq it.) - H I 762mm (301 0.150sc. m 1.61s 11.) * with 152mm (6-) Curb Face NOTES: 1. Concrete shoo ha 108ke /M3 -C -17 -MPa (570 -C -2500) 2. See Stondord Drawings G 9 and G -10 far joint details J. Slope top of curb 6.35mm (1/4 ") per foot toward street B Approved Dole SAN DIEGO REGIONAL STANDARD DRAWING Kerchevol l2 75 IT. Stm ton 103103 d I T. Si.t.n 04/06 CURB AND GUTTER - COMBINED BEE SDG -100 ® 63 CONCRETE CURB AND CONCRETE CURB & GUTTER NOT TO SCALE DESIGNED Bv:- DRAWN BY: SMH c1tEtiMij 1 i SMH JPH ENGINEERING DEPARTMENT APPROVALS PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: DATE: 3 -13 -12 MASIH MAHER, C42519 RENCE A. WATT LEGEND ON PLANS ECOMMENOED 9Y ire: SAN DIEGO EGIONAL STANDARDS COMMITTEE 31dt/SWS rpersm R.C.E. 19246 Cate DRAWING G_Z NUMBER SEE SDG -100 EXISTING 11 �1 CURB HANDRAIL 4' ATOP BLOCK WALL PER ARCHITECTURAL & STRUCTURAL DETAILS LANDSCAPING EXISTING PARKING (A.C. PAVEMENT) HANDRAIL ATOP IM 50 5.0' 4.85 11 °I EXISTING CURB & , -PA GUTTER r EXISTING ' SIDEWALK 1/2" 18" 6" 0" UP TC ELEVATION ADJ. TO CONC. 3l8ACIP ADJ. FL ELEVATION R =1/2" (TYP) FINISH EXPOSED 00 BACK SIDE OF CURB PAVEMENT 1 5' 1 P C C FINISHED GRADE SLOPE PER PLAN * HIKE -UP 3 < S, . n a 6 CF = 6" UNLESS * 1111 IIII 2 -1/2" CLEAR (MIN.) NOTED OTHERWISE m - -I I11 =III =III_ II IIIau #3 REBAR 0 24" O:C. I III -Ili -Ilk , (VERT) & #3 REBAR w 0 HORIZ El II VIII -III_ ( ) III ll III II III` BID- RETENTION 12 O.C. LOCATE ALL BARS MIN. BASIN OF 2 -1/2" CLEAR FROM III " 'y 1 =- -III III III 183,7 F.G. FACE OF CONCRETE III_II - III -11� 11= III =� =� -III II -III =III -III - I1 =III -III- 1= EXTEND TO 6" BELOW -� -�- -� BOTTOM OF SWALE III- III -III- ITT =III- •'I 'm= m= 1Tf_r11_III= I f =m- - - - - - 8" 1. BOTTOM OF CURB TO BE SET ON COMPACTED SUB -GRADE OR NATURAL UNDISTURBED SOIL. 2. FINISH ALL EXPOSED CONCRETE SURFACES SMOOTH. 3. PROVIDE 1/2" EXPANSION JOINTS 0 25' O.C. MAX. AT CURVES, TANGENTS AND CORNERS. 4. CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 'CONSTRUCTION (THE GREEN BOOK) AND THE SPECIFIC REQUIREMENTS OF THE GOVERNING AGENCY. - 6" CURB & 18" GUTTER 8C WITH DEEPENED FOOTING DETAIL NOT TO SCALE No. 75205 A Exp. 12 -31 -2013 ,� Civil Engineers andLandSurveyors �r7 CIVIL ��' .268 S Anita Dr., Suite 111, Orange, CA. 92868 (714)935 -0265 /ax: (714)935 -OI06 Or CA1.tF0 CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. AIL SHEET 1 FOR: 194 N. EL CAMINO REAL CHICK -FIL -A RESTAURANT 11073 -G R.C.E. NO.: 75205 PUB W DIR oR APN 259 - 121 -34/35 CRAIG S. DI BIAS 31 27/ I Z'� EXP.: 12/31/13 DATE DATE PLANNING CASE NO: 10 -127 MUP / DR / CDP SHEET 5 OF 0 b m 00 N z U -0 1n Z O r � 600) O -, � ow Z X ¢ M IQi 3 . X Q' L0 (0 �F04 U Q M LLJ M L0 N u I o. CM a 0 0 c� E- H w q z; 3 -o a cc m 0 0 0 N i 0 i 0 o. w U o, 000 0 0 HANDICAP RAMPS MEET LOCAL in 0..00. 0000 000 O O 0.625" DIA. N CEDES AND ADA REQUIREMENTS, 3.00" HOLE INTERNAL EMBEDMENT NOTE: OPTIONAL TO EMBEDMENT FLANGE • 3" 0/C (SEE. SOUND AMPLIFYING 0.09375" 0.09375" O FLANGES AS LAN FOR ORIENTATION) PLATE ADDED BY NOTE: o MANUFACTURER " " FIELD LEVEL SHOWN IN 0.09375 0.09375 REFLECTED PLAN MICRO- TEXTURE SECTION B -B 41 POINTS PER DETAIL -1 SQUARE INCH j� TRUNCATED DOMES - CAST IN PLACE CHANGE NO. - AS- BUILTS VA DESCRIPTION NOT TO SCALE PER CBC FIG. 11B -23A ,PPROVED DATE BENCHMARK SCALE • • i DESCRIPTION: NO.R1800 11 -93 EC LOCATION: CENTERLINE MONUMENT ON EL CAMINO REAL. 0.2 HORIZONTAL: AS NOTED MILE N'LY FROM ENCINITAS BLVD. WELL MONUMENT IN LEFT HAND TURN POCKET GOING S'LY ALONG EL CAMINO REAL. VERTICAL: AS NOTED RECORD FROM: ELEVATION: 181.89' DATUM: CCS83 J -rl 'r52mm (6 "} 203mm (8')I 13mm (1/21 R 51mm (7") 13mm (1/2 ") R ~I 51nvri (2 ") ' Weakened Plane 1 Weakened Joint I I Plane Joint :^n H 3 t2 1 0 1 3 Gutter Line )� �- 0 1 Gutter Une 51mm (2'i E 51 mm (2) E E n 1 M 279mm 11' ~ 3J0mm 137 152mm (61 CURB 203mm (51 CURB Area=0083•n (0.89 Sq. Ft.) Area =O.tm (1.09 Sq. Ft.) FOOTING TO EXTEND 6- INCHES BELOW BOTT MB(WHE E RETEN PPLI BASIN Q^ CURB DETAIL NOT TO SCALE E Width own on Plans 457 m (18 ") min .n r (/"1 rX it G:dler Flevation 13mm 1 2 E ' - _- �51mm 2 j . 52mm (6 ") I t t Weakened Plane Joint I Existing ur6 38mm (1 -'12') except where elevotlOns shown indicate otherwise NOTES: 1. Concrete shall be 308kg/M3 -C -17 -MPa (520- C25C0) 2. See Standard Drawings G -9 and G -10 for joint details LEGEND ON PLANS 3. Slope top or C..rb 535mm ;'/4 ") ner `.Got toward street. 152mm (6 ") Curb Revision By I Approved I Dote RECOMMENDED BY THE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL. STANDARDS COMMITTEE RIG114AL x rCnevG1 2 75 Add Meulc T. 51G ^Lon 03Jo3 ,,ZCr 310112M3 Rarcmlmwed i '' ° ^' °^ D4ro6 CURBS AND GUTTER - SEPARATE C "person R.C.E. 19246 Date DRAWING NUMBER H.C. PARKING H.C. a H.C. PARKING 0 M M U z z w SIDEWALK U � 0 a 6.0' �3� c r' Q . Ca N GO in 5.5 NO F a TO BUILDING ENTRANCE M PARKING STALL LANDSCAPE A. A. PATH OF TRAVEL (TO BUILDING) °a z H 0 6 B RAMP NOTES: (ALL NOTES) 12" WADE GROOVE BAND AT TOP 6 LIGHT BROOM FINISH (TYP.) OF RAMP PER ADA REQUIREMENTS (TYP.) MONOLITHIC CONCRETE ** TRUNCATED DOMES (TYP.) HANDICAP RAMP (3000 PSI) (TYP.) (SEE DET. 7) RAMP SIDEWALK DETAILS NOT TO SCALE N Q L a 0-L,�, w . p w O 15 c Y 51mm (2') y • Weakened Plane L ro 1 joint F OIy 13am (1/2 ") R 3 25.4rnm y o u (� 1" R V v N E c I 8B 63 CURB & GUTTER I NOT TO SCALE C 1 61 Omm (24 ") 0.124sq. m (1.34sq it.) - H I 762mm (301 0.150sc. m 1.61s 11.) * with 152mm (6-) Curb Face NOTES: 1. Concrete shoo ha 108ke /M3 -C -17 -MPa (570 -C -2500) 2. See Stondord Drawings G 9 and G -10 far joint details J. Slope top of curb 6.35mm (1/4 ") per foot toward street B Approved Dole SAN DIEGO REGIONAL STANDARD DRAWING Kerchevol l2 75 IT. Stm ton 103103 d I T. Si.t.n 04/06 CURB AND GUTTER - COMBINED BEE SDG -100 ® 63 CONCRETE CURB AND CONCRETE CURB & GUTTER NOT TO SCALE DESIGNED Bv:- DRAWN BY: SMH c1tEtiMij 1 i SMH JPH ENGINEERING DEPARTMENT APPROVALS PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: DATE: 3 -13 -12 MASIH MAHER, C42519 RENCE A. WATT LEGEND ON PLANS ECOMMENOED 9Y ire: SAN DIEGO EGIONAL STANDARDS COMMITTEE 31dt/SWS rpersm R.C.E. 19246 Cate DRAWING G_Z NUMBER SEE SDG -100 EXISTING 11 �1 CURB HANDRAIL 4' ATOP BLOCK WALL PER ARCHITECTURAL & STRUCTURAL DETAILS LANDSCAPING EXISTING PARKING (A.C. PAVEMENT) HANDRAIL ATOP IM 50 5.0' 4.85 11 °I EXISTING CURB & , -PA GUTTER r EXISTING ' SIDEWALK 1/2" 18" 6" 0" UP TC ELEVATION ADJ. TO CONC. 3l8ACIP ADJ. FL ELEVATION R =1/2" (TYP) FINISH EXPOSED 00 BACK SIDE OF CURB PAVEMENT 1 5' 1 P C C FINISHED GRADE SLOPE PER PLAN * HIKE -UP 3 < S, . n a 6 CF = 6" UNLESS * 1111 IIII 2 -1/2" CLEAR (MIN.) NOTED OTHERWISE m - -I I11 =III =III_ II IIIau #3 REBAR 0 24" O:C. I III -Ili -Ilk , (VERT) & #3 REBAR w 0 HORIZ El II VIII -III_ ( ) III ll III II III` BID- RETENTION 12 O.C. LOCATE ALL BARS MIN. BASIN OF 2 -1/2" CLEAR FROM III " 'y 1 =- -III III III 183,7 F.G. FACE OF CONCRETE III_II - III -11� 11= III =� =� -III II -III =III -III - I1 =III -III- 1= EXTEND TO 6" BELOW -� -�- -� BOTTOM OF SWALE III- III -III- ITT =III- •'I 'm= m= 1Tf_r11_III= I f =m- - - - - - 8" 1. BOTTOM OF CURB TO BE SET ON COMPACTED SUB -GRADE OR NATURAL UNDISTURBED SOIL. 2. FINISH ALL EXPOSED CONCRETE SURFACES SMOOTH. 3. PROVIDE 1/2" EXPANSION JOINTS 0 25' O.C. MAX. AT CURVES, TANGENTS AND CORNERS. 4. CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 'CONSTRUCTION (THE GREEN BOOK) AND THE SPECIFIC REQUIREMENTS OF THE GOVERNING AGENCY. - 6" CURB & 18" GUTTER 8C WITH DEEPENED FOOTING DETAIL NOT TO SCALE No. 75205 A Exp. 12 -31 -2013 ,� Civil Engineers andLandSurveyors �r7 CIVIL ��' .268 S Anita Dr., Suite 111, Orange, CA. 92868 (714)935 -0265 /ax: (714)935 -OI06 Or CA1.tF0 CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. AIL SHEET 1 FOR: 194 N. EL CAMINO REAL CHICK -FIL -A RESTAURANT 11073 -G R.C.E. NO.: 75205 PUB W DIR oR APN 259 - 121 -34/35 CRAIG S. DI BIAS 31 27/ I Z'� EXP.: 12/31/13 DATE DATE PLANNING CASE NO: 10 -127 MUP / DR / CDP SHEET 5 OF 0 b m 00 N z U -0 1n Z O r � 600) O -, � ow Z X ¢ M IQi 3 . X Q' L0 (0 �F04 U Q M LLJ M L0 N u I o. CM a 0 0 c� E- H w q z; 3 -o a cc m 0 0 0 N i 0 i 0 o. w U o, NO F a TO BUILDING ENTRANCE M PARKING STALL LANDSCAPE A. A. PATH OF TRAVEL (TO BUILDING) °a z H 0 6 B RAMP NOTES: (ALL NOTES) 12" WADE GROOVE BAND AT TOP 6 LIGHT BROOM FINISH (TYP.) OF RAMP PER ADA REQUIREMENTS (TYP.) MONOLITHIC CONCRETE ** TRUNCATED DOMES (TYP.) HANDICAP RAMP (3000 PSI) (TYP.) (SEE DET. 7) RAMP SIDEWALK DETAILS NOT TO SCALE N Q L a 0-L,�, w . p w O 15 c Y 51mm (2') y • Weakened Plane L ro 1 joint F OIy 13am (1/2 ") R 3 25.4rnm y o u (� 1" R V v N E c I 8B 63 CURB & GUTTER I NOT TO SCALE C 1 61 Omm (24 ") 0.124sq. m (1.34sq it.) - H I 762mm (301 0.150sc. m 1.61s 11.) * with 152mm (6-) Curb Face NOTES: 1. Concrete shoo ha 108ke /M3 -C -17 -MPa (570 -C -2500) 2. See Stondord Drawings G 9 and G -10 far joint details J. Slope top of curb 6.35mm (1/4 ") per foot toward street B Approved Dole SAN DIEGO REGIONAL STANDARD DRAWING Kerchevol l2 75 IT. Stm ton 103103 d I T. Si.t.n 04/06 CURB AND GUTTER - COMBINED BEE SDG -100 ® 63 CONCRETE CURB AND CONCRETE CURB & GUTTER NOT TO SCALE DESIGNED Bv:- DRAWN BY: SMH c1tEtiMij 1 i SMH JPH ENGINEERING DEPARTMENT APPROVALS PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: DATE: 3 -13 -12 MASIH MAHER, C42519 RENCE A. WATT LEGEND ON PLANS ECOMMENOED 9Y ire: SAN DIEGO EGIONAL STANDARDS COMMITTEE 31dt/SWS rpersm R.C.E. 19246 Cate DRAWING G_Z NUMBER SEE SDG -100 EXISTING 11 �1 CURB HANDRAIL 4' ATOP BLOCK WALL PER ARCHITECTURAL & STRUCTURAL DETAILS LANDSCAPING EXISTING PARKING (A.C. PAVEMENT) HANDRAIL ATOP IM 50 5.0' 4.85 11 °I EXISTING CURB & , -PA GUTTER r EXISTING ' SIDEWALK 1/2" 18" 6" 0" UP TC ELEVATION ADJ. TO CONC. 3l8ACIP ADJ. FL ELEVATION R =1/2" (TYP) FINISH EXPOSED 00 BACK SIDE OF CURB PAVEMENT 1 5' 1 P C C FINISHED GRADE SLOPE PER PLAN * HIKE -UP 3 < S, . n a 6 CF = 6" UNLESS * 1111 IIII 2 -1/2" CLEAR (MIN.) NOTED OTHERWISE m - -I I11 =III =III_ II IIIau #3 REBAR 0 24" O:C. I III -Ili -Ilk , (VERT) & #3 REBAR w 0 HORIZ El II VIII -III_ ( ) III ll III II III` BID- RETENTION 12 O.C. LOCATE ALL BARS MIN. BASIN OF 2 -1/2" CLEAR FROM III " 'y 1 =- -III III III 183,7 F.G. FACE OF CONCRETE III_II - III -11� 11= III =� =� -III II -III =III -III - I1 =III -III- 1= EXTEND TO 6" BELOW -� -�- -� BOTTOM OF SWALE III- III -III- ITT =III- •'I 'm= m= 1Tf_r11_III= I f =m- - - - - - 8" 1. BOTTOM OF CURB TO BE SET ON COMPACTED SUB -GRADE OR NATURAL UNDISTURBED SOIL. 2. FINISH ALL EXPOSED CONCRETE SURFACES SMOOTH. 3. PROVIDE 1/2" EXPANSION JOINTS 0 25' O.C. MAX. AT CURVES, TANGENTS AND CORNERS. 4. CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 'CONSTRUCTION (THE GREEN BOOK) AND THE SPECIFIC REQUIREMENTS OF THE GOVERNING AGENCY. - 6" CURB & 18" GUTTER 8C WITH DEEPENED FOOTING DETAIL NOT TO SCALE No. 75205 A Exp. 12 -31 -2013 ,� Civil Engineers andLandSurveyors �r7 CIVIL ��' .268 S Anita Dr., Suite 111, Orange, CA. 92868 (714)935 -0265 /ax: (714)935 -OI06 Or CA1.tF0 CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. AIL SHEET 1 FOR: 194 N. EL CAMINO REAL CHICK -FIL -A RESTAURANT 11073 -G R.C.E. NO.: 75205 PUB W DIR oR APN 259 - 121 -34/35 CRAIG S. DI BIAS 31 27/ I Z'� EXP.: 12/31/13 DATE DATE PLANNING CASE NO: 10 -127 MUP / DR / CDP SHEET 5 OF 0 b m 00 N z U -0 1n Z O r � 600) O -, � ow Z X ¢ M IQi 3 . X Q' L0 (0 �F04 U Q M LLJ M L0 N u I o. CM a 0 0 c� E- H w q z; 3 -o a cc m 0 0 0 N i 0 i 0 o. w U o, 8B 63 CURB & GUTTER I NOT TO SCALE C 1 61 Omm (24 ") 0.124sq. m (1.34sq it.) - H I 762mm (301 0.150sc. m 1.61s 11.) * with 152mm (6-) Curb Face NOTES: 1. Concrete shoo ha 108ke /M3 -C -17 -MPa (570 -C -2500) 2. See Stondord Drawings G 9 and G -10 far joint details J. Slope top of curb 6.35mm (1/4 ") per foot toward street B Approved Dole SAN DIEGO REGIONAL STANDARD DRAWING Kerchevol l2 75 IT. Stm ton 103103 d I T. Si.t.n 04/06 CURB AND GUTTER - COMBINED BEE SDG -100 ® 63 CONCRETE CURB AND CONCRETE CURB & GUTTER NOT TO SCALE DESIGNED Bv:- DRAWN BY: SMH c1tEtiMij 1 i SMH JPH ENGINEERING DEPARTMENT APPROVALS PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: DATE: 3 -13 -12 MASIH MAHER, C42519 RENCE A. WATT LEGEND ON PLANS ECOMMENOED 9Y ire: SAN DIEGO EGIONAL STANDARDS COMMITTEE 31dt/SWS rpersm R.C.E. 19246 Cate DRAWING G_Z NUMBER SEE SDG -100 EXISTING 11 �1 CURB HANDRAIL 4' ATOP BLOCK WALL PER ARCHITECTURAL & STRUCTURAL DETAILS LANDSCAPING EXISTING PARKING (A.C. PAVEMENT) HANDRAIL ATOP IM 50 5.0' 4.85 11 °I EXISTING CURB & , -PA GUTTER r EXISTING ' SIDEWALK 1/2" 18" 6" 0" UP TC ELEVATION ADJ. TO CONC. 3l8ACIP ADJ. FL ELEVATION R =1/2" (TYP) FINISH EXPOSED 00 BACK SIDE OF CURB PAVEMENT 1 5' 1 P C C FINISHED GRADE SLOPE PER PLAN * HIKE -UP 3 < S, . n a 6 CF = 6" UNLESS * 1111 IIII 2 -1/2" CLEAR (MIN.) NOTED OTHERWISE m - -I I11 =III =III_ II IIIau #3 REBAR 0 24" O:C. I III -Ili -Ilk , (VERT) & #3 REBAR w 0 HORIZ El II VIII -III_ ( ) III ll III II III` BID- RETENTION 12 O.C. LOCATE ALL BARS MIN. BASIN OF 2 -1/2" CLEAR FROM III " 'y 1 =- -III III III 183,7 F.G. FACE OF CONCRETE III_II - III -11� 11= III =� =� -III II -III =III -III - I1 =III -III- 1= EXTEND TO 6" BELOW -� -�- -� BOTTOM OF SWALE III- III -III- ITT =III- •'I 'm= m= 1Tf_r11_III= I f =m- - - - - - 8" 1. BOTTOM OF CURB TO BE SET ON COMPACTED SUB -GRADE OR NATURAL UNDISTURBED SOIL. 2. FINISH ALL EXPOSED CONCRETE SURFACES SMOOTH. 3. PROVIDE 1/2" EXPANSION JOINTS 0 25' O.C. MAX. AT CURVES, TANGENTS AND CORNERS. 4. CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 'CONSTRUCTION (THE GREEN BOOK) AND THE SPECIFIC REQUIREMENTS OF THE GOVERNING AGENCY. - 6" CURB & 18" GUTTER 8C WITH DEEPENED FOOTING DETAIL NOT TO SCALE No. 75205 A Exp. 12 -31 -2013 ,� Civil Engineers andLandSurveyors �r7 CIVIL ��' .268 S Anita Dr., Suite 111, Orange, CA. 92868 (714)935 -0265 /ax: (714)935 -OI06 Or CA1.tF0 CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. AIL SHEET 1 FOR: 194 N. EL CAMINO REAL CHICK -FIL -A RESTAURANT 11073 -G R.C.E. NO.: 75205 PUB W DIR oR APN 259 - 121 -34/35 CRAIG S. DI BIAS 31 27/ I Z'� EXP.: 12/31/13 DATE DATE PLANNING CASE NO: 10 -127 MUP / DR / CDP SHEET 5 OF 0 b m 00 N z U -0 1n Z O r � 600) O -, � ow Z X ¢ M IQi 3 . X Q' L0 (0 �F04 U Q M LLJ M L0 N u I o. CM a 0 0 c� E- H w q z; 3 -o a cc m 0 0 0 N i 0 i 0 o. w U o, * with 152mm (6-) Curb Face NOTES: 1. Concrete shoo ha 108ke /M3 -C -17 -MPa (570 -C -2500) 2. See Stondord Drawings G 9 and G -10 far joint details J. Slope top of curb 6.35mm (1/4 ") per foot toward street B Approved Dole SAN DIEGO REGIONAL STANDARD DRAWING Kerchevol l2 75 IT. Stm ton 103103 d I T. Si.t.n 04/06 CURB AND GUTTER - COMBINED BEE SDG -100 ® 63 CONCRETE CURB AND CONCRETE CURB & GUTTER NOT TO SCALE DESIGNED Bv:- DRAWN BY: SMH c1tEtiMij 1 i SMH JPH ENGINEERING DEPARTMENT APPROVALS PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: DATE: 3 -13 -12 MASIH MAHER, C42519 RENCE A. WATT LEGEND ON PLANS ECOMMENOED 9Y ire: SAN DIEGO EGIONAL STANDARDS COMMITTEE 31dt/SWS rpersm R.C.E. 19246 Cate DRAWING G_Z NUMBER SEE SDG -100 EXISTING 11 �1 CURB HANDRAIL 4' ATOP BLOCK WALL PER ARCHITECTURAL & STRUCTURAL DETAILS LANDSCAPING EXISTING PARKING (A.C. PAVEMENT) HANDRAIL ATOP IM 50 5.0' 4.85 11 °I EXISTING CURB & , -PA GUTTER r EXISTING ' SIDEWALK 1/2" 18" 6" 0" UP TC ELEVATION ADJ. TO CONC. 3l8ACIP ADJ. FL ELEVATION R =1/2" (TYP) FINISH EXPOSED 00 BACK SIDE OF CURB PAVEMENT 1 5' 1 P C C FINISHED GRADE SLOPE PER PLAN * HIKE -UP 3 < S, . n a 6 CF = 6" UNLESS * 1111 IIII 2 -1/2" CLEAR (MIN.) NOTED OTHERWISE m - -I I11 =III =III_ II IIIau #3 REBAR 0 24" O:C. I III -Ili -Ilk , (VERT) & #3 REBAR w 0 HORIZ El II VIII -III_ ( ) III ll III II III` BID- RETENTION 12 O.C. LOCATE ALL BARS MIN. BASIN OF 2 -1/2" CLEAR FROM III " 'y 1 =- -III III III 183,7 F.G. FACE OF CONCRETE III_II - III -11� 11= III =� =� -III II -III =III -III - I1 =III -III- 1= EXTEND TO 6" BELOW -� -�- -� BOTTOM OF SWALE III- III -III- ITT =III- •'I 'm= m= 1Tf_r11_III= I f =m- - - - - - 8" 1. BOTTOM OF CURB TO BE SET ON COMPACTED SUB -GRADE OR NATURAL UNDISTURBED SOIL. 2. FINISH ALL EXPOSED CONCRETE SURFACES SMOOTH. 3. PROVIDE 1/2" EXPANSION JOINTS 0 25' O.C. MAX. AT CURVES, TANGENTS AND CORNERS. 4. CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 'CONSTRUCTION (THE GREEN BOOK) AND THE SPECIFIC REQUIREMENTS OF THE GOVERNING AGENCY. - 6" CURB & 18" GUTTER 8C WITH DEEPENED FOOTING DETAIL NOT TO SCALE No. 75205 A Exp. 12 -31 -2013 ,� Civil Engineers andLandSurveyors �r7 CIVIL ��' .268 S Anita Dr., Suite 111, Orange, CA. 92868 (714)935 -0265 /ax: (714)935 -OI06 Or CA1.tF0 CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. AIL SHEET 1 FOR: 194 N. EL CAMINO REAL CHICK -FIL -A RESTAURANT 11073 -G R.C.E. NO.: 75205 PUB W DIR oR APN 259 - 121 -34/35 CRAIG S. DI BIAS 31 27/ I Z'� EXP.: 12/31/13 DATE DATE PLANNING CASE NO: 10 -127 MUP / DR / CDP SHEET 5 OF 0 b m 00 N z U -0 1n Z O r � 600) O -, � ow Z X ¢ M IQi 3 . X Q' L0 (0 �F04 U Q M LLJ M L0 N u I o. CM a 0 0 c� E- H w q z; 3 -o a cc m 0 0 0 N i 0 i 0 o. w U o, SIDEWALK ELEVATIONS VARY - HOLD NOTICE: ALWAYS ALIGN FLUSH WITH FINISHED FLOOR AT CURB AND SIDEWALK JOINTS. ENTRANCE WAYS. PLANTING AREAS 4" THICK, 3,000 P.S.I. MAY EXIST BETWEEN THE BUILDING CONCRETE, SIDEWALK, AND THE BACK -OF- SIDEWALK (SEE SEE DETAIL SITE PLAN). EXPANSION JOINTS DO 48' MIN NOT APPLY TO SIDEWALK SECTION ADJACENT TO PLANTING AREAS. SEE SITE PLAN INOTICE: ALWAYS ALIGN BUILDING EXPANSION JOINT CURB AND SIDEWALK JOINTS. SLOPE 1:50 MAX. EXPANSION NT CONCRETE CURB AND TGUTTER, OR CURB ONLY SEE DETAILS. ING PAVEMENT, LP AS SPECIFIED 8PG � BUILDING FOOTING COMPACTED SUBGRADE AS SPECIFIED STABILIZED AGGREGATE BASE COARSE, AS SPECIFIED NOTE: CONTRACTION JOINTS AT V -0" O.C. TOOLED r ( +j ", -0 ") WIDE, 1" OR MAX. DEEP WHICHEVER IS GREATER. EXPANSION JOINTS AT 20' MAX. & ALL P.C.s, UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN. 9 SIDEWALK WITH CURB SECTION NOT TO SCALE 6" 24" 6" R = 1/2" (TYP) 1 -1/2" (TYP) TC ELEVATION FINISHED SURFACE FL ELEVATION OR GRADE -1 I 1 =1 I I -1 I I— III — III —� � �_� � " ' • ' _ = = 1 =1 � � —' III —I " —I I I- 111= 11( -TL =III= 1 R =V' III-111-111— HIKE -UP 6„ (TYP) = 1 h =11111 I I CONCRETE 6 COMPACTED SUBGRADE -j �4" AGGREGATE BASE DOUBLE 6" CURB & 24" CHANNEL DETAIL NOT TO SCALE 1. BOTTOM OF CURB TO BE SET ON COMPACTED SUB -GRADE OR NATURAL UNDISTURBED SOIL. 2. FINISH ALL EXPOSED CONCRETE SURFACES SMOOTH. 3. PROVIDE 1/2" EXPANSION JOINTS 0 25' O.C. MAXIMUM AT CURVES, TANGENTS AND CORNERS. 4. CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (THE GREEN BOOK) AND THE SPECIFIC REQUIREMENTS OF THE GOVERNING AGENCY. TRAFFIC MARKING PAINT 2. RECOMMENDED SPREADING 1. SURFACE PREPARATION: RATE PER COAT, SURFACE MUST BE CLEAN, DRY, APPROXIMATELY 320 LINEAL AND IN SOUND CONDITION. FEET OF STANDARD 4" STRIPE REMOVE ALL OIL, DUST, GREASE, PER GALLON. DIRT, AND OTHER FOREIGN WET MILS: 15.0 MATERIAL TO ENSURE ADEQUATE DRY MILS: 9.0 ADHESION. COVERAGE: 100 SO. FT. /GAL APPROXIMATE ��7�1_II�iZblY4Ii PROPOSED HANDICAP PARKING SEE DETAIL 12A FOR CONCRETE CURB SIGN DETAILS HANDICAP PARKING PATIO SIGN DETAILS WALL ' ,pa SIDEWALK T0. BUILDING ENTRANCE SEE DETAIL 12B FOR PAINT AT HANDICAP PARKING 36*, ON CENTER SIGN DETAILS V.=1 03 a•. �Olr. �RpOrV RIRU / oR 4 .'S 24" LUBRICATED NO. 8 SMOOTH DOWEL POURABLE, POLYURETHENE, 18' DOWEL COATING TRAFFIC GRADE AND CONSTRUCTION Y(MIN.) GRADE JOINT SEALANT INSTALLED 1/2' A.. 2' (MIN.)' 1j" MIN. CLEARANCE ° DECK -O -FOAM EXPANSION JOINT DOWEL SLEEVE (CLOSED END) FILLER W/ PRE - SCORED STRIP OR TO FIT DOWEL AND BE SECURED. $3 BARS ON 24" OTHER CFA APPROVED MATERIAL TO BE INSTALLED 1' -0" C.C. CTRS. BOTH WAYS LUBRICATE THIS END NOTES: 1. NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT THICKNESS. 2. LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OF LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION. 3. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL EQUIPMENT. 4. DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO WET CONCRETE EXPANSION JOINT EJ 21 NOT TO SCALE USE BLUE TRAFFIC PAINT. USE WHITE PAINT WHERE SHOWN ON PLANS FOR OTHER APPLICATIONS. ADA PATH OF TRAVEL NOTE: NOTE: HANDICAP PARKING AND ACCESSIBLE AISLES PARKING STALL DIMENSIONING SHALL BE IN SHALL NOT EXCEED 1:50 IN SLOPE IN ANY ACCORDANCE WITH APPLICABLE GOVERNING DIRECTION. IF ONLY ONE ACCESS ISLE IS AUTHORITY'S STANDARDS FOR THE DIMENSIONING INSTALLED, IT IS TO BE A VAN SIZE. SHOWN ON THE SITE LAYOUT PLAN. HANDICAP PARKING STALL 8c STRIPING DETAIL NOT TO SCALE NOTE: STRIPING DETAILS TO COMPLY WITH SPECIFIC AGENCY REQUIREMENTS. ALL PARKING SPACES EXCEPT HANDICAPPED SPACES SHALL BE DELINEATED BY DOUBLE -UNE STRIPING CONSISTING OF 4-INCH WIDE PAINTED WHITE LINES 1 TO 2 FEET APART. A ,moo/ I F 1F\U I DU NOT TO SCALE 12" THE AC /AB SECTION WAS TAKEN FROM THE SOILS REPORT AND IS SUBJECT TO CHANGE AS ACTUAL PAVEMENT SUBGRADE MATERIALS MAY BE SIGNIFICANTLY DIFFERENT FROM THOSE TESTED DURING R- VAULUE TEST. FINAL SECTIONS ARE TO BE APPROVED BY SOILS ENGINEER AT TIME OF GRADING. PAVEMENT THICKNESS CLASS 2 ASPHALTIC CONCRETE AGGREGATE EXTEND BASE 6" BEYOND FOR 13A BASE APPLICATIONS WITHOUT CURB &� HEAVY DUTY) a" GUTTER, SIDEWALKS, BUILDINGS LIGHT DUTY1 4" 6" OR OTHFR STRUCTURES. ASPHALTIC CONCRETE, OR AS SPECIFIED BY SOILS ENGINEER. APPLY PRIME COAT AS SPECIFIED IN REMOVAL & REPLACEMENT OF APPLICABLE DOT SPECIFICATION, AT AN UNSUITABLE SUBGRADE MATERIAL AS APPLICATION RATE OF 0.25 — 0.28 GAL. /SYD. SPECIFIED IN THE GEOTECHNICAL REPORT. CLASS 2 AGGREGATE BASE, PER SUBGRADE COMPACTED AS SPECIFIED PER CALTRANS STD. SPEC 26 -1.02A SOILS ENGINEERS RECOMMENDATIONS. & AS SPECIFIED BY SOILS ENGINEER PER GREENBOOK STD. SPEC. T PAVEMENT 520 -A -2500. 13 PAVEMENT SECTION itE COURSE 3 REBAR ON 18" CENTERS, BOTH WAYS. NOT TO SCALE M PER GREENBOOK `< t '' d STD. SPEC. a Z c < �. a' d .. dt 520 -A -2500. < ` " ` d PAVEMENT SECTION TO BE IV 0'' d' 4" m ED APPROVED BY SOILS ENGINEER IIMIII II =III (III III�III, III= III - III =II E 6° PGG 4 III III' I .III SUBGRADE COMPACTED AS PER 4" CRUSHED 9" SOILS ENGINEERS RECOMMENDATIONS. AGGREGATE 2 EACH, X13 REBAR FOR CONTINUOUS REINFORCEMENT OF THICKENED EDGE. 1 CONCRETE APRON @TRASH ENCLOSURE NOT TO SCALE REFER TO STRUCTURAL DRAWINGS FOR ACTUAL POLE BASE DIMENSIONS CONCRETE POLE BASE\ TOP OF CURB — d a. <. LIGHT POLE 24' TALL (TYP.) 6 "IN LANDSCAPE AREA 24" IN PAVED AREA GRADE () 6 #6 VERTICAL RODS �pF33 TIES O 120O.C. FIORIZONTAL RODS TYPICAL POLE BASE (UNDER SEPARATE PERMIT FOR EXTERIOR LIGHTING) CHANGE NO. A jDESCRIPTION APPROVED DATE BENCHMARK SCALE DESCRIPTION: NO.R1800 11 -93 EC LOCATION: CENTERLINE MONUMENT ON EL CAMINO REAL. 0.2 HORIZONTAL: AS NOTED MILE N'LY FROM ENCINITAS BLVD. WELL MONUMENT IN LEFT HAND TURN POCKET GOING S'LY ALONG EL CAMINO REAL. VERTICAL: AS NOTED RECORD FROM: ELEVATION: 187.89' DATUM: CCS83 NOT TO SCALE (CALTRANS CLASS 2) BASE COMPACTED TO AT —1 1 1 -1 1 1- LEAST 9;% OF THE MATERIALS I III I- UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED BY CALLING: (FILL IN) WHITE O REFLECTIVE .n WHITE ARROW COLOR (1 "MIN.) c� LETTERING STYLE TO BE IL J HELVETICA MEDIUM BLUE 3 "x3' SQUARE REFLECTIVE' ALUMINUM NBNG COLOR ? SIGN TYPE SIGN TYPE SIGN TYPE „ » » „ MANOR WHITE COLOR 2 "x2" SO. TUBING 12C HANDICAPPED INFORMATION SIGN (SHOPPING CENTER ENTRANCE) #3 BARS AT 24" ON- CENTER BOTH WAYS PLACED AT MID - HEIGHT (TO BE CONSTRUCTED IN ACCORDANCE WITH SECTION 40 OF CALTRANS STD. SPEI < �.. `SUBGRADE COMPACTED AS PER SOILS ENGINEERS RECOMMENDATIONS. MATERIALS AND CONSTRUCTION CONCRETE BE IN ACCORDANCE WITH SECTION 40EOFRTHEFCALTRANS STAND RDESPECIFIICATTIONS. CONCRETE PAVING @ DRIVE —THRU LANE & TRASH ENCLOSURE APRON NOT TO SCALE PORTLAND CEMENT CONCRETE PER GREENBOOK STD. SPEC. 520 -A -2500. SEE PLAN FOR SLAB THICKNESS a t d � D < 'IN XT SLAB DOWELED CONSTRUCTION JOINT #3 A36 STEEL DOWEL t4" LENGTH, 12" O.C. SPACING, GREASE OR SLEEVE ONE END TRANSVERSE AND LONGITUDINAL 20 DOWELED CONSTRUCTION JOINT NOT TO SCALE PLANS PREPARED UNDER SUPERVISION OF ^ DATE: 3 -13 -12 J R.C.E. NO.: 75205 CRAIG S. DI BIAS EXP.: 12/31/13 "POT -F" POT -R POT -L m MANOR WHITE COLOR 8 "0 CONCRETE 2! 2 "X2" SQ. TUBING BASE 0 Cl GROUND 1 POINTS OF INTERSECTION STOP SIGN & STANDARD ACCESSIBLE PATH OF TRAVEL MOUNTING POST DIRECTIONAL SIGNAGE 12 NOT TO SCALE PORTLAND CEMENT CONCRETE PER GREENBOOK STD. SPEC. SAWED JOINT, 12' MAX. SPACING 520 -A -2500. AND WHERE SHOWN ON PLAN. (CJ) t" d ■ ��jj''^^^ <'d TRANSVERSE CONTRACTION JOINT (CJ NOT TO SCALE s NOTE: BOLLARD HEIGHT SHALL BE STEEL POST CAP 5'-0" AT DRIVE -THRU WINDO' RED 6 "' STEEL PIPE (SCHEDULE 80) FILLED WITH CONCRETE BLUE PAINT BOLLARD WITH RED 'REFLECTIVE'---,_ RED 24' 'REFLECTIVE' DRIVE THRU. PAINT BOLLARD WITH BRONZE COLOR AT ALL REFLECTIVE' COLOR CONCRETE FOOTING, 2' x 2' JOINT x 2' -6" ASPHALT PAVEMENT COLOR APPLICATIONS SLAB APPLICATIONS DO COLOR PARKING 00 NOT ;o RIVE III —III —III —III— III —I ONLY !"MITE REFLECTIVE' ARKING 'REFLECTTIIVE ENTER 'REFLECTHIVE THRU -1 I I—I1I- - I- COLOR ONLY COLOR COLOR MINIMUM M NOTICE TO CONTRACTOR 1'R— $250 a<d `t. MIFlNEM CBC (D.O.T. STYLE SIGN - COPY (D.O.T. STYLE SIGN - COPY A THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL 'lo VAN ACCESS BLE COLORREFLECTIVE' MANOR WHITE $250 1129B.4 TO BE CHANGED AS NEEDED) TO BE CHANGED AS NEEDED) UTILITIES, PIPES, AND /OR STRUCTURES AND SHALL BE PARKING COLOR N 1"R �Q UL RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE DRIVE THRU UTILITIES, SHOWN OR NOT SHOWN HEREON. 2 "x2" SO. TUBING RED 'REFLECTIVE' DO NOT ENTER SIGN DIRECTIONAL SIGN TOP OF BOLLARD COLOR 3p" IMPORTANT NOTICE SEE DETAIL E1 CHARACTERS, SYMBOLS AND THEIR BACKGROUND SHALL HAVE A NON -GLARE Section 4216/4217 of the Government 17 BELOW $ $ FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND Code requires a Dig Alert Identification S (MINIMIMUM 704 EITHER UGHT CHARACTERS ON A DARK BACKGROUND OR DARK Number be Issued before a CHARACTERS ON ALIGHT BACKGROUND. (CBC 11178.5.2) "Permit to Excavate" will be valid. For your Alert I.D. Number call 2 ❑ CHARACTERS ON SIGNS SHALL HAVE A WIDTH TO HEIGHT RATIO OF BETWEEN 3:5 rgr Under round Service Alert GROUND � STOP AND 1:1 AND A STROKE WIDTH TO HEIGHT RATIO 1.5 AND 1:10. CBC 11176.5.3 (CBC TOLL FREE 1 -800- 422 -4133 Two working days before you dig. GROUND �3 CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE NEW DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE X. LOWERCASE CHARACTERS ARE PERMITTED FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR IN COMPUANCE IWIH CBC LETTERING STYLE TO BE SECTION 11338.8.6, THE MINIMUM CHARACTER HEIGHT SHALL BE 3 INCHES (75MM), HELVETICA MEDIUM (CBC 1117B.5.4). REFER TO ACCOMPANYING DETAILS FOR CHARACTER HEIGHT. 1 'REFLECTIVE' 8" TR I C HANDICAPPED SIGN /W HANDICAPPED SIGN WHITE VAN ACCESSIBLE SIGN COLOR CBC 1117B.5.8.1.2 & 1127B.3 1 ❑2 3❑ (SEE ABOVE) 22° MIN. tO WHITE ISA Me ` `� PICTOGRAM THE AC /AB SECTION WAS TAKEN FROM THE SOILS REPORT AND IS SUBJECT TO CHANGE AS ACTUAL PAVEMENT SUBGRADE MATERIALS MAY BE SIGNIFICANTLY DIFFERENT FROM THOSE TESTED DURING R- VAULUE TEST. FINAL SECTIONS ARE TO BE APPROVED BY SOILS ENGINEER AT TIME OF GRADING. PAVEMENT THICKNESS CLASS 2 ASPHALTIC CONCRETE AGGREGATE EXTEND BASE 6" BEYOND FOR 13A BASE APPLICATIONS WITHOUT CURB &� HEAVY DUTY) a" GUTTER, SIDEWALKS, BUILDINGS LIGHT DUTY1 4" 6" OR OTHFR STRUCTURES. ASPHALTIC CONCRETE, OR AS SPECIFIED BY SOILS ENGINEER. APPLY PRIME COAT AS SPECIFIED IN REMOVAL & REPLACEMENT OF APPLICABLE DOT SPECIFICATION, AT AN UNSUITABLE SUBGRADE MATERIAL AS APPLICATION RATE OF 0.25 — 0.28 GAL. /SYD. SPECIFIED IN THE GEOTECHNICAL REPORT. CLASS 2 AGGREGATE BASE, PER SUBGRADE COMPACTED AS SPECIFIED PER CALTRANS STD. SPEC 26 -1.02A SOILS ENGINEERS RECOMMENDATIONS. & AS SPECIFIED BY SOILS ENGINEER PER GREENBOOK STD. SPEC. T PAVEMENT 520 -A -2500. 13 PAVEMENT SECTION itE COURSE 3 REBAR ON 18" CENTERS, BOTH WAYS. NOT TO SCALE M PER GREENBOOK `< t '' d STD. SPEC. a Z c < �. a' d .. dt 520 -A -2500. < ` " ` d PAVEMENT SECTION TO BE IV 0'' d' 4" m ED APPROVED BY SOILS ENGINEER IIMIII II =III (III III�III, III= III - III =II E 6° PGG 4 III III' I .III SUBGRADE COMPACTED AS PER 4" CRUSHED 9" SOILS ENGINEERS RECOMMENDATIONS. AGGREGATE 2 EACH, X13 REBAR FOR CONTINUOUS REINFORCEMENT OF THICKENED EDGE. 1 CONCRETE APRON @TRASH ENCLOSURE NOT TO SCALE REFER TO STRUCTURAL DRAWINGS FOR ACTUAL POLE BASE DIMENSIONS CONCRETE POLE BASE\ TOP OF CURB — d a. <. LIGHT POLE 24' TALL (TYP.) 6 "IN LANDSCAPE AREA 24" IN PAVED AREA GRADE () 6 #6 VERTICAL RODS �pF33 TIES O 120O.C. FIORIZONTAL RODS TYPICAL POLE BASE (UNDER SEPARATE PERMIT FOR EXTERIOR LIGHTING) CHANGE NO. A jDESCRIPTION APPROVED DATE BENCHMARK SCALE DESCRIPTION: NO.R1800 11 -93 EC LOCATION: CENTERLINE MONUMENT ON EL CAMINO REAL. 0.2 HORIZONTAL: AS NOTED MILE N'LY FROM ENCINITAS BLVD. WELL MONUMENT IN LEFT HAND TURN POCKET GOING S'LY ALONG EL CAMINO REAL. VERTICAL: AS NOTED RECORD FROM: ELEVATION: 187.89' DATUM: CCS83 NOT TO SCALE (CALTRANS CLASS 2) BASE COMPACTED TO AT —1 1 1 -1 1 1- LEAST 9;% OF THE MATERIALS I III I- UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED BY CALLING: (FILL IN) WHITE O REFLECTIVE .n WHITE ARROW COLOR (1 "MIN.) c� LETTERING STYLE TO BE IL J HELVETICA MEDIUM BLUE 3 "x3' SQUARE REFLECTIVE' ALUMINUM NBNG COLOR ? SIGN TYPE SIGN TYPE SIGN TYPE „ » » „ MANOR WHITE COLOR 2 "x2" SO. TUBING 12C HANDICAPPED INFORMATION SIGN (SHOPPING CENTER ENTRANCE) #3 BARS AT 24" ON- CENTER BOTH WAYS PLACED AT MID - HEIGHT (TO BE CONSTRUCTED IN ACCORDANCE WITH SECTION 40 OF CALTRANS STD. SPEI < �.. `SUBGRADE COMPACTED AS PER SOILS ENGINEERS RECOMMENDATIONS. MATERIALS AND CONSTRUCTION CONCRETE BE IN ACCORDANCE WITH SECTION 40EOFRTHEFCALTRANS STAND RDESPECIFIICATTIONS. CONCRETE PAVING @ DRIVE —THRU LANE & TRASH ENCLOSURE APRON NOT TO SCALE PORTLAND CEMENT CONCRETE PER GREENBOOK STD. SPEC. 520 -A -2500. SEE PLAN FOR SLAB THICKNESS a t d � D < 'IN XT SLAB DOWELED CONSTRUCTION JOINT #3 A36 STEEL DOWEL t4" LENGTH, 12" O.C. SPACING, GREASE OR SLEEVE ONE END TRANSVERSE AND LONGITUDINAL 20 DOWELED CONSTRUCTION JOINT NOT TO SCALE PLANS PREPARED UNDER SUPERVISION OF ^ DATE: 3 -13 -12 J R.C.E. NO.: 75205 CRAIG S. DI BIAS EXP.: 12/31/13 "POT -F" POT -R POT -L m MANOR WHITE COLOR 8 "0 CONCRETE 2! 2 "X2" SQ. TUBING BASE 0 Cl GROUND 1 POINTS OF INTERSECTION STOP SIGN & STANDARD ACCESSIBLE PATH OF TRAVEL MOUNTING POST DIRECTIONAL SIGNAGE 12 NOT TO SCALE PORTLAND CEMENT CONCRETE PER GREENBOOK STD. SPEC. SAWED JOINT, 12' MAX. SPACING 520 -A -2500. AND WHERE SHOWN ON PLAN. (CJ) t" d ■ ��jj''^^^ <'d TRANSVERSE CONTRACTION JOINT (CJ NOT TO SCALE Jp CIVIL ��' 9� OF CAUE�� ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT REVIEWED BY: / DETAIL SHEET 2 FOR: ,Z. m ./, G 194 N. EL CAMINO REAL MASIH MAHER, C42519 AWRENCE tAWATT CHICK -FIL -A RESTAURANT /9� 2 Pu�ic vFs_i TO APN 259- 121 -34/35 DATE DATE L PLANNING CASE NO: 10 -127 MUP / DR / CDP r PIPE BUMPER POST NOT TO SCALE DRAWING NO. 11073 -G (l SHEET 6 OF � CIO CIO cv U z 0 I,_T -zo 00 O Q ow` H ¢D� 3 X !Y �Qo I CJ Q M 00 CL vi� con N �i 0 m w Q U an b n. c� 0 0 i 0 �z 0 0 0 w a s NOTE: BOLLARD HEIGHT SHALL BE STEEL POST CAP 5'-0" AT DRIVE -THRU WINDO' AND DUMPSTER ENCLOSURE 6 "' STEEL PIPE (SCHEDULE 80) FILLED WITH CONCRETE PAINT BOLLARD WITH RED EXTERIOR ENAMEL PAINT AT DRIVE THRU. PAINT BOLLARD WITH BRONZE COLOR AT ALL OTHER LOCATIONS. ANCHOR STEEL PIPE IN EXPANSION CONCRETE FOOTING, 2' x 2' JOINT x 2' -6" ASPHALT PAVEMENT CONCRETE PAVEMENT/ APPLICATIONS SLAB APPLICATIONS 4 III —III —III —III— III —I —I I I —I I —I I I—I I I -1 I I I—I 111 =111 -1 I I—I1I- - I- =1 a<d `t. 1IIIIIIIIIIII7 A Jp CIVIL ��' 9� OF CAUE�� ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT REVIEWED BY: / DETAIL SHEET 2 FOR: ,Z. m ./, G 194 N. EL CAMINO REAL MASIH MAHER, C42519 AWRENCE tAWATT CHICK -FIL -A RESTAURANT /9� 2 Pu�ic vFs_i TO APN 259- 121 -34/35 DATE DATE L PLANNING CASE NO: 10 -127 MUP / DR / CDP r PIPE BUMPER POST NOT TO SCALE DRAWING NO. 11073 -G (l SHEET 6 OF � CIO CIO cv U z 0 I,_T -zo 00 O Q ow` H ¢D� 3 X !Y �Qo I CJ Q M 00 CL vi� con N �i 0 m w Q U an b n. c� 0 0 i 0 �z 0 0 0 w a $C FG ELEV. 22 12 "NDS ( #1250) OR PER PLANS APPROVED EQUAL GRATED INLET a INLET ELEV. 10' f 1 12" PVC PIPE, RISER 22 EXISTING WALL I I I I NOTICE TO CONTRACTOR THE CONTRACTOR SHALL ASCERTAIN THE TRUE I I VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL I I UTILITIES, PIPES, AND /OR STRUCTURES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. I I I I IMPORTANT NOTICE I Section 4216/4217 of the Government I I Code requires a Dig Alert Identification I I Number be issued before a I I "Permit to Excavate" will be valid. I I For your Dig Alert I.D. Number call CD Underground Service Alert BIORETENTION BASIN = 513 S.F. TOLL FREE 1- 800 - 422 -4133 7 Two working days before you dig. " CRUSHED ROCK 12" OF CRUSHED 2.2' 2.2' U y4 ' 0. U NOTES ROCK Q 2 MAX \\ 193.70 RISER 0 352 MILL STREET • . e- ¢ ,� � �! � T -e •e• of FS ; � \ \� / \� / 3" HARDWOOD 40 FEET J\ f MULCH /, \�� /��;, -- 11=11. 11= 11= 11= 11 -11= ,1111 =11 =91 11 =11 -11 J9 >,``,; \`•, /��,�`,` /`\�`• \000 / / / / 24" "SANDY LOAM" SOIL MIX WITH THAN 1:20 SHALL BE CONSIDERED A RAMP AND SHALL APRON NO MORE THAN 5% CLAY -� ° CONTENT. THE MIX SHALL CONTAIN 4. USE ONLY MANUFACTURER SUPPLIED LAGS 2. PLANTS SHALL BE SELECTED FOR VIABILITY AND TO MINIMIZE 50 -60 % SAND, 20 -30 %\ AND SPIKES RAILING COMPOST OR HARDWOOD MULCH, y FOR IRRIGATION, FERTILIZERS, AND PESTICIDES. AND 20 -30 % TOPSOIL %t RECORD FROM: ELEVATION: 187.89' DATUM: CCS83 3" OF J" GRAVEL - - - - -- 6" CONC. 3" COVER OVER 6. FILL PRE - DRILLED HOLES WITH HEAVY DUTY 192.82 f BS PIPE CONSTRUCTION ADHESIVE SUCH AS PL400 10' f 1 12" PVC PIPE, RISER 22 EXISTING WALL I I I I NOTICE TO CONTRACTOR THE CONTRACTOR SHALL ASCERTAIN THE TRUE I I VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL I I UTILITIES, PIPES, AND /OR STRUCTURES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. I I I I IMPORTANT NOTICE I Section 4216/4217 of the Government I I Code requires a Dig Alert Identification I I Number be issued before a I I "Permit to Excavate" will be valid. I I For your Dig Alert I.D. Number call CD Underground Service Alert BIORETENTION BASIN = 513 S.F. TOLL FREE 1- 800 - 422 -4133 7 Two working days before you dig. " CRUSHED ROCK 12" OF CRUSHED 2.2' 2.2' .. ,. 1. MATERIAL: SOLID POLYETHYLENE 0. 29 4" PERFORATED PVC PIPE INTO NOTES ROCK _ _ 1 =III =111; RISER = III =III l i� 194.73 TC I- 352 MILL STREET • . e- ¢ ,� � �! � T -e •e• of / / \ \ / / \ \ /.� WADSWORTH, OH 44281 � \ \� / \� / 1. BIORETENTION BASIN SHALL BE CONSTRUCTED LEVEL. 40 FEET J\ f \ \ 75/ /, \�� /��;, -- 11=11. 11= 11= 11= 11 -11= ,1111 =11 =91 11 =11 -11 J9 >,``,; \`•, /��,�`,` /`\�`• \000 / / / / 330 - 334 -4820 PHONE THAN 1:20 SHALL BE CONSIDERED A RAMP AND SHALL APRON . . 330 - 334 -4720 FAX ° \ p' r\ ��/ �O /rOOC�iIt��d��<f;i��lti'�IiI �;�~c'��`�' ®.��'►14+,�b.d : /ia / / /i, / %a :.. o-- > -. a: /, a�ec,�... tia�, /i� /i� / 4. USE ONLY MANUFACTURER SUPPLIED LAGS 2. PLANTS SHALL BE SELECTED FOR VIABILITY AND TO MINIMIZE NEED AND SPIKES RAILING 5. PRE -DRILL HOLES THROUGH PARKING FOR IRRIGATION, FERTILIZERS, AND PESTICIDES. ° ° ° ° d. a SURFACES (-Y4' BIT FOR LAGS AND %" BIT RECORD FROM: ELEVATION: 187.89' DATUM: CCS83 - T- - - - - -- 6" CONC. 32 6. FILL PRE - DRILLED HOLES WITH HEAVY DUTY 192.82 f BS a. ° CONSTRUCTION ADHESIVE SUCH AS PL400 s STORMDRAN SIYSTEM ^ GALVANIZED PLATED SPIKES FOR ASPHALT 1/4" 1 22 29 32 PAVEMENT REQUIRED FOR EACH WHEEL STOP. SEE F29]4" PERFORATED PVC PIPE INTO 2" 4" 2 PLACE PIPE WITH PERFORATIONS AT THE INVERT SECTION /DETAIL - BIORETENTION BASIN L v NOT TO SCALE TOP OF CURB (TC) = FINISHED SURFACE ELEVATION 6" 6 -INCH CURB OPENING FOR DRAINAGE DETAIL NOT TO SCALE Storm Drain Stenciling Tips NOTE: You may check out the storm drain stencil and a stenciling kit with the necessary paint, brushes, and other materials from: I Love A Clean San Diego, Inc. 4891 Pacific Highway, Suite 115 San Diego, CA 92110 (619) 291 -0103 Stencil Placement: The stencil needs to be painted above the storm drain. The stencil message should be readable from the roadside. If the curb is red, paint directly above the red area. -F-NO DUMPING- td" E ., NOT Kt NADA WE T LU + L MAR )'�N + i *Please remember not sit /stand in the street while completing this project* Stenciling Steps: Wipe a the street curb with cloth. Th e area to be painted s h ould be as c I ea n as P oss ible so the paint 11 adhere properly. Place the stencil in the location you've selected. Use wide masking tape to tape only the perimeter of the first stencil without taping down the inside of the stencil itself. (This will form the 8" x 32" rectangular background for you to paint white.) (THERMO PLASTIC PREFERRED, CHECK WITH PUBLIC WORKS) Open white paint only. Stir paint with mixing stick. Paint the rectangular area white. USE PAINT SPARINGLY!!! Remember, neatness is very important. If your storm drains are relatively close together, paint all the white backgrounds first, then return to paint the Think Blue stencil so the white paint has time to dry. Very Important. flake sure the paint is dry. Then tape the Think Blue stencil (illustrated above) on top of the white background. Open the blue paint, stir, and dab the blue paint sparingly using the Think Blue stencii- r- DRA INAGE GRAPHIC C L`t NOT TO SCALE FLOWLINE OF GUTTER III �� "�� ._: ;.•e... .. GEOTEXTILE FABRIC - UNDERLAYMENT NOTE: ROCK FOR RIP RAP SHALL BE OF GOOD QUALITY. THE SMALLEST SHALL NOT BE LESS THAN 2 INCHES AND THE LARGEST SHALL NOT BE LARGER THAN 4 INCHES. LENGTH (2' MIN.) GROUT 13 25 SWALE ENTRANCE RIP RAP DETAIL NOT TO SCALE BASIN BOTTOM ACTED SUB -GRADE 27 • PAINT HANDRAIL DARK BRONZE 30' -0" MAX. RUN BEFORE A 5' -0" LONG INTERMEDIATE LANDING IS REQUIRED HORIZONTAL PROJECTION ELEVATION SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS. RAMPS AND HANDRAILS TO BE IN COMPLIANCE WITH SECTION 405 OF THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN TYPICAL ADA RAMP AND HANDRAIL NOT TO SCALE KQM 1. USE ONLY COMMERCIAL GRADE ALUMINUM FENCING WITH DARK BRONZE POWDER COAT FINISH 72' MINIMUM LANDING HANDRAIL SET PIPE IN CONC. M FOOTING M� U 1 0 TO 1 J"0 .d . HANDRAIL DETAIL "A" tl W WIDE BLOCK WALL DETAIL "B" NOTES: 4.0' 4.8' 2.2' 2.2' .. ,. 1. MATERIAL: SOLID POLYETHYLENE 0. 194.35 FS 18 o D+ fi 2. WHEEL STOP COLOR: YELLOW _ _ 3. MANUFACTURER - PLASTICS -R- UNIQUE, INC. 1 =III =111; 111_11 I I (194.25) = III =III l i� 194.73 TC I- 352 MILL STREET • . e- ¢ ,� � �! � T -e •e• of / / \ \ / / \ \ /.� WADSWORTH, OH 44281 � \ \� / \� / CONCRETE 40 FEET CONTACT - BOBBIE PERTIE \` / /, \�� /��;, -- 11=11. 11= 11= 11= 11 -11= ,1111 =11 =91 11 =11 -11 J9 >,``,; \`•, /��,�`,` /`\�`• \000 / / / / 330 - 334 -4820 PHONE THAN 1:20 SHALL BE CONSIDERED A RAMP AND SHALL APRON ' /Q' 330 - 334 -4720 FAX ° \ p' r\ ��/ �O /rOOC�iIt��d��<f;i��lti'�IiI �;�~c'��`�' ®.��'►14+,�b.d : /ia / / /i, / %a :.. o-- > -. a: /, a�ec,�... tia�, /i� /i� / 4. USE ONLY MANUFACTURER SUPPLIED LAGS \ \i / \i,\ \i /�, \.ry��.•rp.<rs.. r .tezt� . �.: vy.rs c . r��e,iy. ra. s C"B- ,i�i� %/i r /r >r \\\\\\\\\\\\\ \\ \\ \ \ \\\ NOT TO SCALE AND SPIKES RAILING 5. PRE -DRILL HOLES THROUGH PARKING ° ° ° ° d. a SURFACES (-Y4' BIT FOR LAGS AND %" BIT RECORD FROM: ELEVATION: 187.89' DATUM: CCS83 , FOR SPACES 6" CONC. 6. FILL PRE - DRILLED HOLES WITH HEAVY DUTY 192.82 f BS a. ° CONSTRUCTION ADHESIVE SUCH AS PL400 s (3) 8" LAGS FOR CONCRETE PAVEMENT OR 12" ^ GALVANIZED PLATED SPIKES FOR ASPHALT PAVEMENT REQUIRED FOR EACH WHEEL STOP. SEE MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. 4" AB �^ I l ll1 11_ 1111F, 111F, 111F, l SOLID PLASTIC WHEEL STOP COMPACTED SUBGRADE NOT TO SCALE BIORETENTION 8.28' 12.00' BASIN SIDEWALK DRIVE LANE _ 10.00'f PROPOSED CHICK -FIL -A RESTAURANT 195.22 TC 194.72 FL I G FF =195 80'e 1.9% 2.8% n =„ III Ell 1-1, it III II I =I I I- 0.92 I III - 11I 1 ' I I I I I I I I III -I 1 =I -I - I I -1 _ITi- III -ITi =1 I 1 =I 1 r- I: -11 r -I I I- 4" PIPE- SECTION A- A (PERFORATED) NOT TO SCALE R 12.4' XISTIII�© 1 WALL 194.30 GR 190.62 INV j � 0 Iit 1 i m-(,�,.�� -v 2.75'111I' IIL I it ;111- 4" PIPE - !il +Tls 1 Ill ill (PERFORATED) _I -1 6 "PIPE 5.7 4.0' 4.8' 2.2' 2.2' .. ,. w GRATE 0. 194.35 FS 18 o . En 2.5% (194.21) � Q 27o 31 _ _ SLOPE 1 =III =111; 111_11 I I (194.25) = III =III l i� 194.73 TC I- A • . e- ¢ ,� � �! � T -e •e• of / / \ \ / / \ \ /.� 11= 1-,11 a -11 11 l= �-r =11 tl= / / \ \o \ \r. \ \o; 99-- H -11�1i 11 =11 11 =1I : 1C 11- 11- ii -11 =11 9! f��.' / \ \o�' /�'�� • , -. Ili[ L��I�IITI91111111. 11f1669111019: IIllalilllllCllllli,�li�� •� � \ \� / \� / \ \o \� /�o \�. :, • % % % \:; 40 FEET PROPOSED \` / /, \�� /��;, -- 11=11. 11= 11= 11= 11 -11= ,1111 =11 =91 11 =11 -11 J9 >,``,; \`•, /��,�`,` /`\�`• \000 / / / / \ \o0 11- n_It_It�n_n_n -11 -,� - -ai ll =1r.II li_la II 000: \. / / / / / / / //! THAN 1:20 SHALL BE CONSIDERED A RAMP AND SHALL iY =� -� O -i rf. 2-C -e -• :G JJam, ry „a W..�.o� r,�� / / i�i�• ¢s _,- s ❑. . ' /Q' / \ \ /� /' \ \ \ \'�¢ I�Y1. P�Ld. � ®ZS' �'�d /:•OC°.r <i9 �',ZA"•l�Ld ��j9 " " ®,LJ.,j�\� \' \ \ \V ° \ p' r\ ��/ �O /rOOC�iIt��d��<f;i��lti'�IiI �;�~c'��`�' ®.��'►14+,�b.d : /ia / / /i, / %a :.. o-- > -. a: /, a�ec,�... tia�, /i� /i� / ® \ \i / \i,\ \i /�, \.ry��.•rp.<rs.. r .tezt� . �.: vy.rs c . r��e,iy. ra. s C"B- ,i�i� %/i r /r >r \\\\\\\\\\\\\ \\ \\ \ \ \\\ NOT TO SCALE RAILING VARIES 0.16' TO 2.4' I rim RECORD FROM: ELEVATION: 187.89' DATUM: CCS83 ., e. a ••. .• ;:¢ ee¢ F ¢ .e a r -•¢ 192.82 f BS - -+ o � I - - o .• a 7.: a r•. • • - -. NOT TO SCALE BIORETENTION 8.28' 12.00' BASIN SIDEWALK DRIVE LANE _ 10.00'f PROPOSED CHICK -FIL -A RESTAURANT 195.22 TC 194.72 FL I G FF =195 80'e 1.9% 2.8% n =„ III Ell 1-1, it III II I =I I I- 0.92 I III - 11I 1 ' I I I I I I I I III -I 1 =I -I - I I -1 _ITi- III -ITi =1 I 1 =I 1 r- I: -11 r -I I I- 4" PIPE- SECTION A- A (PERFORATED) NOT TO SCALE R 12.4' XISTIII�© 1 WALL 194.30 GR 190.62 INV j � 0 Iit 1 i m-(,�,.�� -v 2.75'111I' IIL I it ;111- 4" PIPE - !il +Tls 1 Ill ill (PERFORATED) _I -1 6 "PIPE 5.7 4.0' 4.8' 2.2' 2.2' DRIVE 194.13 S THRU w GRATE 0.67' 194.35 FS 18 o . En 2.5% (194.21) � Q 27o 31 _ _ SLOPE 1 =III =111; 111_11 I I (194.25) = III =III l i� 194.73 TC I- A ur CATCH _ I II I II II 194.4 FG 30 INCHES BASIN 6" PIPE 30 INCHES 40 FEET PROPOSED EL CAMINO HP RAMPS SECTION 405.0 405.7 "ANY PART OF AN ACCESSIBLE ROUTE WITH A SLOPE GREATER THAN 1:20 SHALL BE CONSIDERED A RAMP AND SHALL 36" PIPE * "THE LEAST POSSIBLE SLOPE SHALL BE USED FOR ANY RAMP." -- - (EXISTING) SECTION B -B NOT TO SCALE 195.38 , U 2010 ADA STANDARDS NOT FOR ACCESSIBLE CHANGE NO. DESCRIPTION 0.67' DESIGN MAX. RISE RUN FOR ACCESSIBLE RAMPS SCALE RIDGE WALL MAXIMUM SLOPE MAXIMUM RISE HORIZONTAL 8.3 A PROJECTION 1:12 TO <1:16 30 INCHES 30 FEET 1:16 TO < 1:20 30 INCHES 40 FEET a EL CAMINO HP RAMPS SECTION 405.0 405.7 "ANY PART OF AN ACCESSIBLE ROUTE WITH A SLOPE GREATER THAN 1:20 SHALL BE CONSIDERED A RAMP AND SHALL COMPLY WITH 4.8" * "THE LEAST POSSIBLE SLOPE SHALL BE USED FOR ANY RAMP." "THE MINIMUM CLEAR WIDTH OF A RAMP SHALL BE 360." 'SEE MAXIMUM RISE/RUN CHART FOR ACCEPTABLE SLOPES. LANDINGS SECTION 405.7 - 405.7.4 *LEVEL LANDINGS WILL BE PROVIDED AT TOP AND BOTTOM OF EACH RAMP. LANDING LENGTH SHALL BE MIN. 60" AND BE AS WIDE AS RAMP MIN. 36 ". *IF RAMP CHANGES DIRECTION LANDING WILL BE MIN. 60 "40" *"IF A DOORWAY IS LOCATED AT A LANDING, THEN THE AREA IN FRONT OR THE DOORWAY SHALL COMPLY WITH 4.13.6" HANDRAILS SECTION 405.8- 405.9.2 * "IF A RAMP HAS A SLOPE GREATER THAN 5% AND A RISE GREATER THAN 6" OR A HORIZONTAL PROJECTION GREATER THAN 72 ", THEN IT SHALL HAVE HANDRAILS ON BOTH SIDES" •HANDRAIL WILL BE CONSTRUCTED OF WELDED STEEL PIPE - GRIND SMOOTH AND PAINT TO MATCH EXISTING. CROSS SLOPE SECTION 406.2 *THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN 1:50. NOWHERE SHALL THE CROSS SLOPE OF AN ACCESSIBLE ROUTE EXCEED 1:50. CONCRETE BERM DETAIL 53 @ TRASH ENCLOSURE N TS 195.00 TC R 6.5 CF 194.46 FS PARKING STALL (AC) TRASH ENCLOSURE U wl a 5.0 3.8 DAYLIGHT GRASS S/W lI ZS j 1 0.3 192.8)-±F G _ 6q 192. - 1!DEEPENEDI Ii!'� (;;'- CURB SECTION C -C NOT TO SCALE CHANGE NO. DESCRIPTION 0.67' DATE BENCHMARK SCALE RIDGE WALL DESIGNED BY: a a ENGINEERING DEPARTMENT APPROVALS 8.3 A 5.4' 5.1' ^ SIDEWALK AS- GUILTS SIDEWALK s /o• a EL CAMINO HP 1.0' REVIEWED LiY: MA7�MAH /ER, 042519 RENCE A. ATT 3 �27 / tl Z PUBLI�W0�21t$ D�ECTQ� DATE DATE 7 L- / DETAIL sHEET 3 WITH secrloNS FoR: 194 N. EL CAMINO REAL CHICK -FIL -A RESTAURANT APN 259- 121 -34/35 PLANNING CASE NO: 10 -127 MUP / DR / CDP I P/L S/W 5.0 3.8 DAYLIGHT GRASS S/W lI ZS j 1 0.3 192.8)-±F G _ 6q 192. - 1!DEEPENEDI Ii!'� (;;'- CURB SECTION C -C e No. 75205 {: Exp. 12-31-2013 196.20 TW 195.54 FS EXISTING GROUND SECTION D -D NOT TO SCALE NOT TO SCALE CHANGE NO. DESCRIPTION 0.67' DATE BENCHMARK SCALE RIDGE WALL DESIGNED BY: DRAWN BY: 12.42' ENGINEERING DEPARTMENT APPROVALS 8.3 A 5.4' 5.1' JPH SIDEWALK AS- GUILTS SIDEWALK s /o• EXIST. EL CAMINO HP 1.0' REVIEWED LiY: MA7�MAH /ER, 042519 RENCE A. ATT 3 �27 / tl Z PUBLI�W0�21t$ D�ECTQ� DATE DATE 7 L- / DETAIL sHEET 3 WITH secrloNS FoR: 194 N. EL CAMINO REAL CHICK -FIL -A RESTAURANT APN 259- 121 -34/35 PLANNING CASE NO: 10 -127 MUP / DR / CDP I P/L S/W REAL 195.67 FS 1.6� WALL RAILING VARIES 0.16' TO 2.4' TURN POCKET GOING S'LY ALONG EL CAMINO REAL. RECORD FROM: ELEVATION: 187.89' DATUM: CCS83 192.82 f BS e No. 75205 {: Exp. 12-31-2013 196.20 TW 195.54 FS EXISTING GROUND SECTION D -D NOT TO SCALE Do of N 0) < U U (D z 0 -w V) CD LLi 0 co acv ow Z�X X 0' U) I U < n _ 0) o_ V w V)L� 0� \ a a ti 0 F W q U G¢ b a c� O 0 o o 0 0 w U a CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. sMH JPH sMH AS- GUILTS -'� s /o• DESCRIPTION: NO.R1800 11 -93 EC LOCATION: CENTERLINE MONUMENT ON EL CAMINO REAL. 02 MILE N'LY FROM ENCINITAS BLVD. WELL MONUMENT IN LEFT HAND HORIZONTAL: AS NOTED VERTICAL: AS NOTED PLANS PREPARED UNDER SUPERVISION OF DATE: 3 -13 -12 R.C.E. NO.: 75205 CRAIG S. DI BIAS EXP.: 12/31/13 REVIEWED LiY: MA7�MAH /ER, 042519 RENCE A. ATT 3 �27 / tl Z PUBLI�W0�21t$ D�ECTQ� DATE DATE 7 L- / DETAIL sHEET 3 WITH secrloNS FoR: 194 N. EL CAMINO REAL CHICK -FIL -A RESTAURANT APN 259- 121 -34/35 PLANNING CASE NO: 10 -127 MUP / DR / CDP A A O��-� 1 1 TURN POCKET GOING S'LY ALONG EL CAMINO REAL. RECORD FROM: ELEVATION: 187.89' DATUM: CCS83 SHEET 7 OF Do of N 0) < U U (D z 0 -w V) CD LLi 0 co acv ow Z�X X 0' U) I U < n _ 0) o_ V w V)L� 0� \ a a ti 0 F W q U G¢ b a c� O 0 o o 0 0 w U a Landing r°--A - -� •220 rim (4') s Ecrn DETAIL 1 1 (5'), or from joint to joint in panel whichever Is less SECTION A -A Concrete Gutter Exi _ NOTES: Truncated Domes ® 40 mm to 61 mm s acing c/c N T. Stanton 1. See Standard (1.1. 6" to .4'� 2 C �O - - - - - -- -00 0000000000000000000000000 Y a designation for romp at straight curb (shown above). DRAWING G -24 NUMBER 00 0000000000000000000000000 ' e 11073 G (� 5. For truncated domes details, pleose see Standard Drawing G " NOTE: 00000000000000000000000000 a c A. q'. E" 0000000000000000000000000000 305mm (12 ") E o C E= wide border'I:•' 0000000000000000000000000000 SAN DIEGO REGIONAL STANDARD DRAWING o 1O '8' 0000000000000000000000000000. Std. Dwg. G -32 + 4 ,' ^ e 4(, 0x1 Showing Cut Add Mclric 0000000000000000000000000000 T- Slon10n 03/03 v E^ )op.. 0000000000000000000000000000 OPOAT£ E 1°,Er°d ,2,04 Truncated domes 0000000000000000000000000000 T. Stanton r^o - CONCRETE CURB, GUTTER,- vo Reformaaed 0000000000000000000000000000 T. Slontan 04/06 SIDEWALK AND PAVEMENT ®� 0000000000000000000000000000 REMOVAL AND REPLACEMENT DRAWING NUMBER G -11 0090*000000000*0000000660000 '-' 0000000000000000000000000000 0000000000000000000000000000 PLAN -- TILE 40 mm to 51 mm NOT To SCALE (1.6" to 2.4") 17 mm (0.7 in,) min. 00000 00 000 00 coo 0000 o 000 0 00 004 OOd O 00 000 E 00 0 000 } -�{ I-� -See note # 2 I I 000 .13.mm �2 in,) R �d. N E'er 0000000 00 En C E 00000 0000000000000 000000000 000 0 00000 ° C r.� 00000 000000000 000 5 mm Bose Ein 0000000 OO E� 000 00000 O a" 00 O E� 000 0o0 O O - - DETAIL Note: 1 Pattern, size & See note (f .3 NOT TO SCALE orientation ore per 23 ram to 36 mm manufacturers (0.90" to 1.4°) recommendation NOTES: 6 0 1. Detectable warning surface color shall be yellow conforming to federal standards 595B Table Iv, color Me. 33538, or os specified by the agency. Color shall be homogeneous throughout the tile. 2. Truncated dome top diameter of 50% of the base diameter minimum to 65% of the base diameter maximum. 3. During and after the file installation and t he concrete cu rin g stage, it is imperative that there is no walking, leaning or external forces placed on the the to rack the tile, causing a void between the underside of the and concrete. Revision By Approved Date RECOMMENDED BY THE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL TANOAROS COMMITTEE ORIGI Parkinso 2' 95 Add- Mchl'c' Btonlan_ 23903 &arson RFRC.C19246 V-DATE ID navies 12/04 TRUNCATED DOMES bate DRAWING G-30 NUMBER Landing Z 1.22 m (4') Z Face of curb l Lip (toe) of .Gutter PLAN Si Z 1.22 To (4') Z Top of curb j - I //� Gutter flow line ELEVATION 1,22m (4') min. FS�eNote 41 I 8.33� 7 0 102mm S% max, gutter apron slope at romp opening 61 no (2') ,uncc Existing Pavement domes See Detail B (4 ") Thick min. 305mm I 3 - Sid. Dwg. G -32 r°--A - -� Tronsition area Ecrn I.• I.;. 1 (5'), or from joint to joint in panel whichever Is less SECTION A -A Concrete Gutter Exi L NOTES: Curb Line N T. Stanton 1. See Standard Drowing G -32 for general notes. C �O - 2. Type A -1 is o designation for romp at curb return. Remaining edge to be Y a designation for romp at straight curb (shown above). DRAWING G -24 NUMBER ir ' e 11073 G (� 5. For truncated domes details, pleose see Standard Drawing G m NOTE: 6. Z side slope a When distance from "Area to be removed" to existing joint, edge or A. q'. 6 Approved Dole 305mm (12 ") ^ ae.,� ° °;�•: o C RECORD FROM: ELEVATION: 187.89' DATUM: CCS83 wide border'I:•' °I SAN DIEGO REGIONAL STANDARD DRAWING See Detail A ORIGINAL M.Bohmanion Std. Dwg. G -32 + 4 ,' ^ e 4(, 0x1 Showing Cut Add Mclric •',:e'; e ea oaa ea oaaoeso T- Slon10n 03/03 SAN DIEGO REGIONAL STANDARD DRAWING .° 000000000000000000° •�'0 )op.. OPOAT£ °_.••�•eaa 000000000000090 '''. a'nr,.' D. Dawes ,2,04 Truncated domes se ea oo ea000aa oases" �'`e- �'�e -' T. Stanton 03103 - CONCRETE CURB, GUTTER,- :a:ea oo ooaos ae as eaa so- ^'^ Reformaaed T. Slontan 04/06 SIDEWALK AND PAVEMENT ahairparsan R.C.E. 19246 Cate REMOVAL AND REPLACEMENT DRAWING NUMBER G -11 Z 1.22 m (4') Z Face of curb l Lip (toe) of .Gutter PLAN Si Z 1.22 To (4') Z Top of curb j - I //� Gutter flow line ELEVATION 1,22m (4') min. FS�eNote 41 I 8.33� 7 0 102mm S% max, gutter apron slope at romp opening 61 no (2') ,uncc Existing Pavement domes See Detail B (4 ") Thick min. 305mm I 3 - Sid. Dwg. G -32 60 BY THE SAN DIEGO DARDS COMMITTEE Revised T. Stanton 04/05 (FOR EXISTING SIDEWALK) DRAWING NUMBER G-28 ,2000 .ry(y I I Varies 13mm (1/2 ") R /' _ ,t I I 13mm (1/2 ") R / I 5 i I I I Width as shown on plan i02mm (4") 13mm (1/2i R-1 -�--•-6mm {1/4 ") per it. ••,�� 1 blmm (2 °) Weakened Plane Joint NON - CONTIGUOUS Width as shown on 102mm (4°) i3mm - - R �6mm 1/4 °) Per 1l. (1/2 ") 51ram (T) Weakened Plane Joint CONTIGUOUS - NOTES: 1. Concrete shell be 3081kg /MS- C- 17 -Mloo (520 -C- 2500). LEGEND ON PLANS 2. See Standard Drawings G -'9 and G 10 for joint details. 0 Revision B oved Date SAN DIEGO REGIONAL STANDARD DRAWING REA BY THE SAN DIEGO REGIONAL ONAL STANDARDS COMMITTEE ORIGINAL Kercheval 12/75 Add Mill T. Moran 03103 ( 510112003 Reformated T. Stanton 04106 SIDEWALK - TYPICAL SECTIONS air ar>ron R.C.E. 19240 Dole DRAWING G_] NUMBER SEE SDG -100 NOTES: 1. Expansion joints - - - at curb returns, adjacent to structures and at 13.7m (45') intervals. (See Standard Drawing C -10). Z Weakened Plane Joints-- - - - -at mid point of curb return, when required, and at 4,57m (15) intervals from P,C.R.'s (See Standard Drawing G -10), 3. 635mm (1/4 ") grooves with 6.35mm (1/4') radius edges at 1.52m (5') intervals. 61 RBW61an By Approved Dole SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STA BY THE SAN DIEGO REGIONAL RECOMMENDED BY THE COMMITTEE ORIGINAL Kercheval 12/75 Add Metric T. Stanton 03/03 6(, 5/011203 Reformatted T. Stanton 04/06 SIDEWALK JOINT LOCATIONS ch-1 i Dote DRAWING G -9 NUMBER Existing Score Mark i v Existing Score Mal L Area to be removed 1.5m (5'), or from joint to pint in panel whichever is less SIDEWALK PLAN 1 d- II SIDEWALK SECTION Joint Existing Joint HrP,a lU UC fCf11UYCU (12 ) Exisiinq Joint or Edge Existing Score Mork,--,,,",, 1 (5'), or from joint to joint in panel whichever Is less SECTION A -A Concrete Gutter Exi L NOTES: Curb Line ENGINEERING DEPARTMENT APPROVALS T. Stanton 1. See Standard Drowing G -32 for general notes. Reviewed � U 2. Type A -1 is o designation for romp at curb return. Remaining edge to be 3. Type B -1 is a designation for romp at straight curb (shown above). DRAWING G -24 NUMBER 4. Landing cross slope sholl be 2.0% max. in both directions. ' e 11073 G (� 5. For truncated domes details, pleose see Standard Drawing G -30. NOTE: 6. Z side slope sholl be 10:1, When distance from "Area to be removed" to existing joint, edge or Revision 6 Approved Dole RECOMMEND RECORD FROM: ELEVATION: 187.89' DATUM: CCS83 del to joint, edge or score mark. SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL ORIGINAL M.Bohmanion 2195 Showing Cut Add Mclric By T- Slon10n 03/03 SAN DIEGO REGIONAL STANDARD DRAWING CURB RAMP TYPES A -1 AND B -1 )op.. OPOAT£ 12/75 D. Dawes ,2,04 Add Metric - T. Stanton 60 BY THE SAN DIEGO DARDS COMMITTEE Revised T. Stanton 04/05 (FOR EXISTING SIDEWALK) DRAWING NUMBER G-28 ,2000 .ry(y I I Varies 13mm (1/2 ") R /' _ ,t I I 13mm (1/2 ") R / I 5 i I I I Width as shown on plan i02mm (4") 13mm (1/2i R-1 -�--•-6mm {1/4 ") per it. ••,�� 1 blmm (2 °) Weakened Plane Joint NON - CONTIGUOUS Width as shown on 102mm (4°) i3mm - - R �6mm 1/4 °) Per 1l. (1/2 ") 51ram (T) Weakened Plane Joint CONTIGUOUS - NOTES: 1. Concrete shell be 3081kg /MS- C- 17 -Mloo (520 -C- 2500). LEGEND ON PLANS 2. See Standard Drawings G -'9 and G 10 for joint details. 0 Revision B oved Date SAN DIEGO REGIONAL STANDARD DRAWING REA BY THE SAN DIEGO REGIONAL ONAL STANDARDS COMMITTEE ORIGINAL Kercheval 12/75 Add Mill T. Moran 03103 ( 510112003 Reformated T. Stanton 04106 SIDEWALK - TYPICAL SECTIONS air ar>ron R.C.E. 19240 Dole DRAWING G_] NUMBER SEE SDG -100 NOTES: 1. Expansion joints - - - at curb returns, adjacent to structures and at 13.7m (45') intervals. (See Standard Drawing C -10). Z Weakened Plane Joints-- - - - -at mid point of curb return, when required, and at 4,57m (15) intervals from P,C.R.'s (See Standard Drawing G -10), 3. 635mm (1/4 ") grooves with 6.35mm (1/4') radius edges at 1.52m (5') intervals. 61 RBW61an By Approved Dole SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STA BY THE SAN DIEGO REGIONAL RECOMMENDED BY THE COMMITTEE ORIGINAL Kercheval 12/75 Add Metric T. Stanton 03/03 6(, 5/011203 Reformatted T. Stanton 04/06 SIDEWALK JOINT LOCATIONS ch-1 i Dote DRAWING G -9 NUMBER Existing Score Mark i v Existing Score Mal L Area to be removed 1.5m (5'), or from joint to pint in panel whichever is less SIDEWALK PLAN 1 d- II SIDEWALK SECTION Joint Existing Joint Iting Joint or Edge CURB PLAN HrP,a lU UC fCf11UYCU r VLUllll tJU � 111111. Exisiinq Joint or Edge Existing Score Mork,--,,,",, 1 (5'), or from joint to joint in panel whichever Is less from existing joint or edge of curb Exi L v � Curb Line ENGINEERING DEPARTMENT APPROVALS T. Stanton 03/03 TRENCH RESURFACING TYPES A & B Reviewed � U U Gutter Line Remaining edge to be Iting Joint or Edge CURB PLAN B Area to be removed 1.5m (5') min, from existing Exisiinq Joint or Edge Existing Score Mork,--,,,",, 1.5m (5') min. joint or edge of pavement L v � Add Metric ENGINEERING DEPARTMENT APPROVALS T. Stanton 03/03 TRENCH RESURFACING TYPES A & B Reviewed PAVEMENT SECTION T. Stanton D4/06 Remaining edge to be smooth and true with 38mm (1 -1/2 ") min. no shatter. DRAWING G -24 NUMBER REVIEWED BY: PWRENCE / -AA, 'AA �L MASIH MAHER, 042519 A. WATT PUBL O S DIRECTOR 312-7 / 12- -1��i-t / Z_ DATE DATE ' e 11073 G (� Concrete to be removed � NOTE: saw cat When distance from "Area to be removed" to existing joint, edge or ° TURN POCKET GOING STY ALONG EL CAMINO REAL. score mark is less than minimum shown, "Area to be removed" shall RECORD FROM: ELEVATION: 187.89' DATUM: CCS83 del to joint, edge or score mark. SHEET 8 OF SECTION 61 Showing Cut Revision By Approved Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED I NDARDS COMMTTEE ORIGINAL Kercheval 12/75 Add Metric T. Stanton 03103 - CONCRETE CURB, GUTTER,- Reformaaed T. Slontan 04/06 SIDEWALK AND PAVEMENT ahairparsan R.C.E. 19246 Cate REMOVAL AND REPLACEMENT DRAWING NUMBER G -11 1,22 an (4') min. Landing Line of Curb i See note Q6 -N 3 mm border wide border ) 8.33% max. Truncated domes I= See Std, Dwg. G -30 610 mm (2') minimum 305 mm 11111, 6 1Tri4;� (1/4.1 ) � T DETAIL A 305 mm (12 ") wide border SEE SDG -100 Remove & reconstruct pavement as shown on 'E plans to provide 5% max. slope within 1.22 m r� (4') sidewalk limit. a�i E b W J V 339, .r DETAIL e See Note 7 NOTES I. The removal of existing concrete curb, gutter, sidewalk and pavement for pedestrian romp installation shall comply with Standard Drawing G -11. For construction of Curb Ramps on existing sidewalks, removal of .additional sidewalk maybe required to comply with ADA requirements to meet the existing grade. 2. Arens shown thus: :'..'' •`e': shall have a medium to heavy broom texture finish, perpendicular to the axis of the ramp. 3. Areas shown thus: F771 are the minimum required for a complete romp installation and shall be concrete class 520 -C -2500. 4. If obstructions such as inlets, utility poles, fire hydrants, etc., are encountered, the romp locntions moy be adjusted upon the approval of the Resident Engineer, or Local Agency Inspector. 5. The ramp slopes will be measured relative to the sidewalk slope. Adjoining slope beyond romp sholl not exceed 20:1 (5 %). 6 0 6. Landing cross slope shall be 2.0% max. in both directions. 7, All projects (new construction & alteration), the lower end of 1.22 m (48 in.) width of the romp sholl be flush and free of abrupt charges between the bottom of the ramp and the street pavement surface. S. There shall be no more than 203.2 mm (8 in.) separation between the face of the curb and any given point on the nearest edge of the truncated domes. Revision By Approved Date RECOMMENDED BY THE SAN DIEGO 7. G.Far ORIGINAL kin�n 95 SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL TANDARDS COMMITTEE Add Metric T. Stanton 03 /03 ��- 12-04 -2 UPDATE D, Davies 12/04 GENERAL NOTES FOR CURB RAMPS Cla4persan R.C.E. 19246 Dole Revised T. STcron 04106 DRAWING G_S2 NUMBER Existing A.C. and Base ��I See Note 1 Asphoitl Concre 305mm (12 ") min. (typ,) feather to meet existing paving See Note 1 25mm 0 min, I _ - - Asphalt Concrete Base Material see Note 3 0 0 ll II I� If, TYPE A TYPE B NOTES: 1, Trench edges to be cut a minimum of 152mm (6 ") wider than trench for 914mm (3') wide or less, and 305mm (12 ") wider for trenches over 914mm (3') wide, 2. Existing A.C. shall be cut and removed in such a manner so as not to tear, bulge or displace adjacent pavement. Edges shall be clean and verlical, All cuts shall be parallel or perpendicular to street centerline, when practical, 3. Base material shall be replaced to depth of existing base. A,C, maybe substituted for base material. 4. A tock coat of asphaltic emulsion or paving asphalt shall be applied to existing A.C. or P.C.C. contact surfaces, prior to resurfacing, 5. Asphalt Concrete Resurfacing: - o) Minimum total thickness shall be one inch greater than existing A.C. b) A.C. shelf be hot plant mix. c) Finish course for Type B resurfacing shall be told down using a spreader box, 6. All A.C. resurfacing shall be seal coated with an emulsified asphalt and covered with sand. Chip sealing shall be applied as required by Agency. * Type B shall not be used on lateral crossings, 8. Sloughing of trench under pavement shall be cause for requiring additional pavement and base. 64 Revision B Approved Dale SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN OIECO REGIONAL STANDARDS COMMITTEE - volf8G123 ORIGINAL porkinson 2 9 Add Metric ENGINEERING DEPARTMENT APPROVALS T. Stanton 03/03 TRENCH RESURFACING TYPES A & B Reviewed SMH T. Stanton D4/06 thairpersan R.GE. 19246 Dais DESCRIPTION: NO.R1800 11 -93 EC LOCATION: CENTERUNE MONUMENT ON EL CAMINO REAL, 0.2 MILE N'LY FROM ENCINITAS BLVD. WELL MONUMENT IN LEFT HAND HORIZONTAL: AS NOTED VERTICAL: AS NOTED DRAWING G -24 NUMBER REVIEWED BY: PWRENCE / -AA, 'AA �L MASIH MAHER, 042519 A. WATT PUBL O S DIRECTOR 312-7 / 12- -1��i-t / Z_ DATE DATE DETAIL SHEET 4 FOR: 194 N. EL CAMINO REAL CHICK -FIL -A RESTAURANT APN 259 - 121 -34135 PLANNING CASE NO: 10 -127 MUP / DR / CDP 11073 G (� 5 No. 75205 1 a 4r Falp.12 -31 -2013 * USE SDG -107, SDG -108 NOTICE TO CONTRACTOR THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL UTILITIES, PIPES, AND /OR STRUCTURES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. IMPORTANT NOTICE Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a "Permit to Excavate" will be valid. For your Dig Alert I.D. Number call Underground Service Alert TOLL FREE 1 -800- 422 -4133 Ill Two working days before you dig. V CNQ GO 0 0 [V 0) 300 _ O =Ld nzO < o O 0 D� ]W Ln X < Cl Ll DO (0 QO 1 Q M L•EO E v 0. a D 0 c, 0 F U w e H w q ro U b z� 0 0 ti 0 i 0 0 0 v i n. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. SMH JPH SMH AS- 8VILTS l -1 DESCRIPTION: NO.R1800 11 -93 EC LOCATION: CENTERUNE MONUMENT ON EL CAMINO REAL, 0.2 MILE N'LY FROM ENCINITAS BLVD. WELL MONUMENT IN LEFT HAND HORIZONTAL: AS NOTED VERTICAL: AS NOTED PLANS PREPARED UNDER SUPERVISION OF DATE: 3 -13 -12 R.C.E. NO.: 75205 CRAIG S. DI BIAS EXP.: 12/31/13 REVIEWED BY: PWRENCE / -AA, 'AA �L MASIH MAHER, 042519 A. WATT PUBL O S DIRECTOR 312-7 / 12- -1��i-t / Z_ DATE DATE DETAIL SHEET 4 FOR: 194 N. EL CAMINO REAL CHICK -FIL -A RESTAURANT APN 259 - 121 -34135 PLANNING CASE NO: 10 -127 MUP / DR / CDP 11073 G (� TURN POCKET GOING STY ALONG EL CAMINO REAL. RECORD FROM: ELEVATION: 187.89' DATUM: CCS83 SHEET 8 OF V CNQ GO 0 0 [V 0) 300 _ O =Ld nzO < o O 0 D� ]W Ln X < Cl Ll DO (0 QO 1 Q M L•EO E v 0. a D 0 c, 0 F U w e H w q ro U b z� 0 0 ti 0 i 0 0 0 v i n. CHANGE NO. f' �S }tip V, ,-, DELTA L i - 55'48'39" 2.00' 1.95' C2 o I 25.00' I C3 891425" DUG "(SHARED) 43.61' C4 30'33'47" 15.00' 8.00' C5 r 5.00' 2.43' C6 19 6.00' 9.62' 1 14 m C K N C8 I 8A 1.00' 1.57' - KRAGEN 180'00'00" 1.50' am aM - - - -- � - 86'40'08" 3.00' 10.0' _ - - -'J -- L34 3.00' 4.72' C12 5'56'27" 25.00' 2.59' C13 VOO'01" 46 1.75' C14 89'14'25" 16.00' 24.92' C15 89'59'57" 3.00' 4.71' � I � 29.00' 6.49' 8A 13'04'58" 29.00' 6.62' 48 I Y I I 30 O 43 15 16 - - 22.1' 10. .o O I 1 PROVIDE 4- INCHES . WIDE WHITE STRIPES 48 DIAGONALLY AT 36 INCHES ON CENTER I CENTER (MIN.) 13A 13B 9 LIMITS OF GRADING I SA r� 1 48 I �I I 5 I x M i I I ::I w I N 48 I �. h 4m 3 44 NOTICE TO CONTRACTOR __T11E CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF UTILITIES, PIPES, AND /OR STRUCTURES AND SHALL RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVA UTILITIES, SHOWN OR NOT SHOWN HEREON. IMPORTANT NOTICE Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a _Permit to Excavate" will be valid. For your Dig Alert I.D. Number call Underground Service Alert TOLL FREE 1- 800 - 422 -4133 Two working days before you dig. 19 CURVE TABLE CURVE DELTA RADIUS ILENGTH C1 55'48'39" 2.00' 1.95' C2 3411'21" 25.00' 14.92' C3 891425" 28.00' 43.61' C4 30'33'47" 15.00' 8.00' C5 2748'32" 5.00' 2.43' C6 91'54'12" 6.00' 9.62' C7 90000'00" 2.00' 3.14' C8 90'00'00" 1.00' 1.57' C9 180'00'00" 1.50' 4.71' C10 86'40'08" 3.00' 4.54' C11 9012'33" 3.00' 4.72' C12 5'56'27" 25.00' 2.59' C13 VOO'01" 25.00' 1.75' C14 89'14'25" 16.00' 24.92' C15 89'59'57" 3.00' 4.71' C16 12'49'40" 29.00' 6.49' C17 13'04'58" 29.00' 6.62' LIMITS OF GRADING CONSTRUCTION NOTES ON SHEET 10 (SITE /HORIZONTAL CONTROL PLAN) SITE DETAILS ON SHEETS 5, 6, 7, & 8 o V_,L_zA ° I' 7 ( 7 L 10 A rr��. \ 6A 19 I 34 29 H I \ 5SC v I \ 0' 31 \ I 41 I I 46 FIRE RISER ° °° , ; 51 1\ j SMH .J M \ r\ RAMP 7 34 VATASE 04' MECHANICAL �4 96' 18 39 i 37 « *« FOUNDATION / 7 N SA GM 40 ci.. J 42 t f ° 40 \\ 34 SEWER 0 • CJ:.1 \ FF= 195.80 9 21 26 \ SPACE \ BETWEEN EJ BUILDINGS i 41 V El F \ S 14 TYP. \ 31 w TYP. x \ TYP. CJ .: 33 48.06' LIMITS OF GRADING 44 o DESCRIPTION APPROVED DATE BENCHMARK SCALE r�?! A 14P -1 DESCRIPTION: NO.R180011 -93 EC LOCATION: CENTERLINE MONUMENT ON EL CAMINO REAL 02 HORIZONTAL: AS NOTED MILE WILY FROM ENCINITAS BLVD, WELL MONUMENT IN LEFT HAND TURN POCKET GOING S'LY ALONG EL CAMINO REAL. VERTICAL: AS NOTED RECORD FROM: ELEVATION: 187.89' DATUM: CCS83 181 I I8A u L 2 13A lEl 1 29 26 BOTTOMDE 23 24 C ;l tt RIW 4Qt} I�i 1 �1i l 23 124 JL5 22� 29 122 29 a 23 1 1 !� 1 , 1 1 ; 1 ' 1 1 Ill X11 � 11 11 1 5> 1 24 23 25 1 0 1 w1 i 8A I ® 13B U I 21 NMITE STRIPES 1 ES ON CENTER n� 18 11 L� 6�E Y 8A 2g 1 <p WIDE E E 5 �. .V' x 111 SEE SHE T 1 q GRAPHIC SCALE 5 10 20 ( IN FEET ) 1 inch = 10 ft. Q� 'il 8A �5 -� 1�12J I 11l I : 1 r 1 C es " LIMITS OF 1, IGRADIN G LINE TABLE LINE BEARING LENGTH L1 N54'36'22 "W 12.07' L2 N88'47'43 "W 16.09' L3 N00'26'42 "E 39.63' L4 N30'07'05 "W 19.08' L5 N0218'33 "W 26.46' L6 NO2- 32'33 "E 9.15' \ N89'21'39 "W 14.04' L8 N00'38'21 "E 27.00' L9 N89'21'39 "W 15.00' L10 NOO'38'21 "E 0.35' L11 N89'21'39 "W 16.17' L12 N00'46'38 "E 0.51' L13 N08 29'43 "W 16.72' L14 N80'S4'05 "E 9.69' N0112'17 "E 2.38' L31 N0112'17 "E. 17.09' L32 N8847'43 "W 6.00' L33 N01'36'14 "E 45.71' L34 N89'02'04 "W 1.48' L35 N00'53'38 "E 3.42' L36 N8910'05 "W 8.80' L37 N82'37'01 "E 9.57' LIMITS OF GRADING CONSTRUCTION NOTES ON SHEET 10 (SITE /HORIZONTAL CONTROL PLAN) SITE DETAILS ON SHEETS 5, 6, 7, & 8 o V_,L_zA ° I' 7 ( 7 L 10 A rr��. \ 6A 19 I 34 29 H I \ 5SC v I \ 0' 31 \ I 41 I I 46 FIRE RISER ° °° , ; 51 1\ j SMH .J M \ r\ RAMP 7 34 VATASE 04' MECHANICAL �4 96' 18 39 i 37 « *« FOUNDATION / 7 N SA GM 40 ci.. J 42 t f ° 40 \\ 34 SEWER 0 • CJ:.1 \ FF= 195.80 9 21 26 \ SPACE \ BETWEEN EJ BUILDINGS i 41 V El F \ S 14 TYP. \ 31 w TYP. x \ TYP. CJ .: 33 48.06' LIMITS OF GRADING 44 o DESCRIPTION APPROVED DATE BENCHMARK SCALE r�?! A 14P -1 DESCRIPTION: NO.R180011 -93 EC LOCATION: CENTERLINE MONUMENT ON EL CAMINO REAL 02 HORIZONTAL: AS NOTED MILE WILY FROM ENCINITAS BLVD, WELL MONUMENT IN LEFT HAND TURN POCKET GOING S'LY ALONG EL CAMINO REAL. VERTICAL: AS NOTED RECORD FROM: ELEVATION: 187.89' DATUM: CCS83 181 I I8A u L 2 13A lEl 1 29 26 BOTTOMDE 23 24 C ;l tt RIW 4Qt} I�i 1 �1i l 23 124 JL5 22� 29 122 29 a 23 1 1 !� 1 , 1 1 ; 1 ' 1 1 Ill X11 � 11 11 1 5> 1 24 23 25 1 0 1 w1 i 8A I ® 13B U I 21 NMITE STRIPES 1 ES ON CENTER n� 18 11 L� 6�E Y 8A 2g 1 <p WIDE E E 5 �. .V' x 111 SEE SHE T 1 q GRAPHIC SCALE 5 10 20 ( IN FEET ) 1 inch = 10 ft. Q� 'il 8A �5 -� 1�12J I 11l I : 1 r 1 C es " LIMITS OF 1, IGRADIN G LINE TABLE LINE BEARING LENGTH L1 N54'36'22 "W 12.07' L2 N88'47'43 "W 16.09' L3 N00'26'42 "E 39.63' L4 N30'07'05 "W 19.08' L5 N0218'33 "W 26.46' L6 NO2- 32'33 "E 9.15' L7 N89'21'39 "W 14.04' L8 N00'38'21 "E 27.00' L9 N89'21'39 "W 15.00' L10 NOO'38'21 "E 0.35' L11 N89'21'39 "W 16.17' L12 N00'46'38 "E 0.51' L13 N08 29'43 "W 16.72' L14 N80'S4'05 "E 9.69' L15 N88'37'50 "W 3.00' L16 N01022'10 "E 9.30' L17 N01'22'10 "E 9.30' L18 N04'20'46 "E- 14.98' L19 N88'59'07 "W 1.78' L20 N01I3'26 "E 14,79' L21 N00'51'1 3 "E 7.08' L22 N8853'18 "W 9.38' L23 N01'06'42 "E 5.33' L24 N88'53'18 "W 28.43' L25 N88'53'18 "W 8.60' L26 N01022'10 "E 18.87' L27 NO3- 33'19 "W 19.84' L28 N00'26'42 "E 50.79' L29 N884043_ "W_ 33.38' L30 N0112'17 "E 2.38' L31 N0112'17 "E. 17.09' L32 N8847'43 "W 6.00' L33 N01'36'14 "E 45.71' L34 N89'02'04 "W 1.48' L35 N00'53'38 "E 3.42' L36 N8910'05 "W 8.80' L37 N82'37'01 "E 9.57' ik ?�3 ca FA m i� No. 75205 Eep. 12 -31 -2013 N t9 c [ t i c c c c p1 F 4 C L 4 4 DRAWING NO. 11073 -G SHEET 9 OF II t® 00 00 N N rn a j U � _ W 0 .z I �Q �� 0 �wv V) N - � O I Q vi �n 0 z a a U x w ti 3 b U 0 a 0 0 0 0 i �r c w U a i ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT SMH JPH SMH PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY SITE /HORIZONTAL CONTROL PLAN 1 DATE: 3 -13 -12 �, L?�_ FOR: 194 N. EL CAMINO REAL / gf_�_ MASIH MAHER, 042519 k4=AWRENCE A. WATT CHICK -FIL -A RESTAURANT R.C.E. NO.: 75205 3/ 271 12- PQ IC SDI CTOR � ' /fir APN 259.121 -34/35 CRAIG BIAS EXP.: 12/31/13 PLANNING CASE NO: 10 -127 MUP / DR / CDP 1 DATE DATE DRAWING NO. 11073 -G SHEET 9 OF II t® 00 00 N N rn a j U � _ W 0 .z I �Q �� 0 �wv V) N - � O I Q vi �n 0 z a a U x w ti 3 b U 0 a 0 0 0 0 i �r c w U a i EASEMENT NOTES ' © THE PRIVILEGE AND RIGHT TO EXTEND DRAINAGE STRUCTURES AND EXCAVATION AND ® THE PRIVILEGE AND RIGHT TO EXTEND DRAINAGE STRUCTURES AND EXCAVATION AND \� SITE PLAN DESIGN NOTES KEY PLAN EMBANKMENT SLOPES BEYOND THE LIMITS OF THE RIGHT OF WAY, WHERE REQUIRED EMBANKMENT SLOPES BEYOND THE LIMITS OF RIGHT OF WAY, WHERE REQUIRED FOR 14 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS OUSITE DESIGN KEY NOTES & FOR THE CONSTRUCTION AND MAINTENANCE OF SAID RIGHT OF WAY, AS CONTAINED IN THE CONSTRUCTION AND MAINTENANCE OF SAID RIGHT OF WAY, AS CONTAINED IN THE SET FORTH IN A DOCUMENT. } * °- * 60 CONSTRUCT ADA CURB RAMP PER S.DAS.D. STD'S. 60 r ❑1 DIRECTIONAL ARROW THE DEED RECORDED APRIL 3, 1968 AS INSTRUMENT N0. 55590 OF OFFICIAL DEED RECORDED JULY 16, 1979 AS INSTRUMENT NO. 79- 293577 OF OFFICIAL GRANTED TO: OLIVENHAIN MUNICIPAL WATER DISTRICT, A PUBLIC ; 8 5 RECORDS. RECORDS. G -28, TYPE A -1, TRUNCATED DOMES PER G -29 at CORPORATION \ CONSTRUCTION NOTES PER G -32. * 61 _ ❑2 DRIVE -THRU GRAPHICS 5 PURPOSE: A PIPELINE OR PIPELINES WITH THE RIGHT OF ! i * 61 CONSTRUCT SIDEWALK PER PER S.D.R.S.D. STD'S. 8 xr! ❑3 STOP LINE GRAPHIC O7 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS 12 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS �� 1 ❑ 8 V, INGRESS AND EGRESS 5 SET FORTH IN A DOCUMENT. SET FORTH IN A DOCUMENT. G -7, G -9, AND G -11. a� RECORDED: JUNE 28, 1982 AS INSTRUMENT NO 82- 197502 OF '�'{ 1 � ca PAINTED HANDICAP PARKING SYMBOL /NO PARKING GRAPHIC 5 GRANTED TO: SHAPELLE INDUSTRIES OF SAN DIEGO, INC., A OFFICIAL RECORDS 62 FULL DEPTH PATCH (AC + BASE) AND PER CITY REQUIREMENTS. ❑ 5 GRANTED TO: SAN DIEGO COUNTY FLOOD CONTROL DISTRICT, ZONE 1 5 CONCRETE SIDEWALK DETAIL WITH FRAME PATTERN CALIFORNIA CORPORATION AFFECTS: THE ROUTE THEREOF AFFECTS A PORTION OF SAID / ` \ PURPOSE: HIGHWAYS, DRAINS AND SLOPES WITH THE RIGHT TO PURPOSE: FLOOD DRAINAGE CONTROL LAND AND IS MORE FULLY DESCRIBED IN SAID of �: * 63 6" CURB & 18" GUTTER PER S.D.R.S.D. # G -2, 63 CONSTRUCT TURNED DOWN EDGE WHERE SHOWN ON PLAN 5 6A 68 6C DEDICATE SAME RECORDED: APRIL 6, 1981 AS INSTRUMENT NO. 81- 104521 OF DOCUMENT. /Q , \ I ^y TYPE G (W =24 "). * 64 R) 1., © RAMP DETAILS 5 5 5 RECORDED: JUNE 14, 1979 AS INSTRUMENT NO. 79- 246282 OF OFFICIAL RECORDS I j 1 �* 64 TRENCHING TO FOLLOW S.D.R.S.D. STD. G -24. 88 ❑7 TRUNCATED DOME DETECTABLE WARNING DETAIL 7 OFFICIAL RECORDS AFFECTS: THE ROUTE THEREOF AFFECTS A PORTION OF SAID %` 65 REMOVE AND REPLACE THE EXISTING CONCRETE SIDEWALK TILES ® CONCRETE CURB AND GUTTER AFFECTS: THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID (APPROXIMATELY 5 -6 TILES) THAT ARE DAMAGED ALONG THE LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. �~ FRONTAGE OF EL CAMINO REAL TO THE SATISFACTION OF THE * eA 6 -INCH CURB PER S.D.R.S.D. # G -1. DOCUMENT. C,Nl l f / ` CITY ENGINEER. (ITEM SCE, NO. 6 OF ATTACHMENT "B ", RESOLUTION * 8B 6 -INCH CURB & 18" GUTTER PER S.D.R.S.D. # G -2, 8A 88 8C NOTE: PLOTTED PORTIONS OF SAID INSTRUMENT ARE IDENTIFIED AS "SLOPE AND TEMPORARY _ _- _ ' ^J S NO. PC 2011 -24, CASE N0. 10 -127 MUP /DR /CDP) TYPE G (W =24- INCH). 5 5 5 CONSTRUCTION EASEMENT." \ `, �! * S.D.R.S.D= 8C 6" CURB & 18" GUTTER W/ DEEPENED FOOTING DETAIL REGIONAL 9 J ` ✓ SAN DIEGO "J F STANDARD DRAWING wC ' ❑9 SIDEWALK WITH CURB SECTION DETAIL 6 w ✓ 10 \ ° \� i' �_ a 10 DRIVE THRU PLAN VIEW 01 , DOUBLE 6" CONCRETE CURB & 24" CHANNEL DETAIL 11 6 �SSI f �� A 1 ! � ' 12 DIRECTIONAL SIGNAGE 6 ,1' V ALL SIGNS SHALL CONFORM TO THE "MANUAL ON UNIFORM - T G CAI V _ \ '��W J \ �_..e -_ -' TRAFFIC CONTROL DEVICES" BY THE U.S. DEPARTMENT OF TRANSPORTATION AND THE C IFORNIA BUILDING CODE CBC . CATV_- _- ___`�.____-- -____- -'j, `_'... -. .. ---^f `� �� \� -- '"- ;�._.;- ^'' -'"' , /�1 v:. " ~--" ( ) GATv' .._..- �, a~ y / } ~, --.,- 12A T -- �� -�._ - -._ ` 08f�A / \ `` 1` GRAPHIC SCALE 12A HANDICAP SIGN 12E "DRIVE -THRU DIRECTION SIGN" tsE r. 1 10 0 5 io 20 as 12B 12F 12B HANDICAP SIGN s 12F STOP SIGN AND POST 12C HANDICAP SIGN 12C 12c 12G POINTS OF INTERSECTION VIA , & I? (`CA C) a- r - - - - -- LIMITS OF GRADING 6462 FOR UNDERGROUNDING OF UTILITIES Ac WATER - - - - W -- - W - F = i w - _ E - - - 63 \ E - - -- -- LIMITS OF GRADING L3 - - - 61 MOLENA I OF ./ i 76i`Q� �1 /_. \ IN FEET) (EXISTING) s ACCESSIBLE PATH OF TRAVEL 6 W c 12D 120 / \ 1 inch = 10 ft. "DO NOT ENTER" SIGN g 62 13A 136 �_ - -- i m ** 13 TYPICAL ASPHALT PAVEMENT SECTION (13A & 136) 6 60 TRANSVERSE CONTRACTION JOINT (CJ) 14 15 6 CONCRETE APRON EDGE ® TRASH ENCLOSURE 6 CONCRETE PAVING 0 DRIVE THRU LANE, & TRASH ENCLOSURE APRON 16 ° PIPE BUMPER POST DETAIL 17 HANDICAPPED /STANDARD PARKING STALL & ADA STRIPING DETAIL 16 iI" 1 35 _ 19 SITE LIGHT: PROPOSED - EXISTING = _ VAi 20 TRANS 20 s 519` e- ` - ~' ❑ VERSE AND LONGITUDINAL DOWELED CONSTRUCTION JOINT 21 N7a "0 ' j Y l m \ \ t is 21 EXPANSION JOINT (EJ) - " 1 eM� t \ 22 12 -INCH ROUND GRATE (NDS #1250) WITH 12 -INCH SDR -35 6 22 \> \ PVC DRAIN PIPE. f_ } ° rz 71 �} �,1�` m 23 6 -INCH CURB OPENING DETAIL �3 7 \ _ y 24 "NO,DUMPING, GOES TO OCEAN" GRAPHIC PER CITY REQUIREMENTS 24 PB 5 L - .� '` \\ \\ �\ \ \ \ !'t ,�� r 25 SWALE ENTRANCE RIP RAP DETAIL 25 7 I GE GES T^ �x . -_ _ ___ \_._ ` 26 BID RETENTION BASIN DETAIL 47 45 - .r. _ ._ _ - - _ 1 ° ,345.73' � R1W ' \ \ \ \� \ e '1` 27 RAMP AND HANDRAIL DETAILS (SEE ADDITIONAL ARCH. DETAILS) �7 b21 - - 51 47 51 _ �l t 28 6 -FOOT PLASTIC WHEELSTOP (EXI TING) 12F 12F #1 \ �\ 1' '�� r LIMITS OF 29 4 -INCH SDR -35 PVC PERFORATED DRAIN PIPE WITH NECESSARY FITTINGS TO 12 -INCH RISER PIPE. �9 12C (EXISTING)I C 7 ❑L \\ L \ \ \ 1 GRADING h`� 19 _ �� \ ! 30 GATES INSTALLED BY BUILDING CONTRACTOR WITH DUMPSTER STRUCTURE. 14 I 51 \ < j \� 31 BITUMASTICLEXPANSION JOINT, TYPICAL. INSTALL EXPANSION JOINT - .._......_.. _ ._ _ .- - - - ti 1 _ _ K \__ .. „ -� �`'`� l`' CURB & GUTTER, AND OTHER CONSTRAINED OBJECTS. BUILDIN , - W _ GS NM cvRN@ Geller e I 1 I I �4 �� 32 6 -INCH SDR -35 PVC DRAIN PIPE WITH NECESSARY FITTINGS TO 12" PIPE STORM DRAIN SYSTEM 32 I I r 13A 45 43 88 12D \t 7 1 ( I I _ _ IP \ GUTTER 7 �( �\ \ �t 33 PATIO TABLES SEE ARCHITECTURAL PLANS). -- - - - - -- - -- I ON �' o\ L �� 12 \� )U - U - -I - - - - - - -I \ LY cp rn \ \ 5. 34 GREASE INTERCEPTOR (EXISTING VERIFY IF SUABLE), SEWER CLEANOUT & PROPOSED GREASE VAT !! _ _ _ \ -\ °o \ �4 j � \ TYPE 51 ; �; `i ,� 1 35 HEIGHT CLEARANCE ARM. I I 1 { 3 \ \ 31 �� 25 \\ 19 44 I o� BA I L36 43 13A \\ \V 13A L, TYP \ TYP•, 36 CONNECT TO EXISTING DRAIN BOX PER CITY OF ENCINITAS REQUIREMENTS. __- „ may_... _..__m___ _____ -.___ __.._. 1 16 S 3 ` SITE CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR THE PIV t ------ _ _ \�\ TYr...W \ . \,� . �\� 22 ` . EXACT DIMENSIONS OF THE BUILDING AND THE LOCATION OF FDC i' I(CFA) i - _ _ = r - -- \ - - j - - , \ �,x ` 4: DOORWAYS, UTILITIES, ETC. 21 38 TRASH ENCLOSURES WITH ROOF - KRAGEN AUTO & CHICK -FIL -A (SEE ARCHITECTURAL PLANS I (CFA) / a ' \\ t T�\ 14 88 20 ci 8C BEGINh� .,. fj 8A TYP . 32 . t\ v 1 46 I s�- \ \\ L29 \' r 24 29 \, /� `k 'S l 39 GAS METER (TO BE REPLACED BY GAS COMPANY) FOR DETAILS). C f ❑L • I I -- -- - - \ ! I'I • . G�_ . TYP. o J \ ; t Iy 40 ELECTRICAL PANEL IT- ° �- `- \ �" 41 4" RECTANGULAR CAST IRON PIPE ALHAMBRA FOUNDRY A -470 WITH NECESSARY FITTINGS (A -480) DOC (SHARED) I x�� 1 \� 22 CONNECT TO ROOF DOWNSPOUT AND OUTLET THROUGH CURB FACE. \� 7 �� 7 L 10 A 17 .. i 29 42 19 MENU ORDER BOARD AND BIKE RACK \¢ 26 BO TOMS 43 PAVEMENT SAWCUT LINE PER CITY REQUIREMENTS. 8A � �n „ 14 K EN I \ 19 31 I KRAGEN �;. I \ SA L 83.88 2 \ � !� °� � 't 44 THE CONTRACTOR SHALL INSTALL NECESSARY TRAFFIC CONTROL SAFETY {� I J 8A _ _ 10.0' \ `I n r� ❑ l ❑ BARRICADES, LIGHTING, AND OTHER REQUIRED CONTROL MEASURES TO SECURE 23 24 25 L34 R I\ J ` 22 THE WORK AREA FROM EXISTING TRAFFIC AND TO ASSURE PUBLIC SAFETY. \ 46 \ t` 1 } ? 45 RETAINING WALL TO MATCH EXISTING WALL TYPE, COLOR AND HEIGHT. REPAIR ANY BROKEN WALL `10 \ 34 H \ M�04� 29 t , �� 1 t ! WITHIN CHICK -FIL -A LIMITS OF CONSTRUCTION. 8C < � 46 DOUBLE DETECTOR CHECK, POST INDICATOR VALVE, FIRE DEPARTMENT CONNECTION, FIRE RISER 48 \ 41 (SEE UTILITY PLANS AND PLUMBING PLANS) L °I 9 �c I FIRE RISER � 51 l EXISTING WATER METER /PROPOSED BACKFLOW & PROPOSED WATER METER & BACKFLOW � MECHAN IT.I ��. / ICAL 48 PROTECT /ADJUST EXISTING ROOF SUPPORT TO GRADE LINE TABLE LINE BEARING LENGTH Li N543622 "W 12.07' L2 WRRu7Ai"w-T 1R no, L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 CHANGE NO. AS- BUILTS I L13 N08'29'43 "W 16.72' L14 N80'54'05 "E 9.69' L15 N88037'50 "W 3.00' L16 N01'22'10 "E 9.30' L17 N01'22'10 "E 9.30' L18 N04'20'46 "E 14.98' L19 N88'59'07 "W 1.78' L20 N01'13'26 "E 14.79' L21 N00'51'13 "E 7.08' L22 N8853'1 8"W 9.38' L23 N01'06'42 "E 5.33' 1.57' N88'53'18 "W 28.43' r 5 N88'53'1 8 "W 8.60' L26 I N01'22'10 "E 4.54' 18.87' L27 I NO3'33'19 "W 19.84' L28 N00'26'42 "E 50.79' L29 N8847'43 "W 33.38' L30 N01 I 22'17 "E 2.38' L31 N0112'17 "E 17.09' L32 N88'47'43 "W 6.00' L33 N01'36'14 "E 45.71' L34 N89'02'04 "W 1.48' L35 N00'53'38 "E 3.42' L36 N8910'05 'W 8.80' L37 N8237'01 "E 9.57' CURVE TABLE SEE SHEET 9 49 FULL DEPTH PATCH (AC + BASE) AND PER CITY REQUIREMENTS. CURVE DELTA RADIUS LENGTH DESCRIPTION APPROVED DATE BENCHMARK SCALE DESCRIPTION: NO.R1800 11 -93 EC LOCATION: CENTERLINE MONUMENT ON EL CAMINO REAL-!' HORIZONTAL: AS NOTED MILE NTY FROM ENCINITAS BLVD. WELL MONUMENT IN LEFT HAND TURN POCKET GOING STY ALONG EL CAMINO REAL. VERTICAL: AS NOTED RECORD FROM: ELEVATION: 187.89' DATUM: CCS83 C12 C1 55'48'39" 2.00' 1.95' 4'00'01" C2 34'11'21" 25.00' 14.92' C3 8914'25" 28.00' 43.61' C4 30033'47" 15.00' 8.00' C5 27'48'32" 5.00' 2.43' C6 91'54'12" 6.00' 9.62' C7 90'00''00" 2.00' 3.14' C8 90'00'00" 1.00' 1.57' C9 180'00'00" 1.50' 4.71' C10 86'40'08" 3.00' 4.54' C11 90'17'33" 3 nn' 4 79' DESCRIPTION APPROVED DATE BENCHMARK SCALE DESCRIPTION: NO.R1800 11 -93 EC LOCATION: CENTERLINE MONUMENT ON EL CAMINO REAL-!' HORIZONTAL: AS NOTED MILE NTY FROM ENCINITAS BLVD. WELL MONUMENT IN LEFT HAND TURN POCKET GOING STY ALONG EL CAMINO REAL. VERTICAL: AS NOTED RECORD FROM: ELEVATION: 187.89' DATUM: CCS83 C12 5'56'27" 25.00' 2.59' C13 4'00'01" 25.00' 1.75' C14 89'14'25" 16.00' 24.92' 6 5 89'59'57" 3.00' 4.71' C16 12'49'40" 29.00' 6.49' C17 13'04'58" 29.00' 6.62' NOTICE TO CONTRACTOR 50 12 CONCRETE STRIP PER ARCHITECTURAL DETAILS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE 51 EXISTING BLOCK WALL 52 PROPOSED WALL PER ARCHITECTURALAyD STRUCTURAL DETAILS. VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL UTILITIES, PIPES, AND /OR STRUCTURES AND SHALL BE 53 CONSTRUCT CONCRETE BERM 2' WIDE BY 2" HIGH 53 RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE 7 UTILITIES, SHOWN OR NOT SHOWN HEREON. © LANDSCAPE * S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWING IMPORTANT NOTICE o QROI ESSIONq` **PER SOILS REPORT Section 4216/4217 of the Government S. D/ F. Code requires a Dig Alert Identification �.�" Ql� %' yc Plan Prepared by.. Number be issued before a "Permit 10 Excavate" will be valid. No. 75205 A For your Dig Alert I.D. Number call Underground Service Alert {r Exp. 12 -31 -2013 Civil Engineers and LondSurveyors TOLL FREE 1 -800- 422 -4133 ,P CIVIL ��' Two working days before you dig • T R� 165 S. Anilo Dr., Suite 111, Orange, C4.91668 (714)935 -0165 Jox: (714)935 -0106 OF CALIEO DESIGNED BY: DRAWN BY: CHECKED BY: SMH JPH SMH ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF REVIEWED SITE /HORIZONTAL CONTROL PLAN 2 DATE: 3 -13 -12 FOR: 194 N. EL CAMINO REAL ( / MASIH MAHER, C42519 LAWRENCE A. WATT CHICK -FIL -A RESTAURANT 11073 -G 2��=��// R.C.E. NO.: 75205 PUB WO YS' DIRECTOR 3/ 27/ I Z � �-/ APN 259 - 121 -34135 CRAIG S. D IAS EXP.: 12/31/13 DATE DATE PLANNING CASE NO: 10 -127 MUP / DR / CDP SHEET 10 OFIf 00 00 N rn Q U Z W O vzI Ld �Of UQ O 0 ¢�� ow Z � X X Ln D C) D Z O 1 Q M rn -dv 0 z a w F vi 0 i 3 x m 0 0 In 0 0 w 0 w U i o. i I =s ,V �j — CAT'J I LIMITS OF GRADING — - M 51 1 FOR UNDERGROUNDING !�' o r�u OF UTILITIES , \ VM 1V88°48'40 "A — __ 8 C SEVYLIRR 4 _8" iACAiERIWWr — W (t87 - — _ F -- - - --- —7 LIMITS O F j� ` t89) 14 q 1Syx�. .� _ ¢) v I G - J J L. i { (� MH! RAMP � I j 11 SINGLE STORY STUCCO BLDG. ; ( KRACE:N'S AUTO v 180 N EL CAMINO REAL 6,738 S.F. \ 1 " LIMITS OF �1 GRADING LIMITS OF �' LIMITS OF GRADING GRADING I M \ ® P f� v a NOTICE TO CONTRACTOR THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL UTILITIES, PIPES, AND /OR STRUCTURES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. IMPORTANT NOTICE Section 4216/4217 of the Government Code requires a Dig At Identification Number be Issued before a "Permit to Excavate" will be valid. For your Dig Alert I.D. Number call Underground Service Alert TOLL FREE 1- 800 - 422 -4133 Two working days before you dig. ,rI a � � '.� L'?i 00 co Idd1 lix 1 1' l CFA/ °` ✓ 11� r A' 1, ---- p ICALC ice.✓ pY r : t faun._ �`til! LIMITS 0�, G ' � G TVn 0 00 = Lga;gu�'� TYP. El El R ENNI r 0 � 91 1' 'e� 1 t 1; ti _S 1 R/W I 13 M ttl �V 11 It 1 i n� Z� 1 i Jf I , LIM TTS OF GRA ING � f Gs 1 In t 11 �1 tl � s „11t r f \.. EROSION CONTROL 1. IN CASE ,EMERGENCY WORK IS REQUIRED, CONTACT DON 1KELER - AT (949) 923 -8243 MOBILE (24 HR.) (404) 305 -4407 CHICK -FIL -A (CORPORATE) 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 (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. NOTE: THIS PLAN IS FOR EROSION CONTROL ONLY, NOT FOR GRADING 1E v 48 dA I� N GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. CORRUGATED STEEL PANELS FILTER FABRIC CRUSHED AGGREGATE (BETWEEN 3 ° -6') SECTION A -A CORRUGATED STEEL PANELS STEEL CORRUGATED SHAKER PLATES NOT TO SCALE 2 BAGS TYP. SECT. i jr. tLt V. GRAVEL MAY BE USED IN PLACE OF SAND GRAVELBAG DETAIL Z NOT TO SCALE No. 75205 ;c Exp. 12-31-2013 * 80 04"1'7E V1 ere 1265S. Anita Oc, Suih 111, Orange, CA. 92868(714)935-0255 fax.-(714)935-01061 Of CM CHANGE NO. DESCRIPTION APPROVED' DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. sMH JPH sMH AS- 9UILTS &WjWffAj 5-10 •13 54(p'(3 DESCRIPTION: NO.R180011 -93 EC LOCATION: CENTERLINE MONUMENT ON EL CAMINO REAL, 0.2 MILE N'LYFROM ENCINITAS BLVD. WELL MONUMENT IN LEFT HAND HORIZONTAL: AS NOTED VERTICAL: AS NOTED PLANS PREPARED UNDER SUPERVISION OF DATE: 3 -13 -12 Qoi�� R.C.E. NO.: 75205• CRAIG S. -D7-BIAS EXP.: 12/31/13 REVIEWED BY: L �- MASIH MAHER, C42519 WRENCE A. WATT / 2 �/' Z P I V>�F Fr DI FF oR j�s DATE DATE EROSION CONTROL PLAN FOR: 194 N. EL CAMINO REAL CHICK -FIL -A RESTAURANT APN 259 - 121 -34/35 PLANNING CASE NO: 10 -127 MUP /DR/ CDP 11073 -G TURN POCKET GOING S'LY ALONG EL CAMINO REAL RECORD FROM: ELEVATION: 187.89' DATUM: CCS83 SHEET 11 OF V C* DO 0 00 N rn Q U Z Ld O f)Zo <U �J U O n =� 2 —v nw Z L: X Q n x un Y Q O CA J Q M v0) i, I AU) 04 a a 0 0 ro c� W v ,b U W a ' o 0 0 i m 0 0 c> i a OLIVENHAIN MUNICIPAL WATER DISTRICT GENERAL POTABLE WATER SYSTEM NOTES REQUIRED FOR SUBDIVISION IMPROVEMENT,kPLANS 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO 'EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE: 800 - 227 -2600) 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS. 9• THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4- MAXIMUM DEFLECTION PER COUPLING (2- PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICT'S REPRESENTATIVE. 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE{ TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 3/4 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT. 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. 16, CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD STANDARD 'SPECIFICATIONS PRIOR TO TIE -1N OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 25. ALL BURIED NUTS AND BOLTS ON ALL FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS. LEUCADIA WASTEWATER DISTRICT SEWER GENERAL NOTES 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. DOCUMENTS ON THE JOB SITE AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. 6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER THE PRIVATE ENGINEER NOT LWD GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SEWER QUANTITIES. SOURCE OF SURVEY, BOUNDARY & EASEMENT INFORMATION. THE TOPOGRAPHIC, BOUNDARY & EASEMENT INFORMATION SHOWN ON THESE PLANS WERE TAKEN FROM THE PLAN REFERENCED BELOW. DATE OF SURVEY: SEPTEMBER 9, 2009 ALTA SURVEY BY: TRUXAW AND ASSOCIATES, INC. 265 S. ANITA DR., SUITE 111 ORANGE, CA 92868 (714) 935 -0265 JOB # CFA09048 UTILITY PLAN SHEET FOR SHEET u CHICKoloolifiLloolo=A #2015 �� s = 194 N. EL CAMINO REAL 14-16 = ENCINITAS, CALIFORNIA 7. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LWD. 8. PRIOR TO BEGINNING SEWER WORK, THE LWD INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH LWD STANDARD SPEC SURVEY REQUIREMENTS. 9. PRIOR TO BEGINNING SEWER WORK, THE CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND /OR OTHER APPROPRIATE AGENCIES. 11. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING GROUND DURING TRENCH EXCAVATION AND PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE LWD INSPECTOR PRIOR TO EXCAVATION. 12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATERING CONTINUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING PLACEMENT AND COMPACTION OF BACKFILL MATERIALS IN A DRY STATE. ALL PIPE ZONE MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED IN GEOTEXTILE MATERIAL. SUITABLE GEOTEXTILE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATERING PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED. 13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422 -4133, AS REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE POTHOLED PRIOR TO TRENCHING. 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED SPACE ENTRY. 17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIFICATIONS AND THE LWD STANDARD SPEC. 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.), INSIDE BOTTOM OF PIPE. SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. 19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER AS CONSTRUCTION CHANGES TO THE ORIGINAL MYLAR DWGS, WITH INITIALED APPROVAL ON THE MYLARS. 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS- BUILT' DRAWINGS TO LWD FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. 21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCLUDING COLLECTORS AND LATERALS, UNLESS OTHERWISE APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL BE BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY OF WORK. LEUCADIA WASTEWATER DISTRICT GREASE INTERCEPTOR APPROVAL NOTES, 1. THESE FOOD ESTABLISHMENT PLANS ARE APPROVED BY LEUCADIA WASTEWATER DISTRICT (LWD) (760) -753 -0155 PH. RELATIVE ONLY TO GREASE REMOVAL AND BEST MANAGEMENT PRACTICES (BMP) CONTROL OF GREASE DISCHARGE TO SEWER 2. LWD APPROVAL IS ALSO PREDICATED ON A SEPARATE SEWER PERMIT AND SUPPLEMENT FOR FATS, OILS, & GREASE (FOG) EQUIPMENT ON FILE WITH LWD SPECIFYING REQUIRED BMPS AND RESPONSIBILITIES OF THE TENANT AND PROPERTY OWNER. 22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION.IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE- ESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW. 23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES. 24. SEPARATION OF SEWER / WATER AND SEWER / RECLAIMED WATER SHALL COMPLY WITH LWD STD DWG S -2 AND WITH ALL COUNTY AND STATE HEALTH DEPARTMENT REGULATIONS. 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. 27. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UPjp ;A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, AND COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. 30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE LIMITED TO LESS THAN ONE -HALF OF THE ANGLE RECOMMENDED BY THE PIPE MANUFACTURER. 31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWD SEWER STANDARDS. WATER JETTING SHALL NOT BE ALLOWED. 32. ALL.LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING BY LWD-WILL BE AT CONTRACTOR EXPENSE. 34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE ADAPTERS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8" SEWERS WITH DISTRICT ENGINEER APPROVAL. 35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HAVE A 2" BY 2" BUTYL RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE. GASKET SHALL BE CPS -210 BY PRESS -SEAL GASKET CORP., OR APPROVED EQUAL. 36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER BACKFILL, AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL. 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. 38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 39. MANHOLES SHALL BE 4 -FEET DIAMETER FOR PIPE UP TO 15 -INCH DIAMETER PER LWD STD DWG S -3. MANHOLES SHALL BE 5 -FEET DIAMETER FOR PIPE 18- INCHES AND LARGER PER LWD STD DWG S -4. 40. MH'S SHALL BE LINED WITH INTEGRALLY LOCKING PVC (T -LOCK) OR A POLYURETHANE PROTECTIVE LINING SYSTEM PER SECT 500 -2 OF THE GREENBOOK FOR: A. ALL NEW MH'S B. ALL EXISTING MH'S WITH NEW CONSTRUCTION C. ALL EXISTING LINED MH'S THAT REQUIRE NEW CONCRETE RISER RINGS UTILITY PROVIDERS SEWER ...............LEUCADIA WASTEWATER DISTRICT ................ 760 - 753- 0155 ..... FRANK REYNAGA WATER ...............OLIVENHAIN MUNICIPAL WATER DISTRICT..... 760- 753- 6466 ..... KARCH OGAWA STORM DRAIN... CITY OF ENCINITAS ....................................... 760 - 633- 2808 ..... PAUL DUPREE GAS ...................SAN DIEGO GAS & ELECTRIC ....................... 858 - 547 - 2032..... JENNIFER LARSON CABLE ............... COX...... .:.....::...................... ... ... .... ...... :: ......... 619 - 266 - 5570..... FRANK WILBORNE PHONE ............... AT&T ................ .... ............................... ..........619 - 574- 3661 ...... PATTI SLADEK ELECTRIC ........... SAN DIEGO GAS & ELECTRIC ....................... 858 - 654- 8686 ..... RON KONOPASEK f1►I1]� TI TLE TITLE SHEET FIRE NOTES & DETAILS WITH EASEMENT NOTES UTILITY PLAN UTILITY DETAIL SHEET 1 UTILITY DETAIL SHEET 2 41. MAXIMUM DEPTH OF SEWER FOR SDR35 PVC PIPE IS 15'. C900 PIPE REQUIRED FOR DEPTH OF COVER OVER 15'. 42. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN DESCRIPTION THE CONTRACTOR SHALL ASCERTAIN THE TRUE DATE UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE SCALE L OLIVEHAIN UCJIIOIVCU t5y: BLVD. RD. 0* LEOCADIA �� $11 Fy PRIOR TO THE START OF CONSTRUCTION. SMH JPH 5MH VIEW RD. RATES SHOWN HEREON FOR PIPES ARE ROUNDED TO THE NEAREST 0.005 UNITS. 9 9, 5 i DRAWINGS, THE CONTRACTOR SHALL CONNECT TO EXISTING MANHOLE STRUCTURES AND RESIDENTIAL AS- BUILTS CONSTRUCT THE NEW FLOW- THROUGH CHANNELS IN EACH MANHOLE BASE TO 10. MOUNTAIN LINES SHALL HAVE 42 -INCH COVER FROM PROPOSED FINISHED GRADE. ACCOMMODATE THE NEW SEWER LINES AS REQUIRED. SMOOTH TRANSITIONS SHALL BE - VISTA ' DR. VIA MOLENA NOTES ON SHEET 2 RECORD FROM: ELEVATION: 187.89' DATUM: CCS83 SITE ZaaR ^ °v ENCINITAS VILLAGE N ENCINITAS SHEET 12 OF 16 ENCIN /Tqs S9 MARKETPLACE BLVD. r VICINITY MAP NOT TO SCALE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN DESCRIPTION THE CONTRACTOR SHALL ASCERTAIN THE TRUE DATE UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE SCALE UCJIIOIVCU t5y: MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER 7. REFER TO DEMOLITION PLAN FOR REMOVAL AND ABANDONMENT OF EXISTING UTILITIES. PRIOR TO THE START OF CONSTRUCTION. SMH JPH 5MH 8. SLOPE RATES SHOWN HEREON FOR PIPES ARE ROUNDED TO THE NEAREST 0.005 UNITS. 43. WHEN CONNECTION TO EXISTING MANHOLES IS NECESSARY AND SHOWN ON THE 9, UTILITY DIMENSIONS SHOWN HEREON ARE TO PIPE CENTERLINE. DRAWINGS, THE CONTRACTOR SHALL CONNECT TO EXISTING MANHOLE STRUCTURES AND 11073-G AS- BUILTS CONSTRUCT THE NEW FLOW- THROUGH CHANNELS IN EACH MANHOLE BASE TO 10. WATER LINES SHALL HAVE 42 -INCH COVER FROM PROPOSED FINISHED GRADE. ACCOMMODATE THE NEW SEWER LINES AS REQUIRED. SMOOTH TRANSITIONS SHALL BE - ' INSTALLED FROM THE INVERTS OF THE NEWLY INSTALLED PIPES TO THE EXISTING EASEMENT NOTES ON SHEET 2 MANHOLE STRUCTURES. MANHOLES SHALL BE CORE DRILLED AND MANHOLE. CONNECTION FITTINGS SHALL BE CONNECTED TO THE CORE DRILLED HOLE BY LINK -SEAL, OR APPROVED EQUAL. THE FIRST FLEXIBLE JOINT SHALL BE LOCATED WITHIN ONE -FOOT OF THE MANHOLE BASE. JACK HAMMERING SHALL NOT BE ALLOWED. SEWER LATERAL CONNECTION NOTES` 1. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. 2. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. 3. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AND OUTSIDE DIMENSION AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE VERT REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, UTI THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE RES REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE, OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. 4. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP OR VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE 501, OR APPROVED EQUAL, STRAIGHT OR TRANSITION COUPLING SHALL BE USED WITH A GASKET RANGE FOR EACH END OF THE COUPLING TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65 -4512 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. ADDITIONAL WATER AND SEWER GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE STANDARDS & REQUIREMENTS OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT, CALIFORNIA PLUMBING CODE AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND CONFORMING WITH THE REQUIREMENTS OF THE ENCROACHMENT PERMIT REQUIRED FOR WORK IN THE PUBLIC RIGHT -OF -WAY. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND PROECTION OF PEDESTRIANS. THIS RESPONSIBILITY SHALL BE CONTINUOUS. 4. PIPE BEDDING AND BACKFILL SHALL CONFORM TO THE REQUIREMENTS OF THE AGENCY AND THE RECOMMENDATIONS OF THE SOILS ENGINEER. 5. EXISTING UTILITES SHOWN HEREON HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES AND REPORT FINDINGS TO TRUXAW & ASSOCIATES PRIOR TO CONSTRUCTION. 6. NO ON -SITE PIPE MAY BE LAID UNTIL THE SEWER CONNECTION AT THE PUBLIC MAIN HAS BEEN MADE. PLACEMENT OF PIPE SHALL PROGRESS FROM THE DOWNSTREAM POINT OF CONNECTION AND PROGRESS UPSTREAM TO THE BUILDING. DEVIATIONS FROM THIS SEQUENCE WILL NOT BE PERMITTED BY THE DESIGN ENGINEER. No. 75205 Exp. 12 -31 -2013 NOTICE TO CONTRACTOR DESCRIPTION THE CONTRACTOR SHALL ASCERTAIN THE TRUE DATE ICAL AND HORIZONTAL LOCATION AND SIZE OF ALL SCALE UCJIIOIVCU t5y: UK/iVVIV UT: -I'it i�tU -CY:. ENGINEERING DEPARTMENT APPROVA S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. SMH JPH 5MH ADD UTILITY PLA S 2 DESCRIPTION: NO.RI8GO 11 -93 EC LOCATION: CENTERLINE MONUMENT ON EL CAMINO REAL 0.2 , MILE N'LY FROM ENCINITAS BLVD. WELL MONUMENT IN LEFT HAND .HORIZONTAL: AS NOTED VERTICAL: AS NOTED PLANS PREPARED UNDER SUPERVISION OF DATE: S== 12 R.C.E. NO.: 75205 CRAIG BIAS EXP.: 12/31/13 REVIEWED BY: �, MASIH MAHER, C42519 PavEGREG SHIELDS DEPUTY CITY ENGINE R DATE DATE UTILITY PLAN TITLE SHEET FOR: 194 N.' EL CAMINO REAL CHICK -FIL -A REISTAURANT APN 259- 121 -34/35 PLANNING CASE NO: 10 -127 MUP / DR / CDP 11073-G AS- BUILTS PLANS PREPARED FOR 5200 BUFFINGTON ROAD ATLANTA, GEORGIA 30349 -2998 (877) 808 -2321 ARCHITECT CRHO ARCHITECTS 195 SOUTH "C" STREET, SUITE 200 TUSTIN, CA 92780 (714) 832 -1834 FAX (714) 832 -1910 LEUCADIA WASTEWATER DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE DEPARTMENT ' PUBLIC SEWER SYSTEM APPROVAL ra-zo 9 W�Ojflfl �. Z*► CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE UCJIIOIVCU t5y: UK/iVVIV UT: -I'it i�tU -CY:. ENGINEERING DEPARTMENT APPROVA S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. SMH JPH 5MH ADD UTILITY PLA S 2 DESCRIPTION: NO.RI8GO 11 -93 EC LOCATION: CENTERLINE MONUMENT ON EL CAMINO REAL 0.2 , MILE N'LY FROM ENCINITAS BLVD. WELL MONUMENT IN LEFT HAND .HORIZONTAL: AS NOTED VERTICAL: AS NOTED PLANS PREPARED UNDER SUPERVISION OF DATE: S== 12 R.C.E. NO.: 75205 CRAIG BIAS EXP.: 12/31/13 REVIEWED BY: �, MASIH MAHER, C42519 PavEGREG SHIELDS DEPUTY CITY ENGINE R DATE DATE UTILITY PLAN TITLE SHEET FOR: 194 N.' EL CAMINO REAL CHICK -FIL -A REISTAURANT APN 259- 121 -34/35 PLANNING CASE NO: 10 -127 MUP / DR / CDP 11073-G AS- BUILTS 1 d3 Cj•( . ( TURN POCKET GOI G S'LY ALONG EL CAMINO REAL. RECORD FROM: ELEVATION: 187.89' DATUM: CCS83 SHEET 12 OF 16 NEW SHEL7 do N rn a Z U O W N Z O LLJof UO rn O a�� 0 taJ Z t X a In tai X O_ 117 :D 0 t0 �Fo I U Q LLJ u7 � N u a a i a 3 b 0 0 i 0 0 i 0 0 G U r a i 0 CHANGE NO. FIRE DEPARTMENT NOTES FOR UNDERGROUND PIPING FOR HYDRANTS AND'SPRINKLERS 1. LLATION, INSPECTION, AND TESTING FOR ALL UNDERGROUND FIRE SPR R SUPPLIES SHALL CONFORM TO NFPA 13 AND NFPA 24. 2. BACK FLOW P NTION SHALL BE INSTALLED AS REQUIRED BY THE APPROPRIATE WATER AGENCY A PA STANDARDS 13,14 AND 24. 3. WHEN EXPOSED TO POSSIBL ICULAR DAMAGE DUE TO PROXIMITY TO ALLEYS, DRIVEWAYS, ROADWAYS, OR PAR AREAS, ABOVEGROUND BACK FLOW DEVICE ASSEMBLIES FOR FIRE SUPPRESSION MS, SHALL BE SUITABLY PROTECTED. NOTE: GUARD POSTS ARE SUITABLE MEANS OF VENTING VEHICULAR DAMAGE TO THE ABOVE ASSEMBLIES GUARD POSTS SHAL INSTALLED AS REQUIRED B DEPARTMENT. 4. THE CONTRACTOR SHALL ENSURE THAT THE APPLIANCES ARE NO ROACHING IN A CITY OR UTILITY COMPANY EASEMENT AREA UNLESS APPROVED. 5. PRIOR TO INSTALLATION, ALL REQUIRED PERMITS SHALL BE OBTAINED FROM THE BUILDING AND WATER AGENCY HAVING JURISDICTION. 6. PROVIDE LOCATION OF DETECTOR CHECK VALVES. 7. PRIVATE HYDRANTS, SPRINKLER CONTROL VALVES, DETECTOR CHECK ASSEMBLIES, POST INDICATING VALVES AND FIRE DEPARTMENT CONNECTIONS SHALL BE PAINTED OSHA RED. 8. ALL CONTROL VALVES SHALL BE LOCKED IN THE OPEN POSITION. VALVES SHALL BE MONITORED. CONTROL VALVES SHALL BE PROVIDED WITH TAMPER SWITCHES THAT REPORT TO AN ALARM PANEL WHICH PROVIDES ALARM SERVICE FOR STRUCTURE TH WATER SUPPLY SERVICES. 9. ALL SPRINKLER SYSTEM CONTROL VALVES SHALL HAVE PERMANENT IDENTIFICATION SIGNS AND HYDRAULIC DATA PLATE. 10. INDICATE ON PLANS THE LOCATION OF ANY HYDRANTS TO BE INSTALLED. 11. INSPECTIONS REQUIRED: A. EXCAVATED TRENCH INSPECTION LEAVING ALL ELEVATION CHANGES FOR VALVES, PIPE, AND FITTING AREAS EXPOSED B. INSPECTION OF CONCRETE THRUST BLOCKS PRIOR AND POST OF THE POUR C. INSPECTION OF ALL MECHANICAL RESTRAINTS INSTALLED D. INSPECTION OF ALL CORROSION PROTECTION IN PLACE PRIOR TO COVERING PIPE AND FITTINGS E. A HYDROSTATIC TEST (200 PSI FOR TWO HOURS OR 50 PSI OVER MAXIMUM STATIC PRESSURE, WHICHEVERIIS GREATER) SHALL BE WITNESSED BY AN EFD INSPECTOR. THE TRENCH SHALL BE BACK - FILLED BETWEEN THE JOINTS TO PREY MOVEMENT OF THE PIPE. F. THE SYSTEM SHALL BE THOROUGHLY FLUSHED BEFORE CONNECTION IS MADE TO OVERHEAD PIPING. FLOW SHALL BE THROUGH A MINIMUM OF A 4" HOSE OR PIPE UNLESS OTHERWISE APPROVED BY THE FIRE DEPARTMENT INSPECTOR. A FIRE DEPARTMENT INSPECTOR SHALL WITNESS THE FLUSH. G. ALL OUTLETS SHALL BE REQUIRED TO BE FLUSHED. SUFFICIENT BURLAP SACKS AND BAILING WIRE SHALL BE AVAILABLE ON SITE FOR FLUSH TEST. H. FLUSH OF ALL UNDERGROUND PIPING SHALL BE FOR PERIOD OF FIVE (5) MINUTES OR UNTIL WATER IS CLEAR PRIOR TO CONNECTION TO FIRE SPRINKLER RISER. THE LINES SHALL BE FLUSHED PRIOR TO RISER HOOKUP. THE FOLLOWING FLUSH CONNECTIONS SHALL BE MADE: 4 INCH UNDERGROUND MAIN - ONE (1) 4" COUPLING & HOSE 6 INCH UNDERGROUND MAIN - ONE (1) 4" COUPLING & HOSE 8 INCH UNDERGROUND MAIN - ONE (1) 4" COUPLING & HOSE LINES LARGER THAN 8 INCH - CONTACT THE FIRE PREVENTION BUREAU FOR ADDITIONA REQUIREMENTS NOTE: THE FLUSHING OPERATION SHALL BE OF SUFFICIENT TIME TO ENSURE THOROUGH CLEANING; THOSE SYSTEMS GREATER THAN 4 INCHES IN DIAMETER SH REQUIRE THE USE OF A SINGLE LARGE DIAMETER HOSE. ALL FLUSHING SHALL BE COORDINATED WITH THE APPROPRIATE WATER AUTHORITY AND IN ACCORDANCE WI THE APPROPRIATE "STORM WATER PROTECTION" REQUIREMENTS. THIS MAY INCLUD DISPENSING ON SITE OR WATER COLLECTION. 12. SCHEDULE ALL INSPECTIONS AT A MINIMUM OF 24 HOURS IN ADVANCE. INSPECTIONS CANCELED AFTER 1 P.M. ON THE DAY BEFORE THE SCHEDULED DATE WILL BE SUBJECT TO A RE- INSPECTION FEE. 13. CALL THE FIRE DEPARTMENT PREVENTION INSPECTION LINE FOR SCHEDULING. 14. INDICATE LOCATIONS OF FDC, PIV GATE VALVES AND THRUST BLOCKS. 15. THE FDC SHALL BE LOCATED ADJACENT TO THE PIV ON THE SYSTEM SIDE OF THE SERVICE LINES. SEE PIV AND FDC DETAIL ON LAST PAGE OF THIS DOCUMENT. 16. ALL PIPING SHALL BE APPROVED FOR USE IN FIRE SERVICE SYSTEMS (CLASS 150, C -900 MINIMUM). CLASS 200 PIPE SHALL BE USED WHERE THE PRESSURE MA EXCEED 150 PSI. 17. INDICATE THE SIZE AND LOCATION OF ALL PIPING, INDICATING THE CLASS AND TYPE OF PIPE AND DEPTH TO BE BURIED. 18. THRUST BLOCKS, OR OTHER APPROVED METHOD OF THRUST RESTRAINT, SHALL BE PROVIDED WHEREVER PIPE CHANGES DIRECTION. 19. SUBMIT THRUST FORCE AND SOIL- BEARING CALCULATIONS IN ACCORDANCE WIT NFPA 24. 20. PROVIDE THE FOLLOWING INFORMATION OBTAINED FROM THE OWNE ' OILS REPORT: A. LATERAL BEARING CAPACITY OF THE SOIL THREE- BELOW GRADE OR AT TH LEVEL ON THE SYSTEM PIPING. A) CORROSIVE CHARACTERISTICS OF THE IN THE AREAS OF THE SYSTEM INSTALLATION. B) SETTLEMENT PROPERTIES OF TH IL IN THE AREAS OF THE SYSTEM INSTALLATION. C) SOURCE OF THIS INFO ON. 23. U UNDERGROUND MAINS SHALL NOT BE STEEL OR GALVANIZED STEEL PIPES. 24. A ALL FERROUS PIPE AND FITTINGS SHALL BE PROTECTED WITH A LOOSE 8 -MIL POLYETHYLENE (POLY- SLEEVE) PLASTIC. THE ENDS OF THE PLASTIC AND ANY SPLICES MADE FOR TEE'S OR OTHER PIPING COMPONENTS SHALL BE SEALED WITH 2" TAPE, APPROVED FOR UNDERGROUND USE. ALL BOLTED JOINTS SHALL BE CLEANED AND THOROUGHLY COATED WITH ASPHALT OR OTHER CORROSION RETARDING MATERIAL AFTER ASSEMBLY AND PRIOR TO POLYETHYLENE (POLY- SLEEVE) INSTALLATION. 25. T TRACER TAPE SHALL BE LAID SIX (6) INCHES ON TOP OF ALL SUPPLY LINES TO NOTE LOCATION DEPTH OF PIPE Y FIRE 26. A A 12" BED OF CLEAN FILL SAND IS RECOMMENDED TO BE PROVIDED BELOW AND ABOVE THE PIPE (TOTAL 24 "). 27. A A MINIMUM OF 30" OF COVER, FROM FINISH GRADE TO THE TOP OF THE PIPE, SHALL BE PROVIDED. WHEN SURFACE LOADS ARE EXPECTED, A MINIMUM OF 36" COVER SHALL BE PROVIDED. 28. A ALL TIE RODS, BOLTS, NUTS, ETC., UNDERGROUND SHALL BE 316 STAINLESS STEEL MATERIALS. 29. S SCREW TYPE: FLANGE ADAPTERS SHALL NOT BE USED. 30. A A TWO CH CLEAR SPACE IS NEEDED WHERE THE RISER PASSES THROUGH A WALL UNLES XIBLE JOINTS ARE APPROVED BY THE AUTHORITY HAVING JURISDICTION OR ER REPRESENTATIVE. 31. I IN ALL BUILDINGS REQUIRE HAVE STANDPIPES, THE FDC SHALL BE A COMBINATION FDC WHICH SUPPL E FIRE SPRINKLERS AND STANDPIPES. 32. S STANDPIPES SHALL BE PROVIDED WITH FI EPARTMENT HOSE CONNECTIONS AT ACCESSIBLE LOCATIONS ADJACENT TO USABLE RS AND THE STANDPIPE OUTLETS SHALL BE LOCATED ADJACENT TO SUCH USABLE S . SUCH STANDPIPE SYSTEMS SHALL BE EXTENDED AS CONSTRUCTION PROGRESSES T HIN ONE FLOOR OF THE HIGHEST POINT OF CONSTRUCTION HAVING SECURED DECKIN FLOORING. 33. T THE FDC SHALL BE PROVIDED WITH CAPS, WHICH MUST BE IN PLACE IMMEDIATELY AFTER INSTALLATION. 34. T THE FDC SHALL BE BRANDED ON TOP IN 'ACCORDANCE WITH NFPA 13. IN ADDITION, THE FDC SHALL BE PROVIDED WITH A PERMANENT SIGN, MADE OF DURABLE MATERIAL, INDICATING THE ADDRESS(S) OF THE SYSTEM AND TYPE OF SYSTEM IT SUPPLIES. SEE EXAMPLE BELOW: , 21. ALL PORTIONS 0 UNDERGROUND MAIN (INCLUDING THE FDC) SHALL BE INSTALLING A FIRE HYDRANT IF THE WATER MAIN IS 1,500 FEET OR LESS FROM CEMENT LIN CTILE IRON OR UL LISTED PLASTIC. THE PROPERTY LINE. 22. UN ROUND MAINS WITHIN FIVE (5) FEET OF BUILDING FOUNDATIONS SHALL 42. FIRE HYDRANT SUPPLY PIPING SHALL BE A MINIMUM OF SIX INCHES IN CEMENT LINED DUCTILE IRON. AT NO TIME SHALL PIPES PASS UNDER FOOTINGS DIAMETER. THE LOWEST OPERATING NUT SHALL BE A MINIMUM OF 18" ABOVE GRADE UNLESS APPROVED BY THE FIRE MARSHAL OR HIS REPRESENTATIVE. WHERE A RISER AND THE HYDRANT FLANGE SHALL BE A MINIMUM OF 2" ABOVE GRADE. IS CLOSE TO BUILDING FOUNDATIONS, UNDERGROUND FITTINGS OF PROPER DESIGN 43. FIRE HYDRANTS SHALL BE A MINIMUM OF 40 FEET FROM ALL STRUCTURES AND AND TYPE SHALL BE USED TO AVOID PIPE JOINTS BEING LOCATED IN OR UNDER THE FOOTING. (SEE DIAGRAM UG -01) 10 FEET AWAY FROM THE RETURN OF A DRIVEWAY. DESCRIPTION APPROVED DATE BENCHMARK SCALE ADD UTILITY PLAN St ( fl, DESCRIPTION: NO.R18OO 11 -93 EC LOCATION: CENTERLINE MONUMENT ON EL CAMINO REAL, 0.2 HORIZONTAL: AS NOTED MILE WILY FROM ENCINITAS BLVD. WELL MONUMENT IN LEFT HAND TURN POCKET GOING STY ALONG EL CAMINO REAL. VERTICAL: AS NOTED RECORD FROM: ELEVATION: 187.89' DATUM: CCS83 44. HYDRANTS SHALL NOT BE INSTALLED WHERE WALLS OR OTHER OBSTRUCTIONS ARE LOCATED WITHIN FIVE (5) FEET OF THE PROPOSED HYDRANT LOCATION. 45. A KEYED GATE VALVE SHALL BE PROVIDED FOR EACH HYDRANT IN AN ACCESSIBLE LOCATION. THE SHUT -OFF VALVE FOR THE HYDRANT SHALL BE LOCATED AT LEAST 10 FEET AWAY FROM THE HYDRANT AND A MINIMUM OF 3 FEET CLEARANCE SHALL BE MAINTAINED AROUND AND TO THE HYDRANT AT ALL TIMES. VALVES SHALL NOT BE LOCATED IN PARKING STALLS. 46. ALL HYDRANTS, BOLLARDS /GUARD POSTS IF REQUIRED SHALL BE INSTALLED AND PAINTED WITH APPROVED COLORS BY THE FIRE DEPARTMENT. 47. HORIZONTAL WET STANDPIPE HYDRANTS (ON -SITE "YARD OR WHARF' HYDRANTS) SHALL CONSIST OF TWO 2'/2" INDICATING VALVES WITH FIXED HOSE OUTLETS EQUIPPED WITH CAPS OF FRANGIBLE METAL OR BRASS CHAINED IN PLACE. THE HYDRANT SHALL BE CAPABLE OF FOUR -HOUR DURATION WHILE SUPPLYING 500 GALLONS PER MINUTE WITH BOTH OUTLETS FLOWING. THE YARD HYDRANT OUTLETS SHALL BE LOCATED AT A HEIGHT OF 18 TO 24 INCHES ABOVEGROUND. 48. ANY PRIVATE FIRE HYDRANT LOCATED SUCH THAT AN ABOVE GROUND VALVE (E.G. BACKFLOW PREVENTER) CAN SHUT IT OFF SHALL BE PERMANENTLY MARKED "VALVE(S) LOCATED AT LOCATION CONTROL(S) THIS HYDRANT." 49. ON -SITE HYDRANTS SHALL BE LOCATED SO THAT THEY ARE WITHIN TWO FEET OF THE CURB AND SO THAT SUCTION LINES WILL REACH FROM THE HYDRANT TO THE FIRE ENGINE (4" PUMPER CONNECTION FACING THE STREET OR AS OTHERWISE DIRECTED BY THE FIRE DEPARTMENTS INSPECTOR). 50. A TWO -SIDED "BLUE DOT" REFLECTIVE FIRE HYDRANT MARKER SHALL BE INSTALLED ON THE ROAD SURFACE 4" TO 6" FROM CENTER LINE ON HYDRANT SIDE. FOR PERMANENT BLUE REFLECTIVE STREET BUTTONS (REFER TO: CALTRANS STANDARD SPECIFICATIONS SECTION 85) SHALL BE LOCATED AT THE MIDSECTION OF THE ACCESS ROADS, DIRECTLY IN FRONT OF THE HYDRANT(S) BEING ADDED. 51. AS PER NFPA 13 & 24 A "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING ", SHALL BE COMPLETED, SIGNED AND DELIVERED TO THE FIRE PREVENTION BUREAU PRIOR TO CLEARANCE FOR THE OVERHEAD SPRINKLER CONNECTION. EASEMENT NOTES 6 THE PRIVILEGE AND RIGHT TO EXTEND DRAINAGE STRUCTURES AND EXCAVATION AND ANKMENT SLOPES BEYOND THE LIMITS OF THE RIGHT OF WAY, WHERE- REQUIRED FOR CONSTRUCTION AND MAINTENANCE OF SAID RIGHT OF WAY. --A'S CONTAINED IN RECORDS THE DES LORDED APRIL 3, 1968 AS INSTRUMENT NO. 5559 F OFFICIAL . O7 AN EASEMENT FOR URPOSE SHOWN BELOW A TS INCIDENTAL�THE AS SET FORTH IN A DOCUME GRANTED TO: APELLE IN US ES OF AN gIEG0, A C LIF A P TIO PURPOSE: YS, R S OP E R T TO,� IC TE S E RECORDED: f J E 19 AS 1 U T 0. - 2 OF 0 ICIA L RD AFFECTS: TE F S ION OF SAID L A IS Y S BED IN SAID 140 NT. PLOTTED PORTIONS" OF. IN TRUMENT AR ,, ENTIFIED AS "SLO D NT. TEMPORARY CONSTR TI " ® THE PRIVIL AND T X D GE STRUCTURES AND EXCAVAITON AND EM BA T S BE E,�� TS OF RIGHT OF WAY, WHERE REQUIRED FOR T NST RUCTION D M T s �E OF SAID RIGHT OF WAY, AS CONTAINED IN THE ED RECORDED JULY 1y S INSTRUMENT NO. 79- 293577 OF OFFICIAL RECORDS. 12 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. GRANTED TO: SAN DIEGO COUNTY FLOOD CONTROL DISTRICT, ZONE 1 PURPOSE: FLOOD DRAINAGE CONTROL RECORDED: APRIL 6, 1981 AS INSTRUMENT NO. 81- 104521 OF OFFICIAL RECORDS AFFECTS: THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. 14 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. GRANTED TO: OLIVENHAIN MUNICIPAL WATER DISTRICT, A PUBLIC CORPORATION PURPOSE: A PIPELINE OR PIPELINES WITH THE RIGHT OF INGRESS AND EGRESS RECORDED: JUNE 28, 1982 AS INSTRUMENT NO 82- 197502 OF OFFICIAL RECORDS AFFECTS: THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL APPROVED BY: LWD DISTRICT ENGINEER P� .26 9/t/ NAME / RCE DATE ✓tAd Q � � S FIRM XP. ATE PLANS PREPARED UNDER SUPERVISION OF DATE: 5 -7 -12 R.C.E. NO.: 75205 CRAIG S. DI BIAS EXP.: 12/31/13 Diagram UG -01 ALL FERROUS AND METALLIC UNDERGROUND PIPE ANO FIrnWa5 514ALL ee PROTECTED NTH CoNnt4r;U5 pOL7ETHELENE - LEEVES AN'D COATED PER N.F P A REOUiREi1RNT5. E,'RERIOR WALL GROOVED COUPLIN& GALVANIZEr?=VE PIPE (FLEXIBLE - 9 TYPE WITH WPPORT STAt 5 REOJIRED MITL 2 cL AR_nUND PIPE - GROOVED 90' ELL FLAN6E/S1.qOOVC ADAPTER INTERIOR FINISHED FLOOR - T m111 y 4 �. CLMC DUCTILE IRGN TO ABOVE GRADE CO o�rnle -' CIO' ELL N/ TNROST� FLOCK PER "YA. 24 FIRS SERVICE PIP** SERVICE ;ENTRY NO SCALE 93 FIRE SPRINKLER RISER DETAIL NOT TO SCALE LEGEND AB = AGGREGATE BASE TRW = TOP OF RETAINING WALL FG = FINISHED GRADE E'LY = EASTERLY NG = NATURAL GROUND PRO = PROPORTIONATE IRAN = TRANSI110N AC = ASPHALT CONCRETE TW = TOP OF WALL FH = FIRE HYDRANT W'LY = WESTERLY N &T = NAIL & TAG MEASUREMENT TRANS= TRANSFORMER BILK = CONCRETE BLOCK UG = UNDERGROUND FL = FLOW LINE N/0 = NORTH OF OHW = OVERHEAD WIRE (210,00' R) = RECORD DATA BS = BACK OF SIDEWALK UP = UTILITY POLE FS = FINISHED SURFACE S/0 = SOUTH OF PB = PULL BOX 210.00' M. = MEASURED DATA CB =CATCH BASIN E 0 =EAST OF - VAR = VARIABLE GB = GRADE BREAK PCC = CONCRETE CF = CURB FACE W = WASHER GM = GAS METER W/0 =WEST OF PIV = POST INDICATOR VALVE 210.00' PRO. = PRORATED DATA CL = CENTERLINE WDF = WOOD FENCE GR = TOP OF GRATE = PROPERTY UNE PL = PROPERTY LINE 210.00' C. - CALCULATED DATA CLF = CHAIN LINK FENCE WM = WATER METER GV = GAS VALVE = CENTERLINE RD = ROOF DRAIN (427.00) TC = EXISTING ELEVATION CO = CLEANOUT WV = WATER VALVE HP = HIGH POINT R/W = RIGHT OF WAY RWH = REDWOOD HEADER 427.00 TC = DESIGN ELEVATION DCV = DETECTOR CHECK VALVE HT = HEIGHT 0 = DELTA SCB = SIGNAL CONTROL BOX - CATV = CABLE TV LINE DS = ROOF DOWNSPOUT N. = NORTH ICV = IRRIGATION CONTROL R = RADIUS SMH = SEWER MANHOLE E = ELECTRICAL LINE EG = EDGE OF GUTTER S. = SOUTH VALVE L = LENGTH SPK = SPIKE G = GAS LINE EP = EDGE OF PAVEMENT E. = EAST IP = IRON PIPE T = TANGENT SW = SIDEWALK - GB -GB- = GRADE BREAK UNE - - LS = LIGHT STANDARD FD -FOUND W. -WEST M = MEASURED DATA TC =TOP OF CURB -R-R- =RIDGE UNE FDC = FIRE DEPT. CONNECTION N'LY = NORTHERLY L &T = LEAD & TAG C = CALCULATED DATA TE = TRASH ENCLOSURE S = SEWER LINE FF = FINISHED FLOOR STY = SOUTHERLY MH = MANHOLE (RAD)= RADIAL BEARING TP = TELEPHONE POLE - SD - =STORM DRAIN LINE T = TELEPHONE UNE SYMBOLS W = WATER UNE 1i FIRE HYDRANT ❑0 WM WATER METER ` Qs SEWER MANHOLE © PROTECTIN PLACE STREET LIGHT GAS METER Q STORM DRAIN MANHOLE ® REMOVE AND DISPOSE OFFSITE 04 AFFIC SIGNAL ® WATER VALVE � TELEPHONE MANHOLE � RELOCATE TRA IGNAL A GAS VALVE MH MANHOLE ® PLOTABLE EASEMENT ITEM t� ARM & No. PER TITLE REPORT LIGHT STANDAR Pe PULL BOX o0 SEWER CLEANOUT -0- UTILITY POLE 99 GRATE INLET Ow MONUMENT WELL __ EXIST. CONTOUR C GUY WIRE & ® HANDICAP PARKING STALL 427.0 DESIGN CONTOUR ANCHOR VENT L LANDSCAPED AREA Max 42- AFO SEE NFPA 24 SECTION 6.3 4" CHECK VALV FOR PIV SPECIFICATIONS Max 36' AF SEE NFPA 24, SECTION 5.9 \ FOR FDC SPECIFICATIONS MAIN ] MAIN 4 96 DETAIL UG -01 wat.r IF NOT TO SCALE WAFER CHECK VALVE - P0,5T INDICATOR- VALVE AND FOC DETAIL NO SCALE FDC caps to point in direction to allow for connection interfere with Post Indicating Valve (PIV) operation. ENGINEERING DEPARTMENT APPROVALS REVIEWED BY: �/ AA MASIH MAHER, C42519 DATE No. 75205 EV. 12 -31 -2013 Plan I not Civil Engineers and LandSurveyots 1 265 S. Anita Dr., Suite 111, Orange, CA. 92868 (714)935 -0265 fox: (714)935 -0106 CITY OF ENCINITAS'= 'ENGINEERING SERVICES DEPARTMENT FIRE NOTES & DETAILS WITH EASEMENT NOTES 194 N. EL CAMINO REAL COaGREG SHIELDS - CHICK -FIL -A RESTAURANT DEPUTY CITY ENGINEER APN 259- 121 -34/35 S /l6/I2 DATE PLANNING CASE NO: 10 -127 MUP / DR / CDP NEW SHEET DRAWING NO 11073 -G SHEET 13 OF 16 00 00 N rn a ' U Z _0 viz I LLJ0 UOrn O�� owv Q? X X IY u) �a o CN �a� rn a vi 0 Ln o (0 r- D N a CD 0 w b F a a 0 0 0 0 0 0 w U u MAIN ] MAIN 4 96 DETAIL UG -01 wat.r IF NOT TO SCALE WAFER CHECK VALVE - P0,5T INDICATOR- VALVE AND FOC DETAIL NO SCALE FDC caps to point in direction to allow for connection interfere with Post Indicating Valve (PIV) operation. ENGINEERING DEPARTMENT APPROVALS REVIEWED BY: �/ AA MASIH MAHER, C42519 DATE No. 75205 EV. 12 -31 -2013 Plan I not Civil Engineers and LandSurveyots 1 265 S. Anita Dr., Suite 111, Orange, CA. 92868 (714)935 -0265 fox: (714)935 -0106 CITY OF ENCINITAS'= 'ENGINEERING SERVICES DEPARTMENT FIRE NOTES & DETAILS WITH EASEMENT NOTES 194 N. EL CAMINO REAL COaGREG SHIELDS - CHICK -FIL -A RESTAURANT DEPUTY CITY ENGINEER APN 259- 121 -34/35 S /l6/I2 DATE PLANNING CASE NO: 10 -127 MUP / DR / CDP NEW SHEET DRAWING NO 11073 -G SHEET 13 OF 16 00 00 N rn a ' U Z _0 viz I LLJ0 UOrn O�� owv Q? X X IY u) �a o CN �a� rn a vi 0 Ln o (0 r- D N a CD 0 w b F a a 0 0 0 0 0 0 w U u FIRE DEPARTMENT NOTES FOR UNDERGROUND PIPING FOR HYDRANTS AND SPRINKLERS IMMEDIATELY AFTER INSTALLATION. EASEMENT NOTES 1. INSTALLATION, INSPECTION, AND TESTING FOR ALL UNDERGROUND FIRE 25. TRACER TAPE SHALL BE LAID SIX (6) INCHES ON TOP OF ALL SUPPLY LINES 47. HORIZONTAL WET STANDPIPE HYDRANTS (ON -SITE "YARD OR WHARF' HYDRANTS) SPRINKLER SUPPLIES SHALL CONFORM TO NFPA 13 AND NFPA 24. Bronze TO NOTE LOCATION DEPTH OF PIPE EPDM SHALL CONSIST OF TWO 2'/2" INDICATING VALVES WITH FIXED HOSE OUTLETS Stainless steel EMBANKMENT SLOPES BEYOND THE LIMITS OF THE RIGHT OF WAY, WHERE REQUIRED -CAN- WILY = WESTERLY EQUIPPED WITH CAPS OF FRANGIBLE METAL OR BRASS CHAINED IN PLACE. THE 2. BACK FLOW PREVENTION SHALL BE INSTALLED AS REQUIRED BY THE APPROPRIATE 26. A 12" BED OF CLEAN FILL SAND IS RECOMMENDED TO BE PROVIDED BELOW AND 10. HYDRANT SHALL BE CAPABLE OF FOUR -HOUR DURATION WHILE SUPPLYING 500 WATER AGENCY AND NFPA STANDARDS 13, 14 AND 24. SYSTEM IT SUPPLIES. SEE EXAMPLE BELOW: ABOVE THE PIPE (TOTAL 24 "). THE DEED RECORDED APRIL 3, 1968 AS INSTRUMENT NO. 55590 OF OFFICIAL GALLONS PER MINUTE WITH BOTH OUTLETS FLOWING. THE YARD HYDRANT OUTLETS 3. WHEN EXPOSED TO POSSIBLE VEHICULAR DAMAGE DUE TO PROXIMITY TO ALLEYS, 27. A MINIMUM OF 30" OF COVER, FROM FINISH GRADE TO THE TOP OF THE PIPE, MEASUREMENT SHALL BE LOCATED AT A HEIGHT OF 18 TO 24 INCHES ABOVEGROUND. DRIVEWAYS, ROADWAYS, OR PARKING AREAS, ABOVEGROUND BACK FLOW DEVICE INSPECTIONS REQUIRED: SHALL BE PROVIDED. WHEN SURFACE LOADS ARE EXPECTED, A MINIMUM OF 36" 48. ANY PRIVATE FIRE HYDRANT LOCATED SUCH THAT AN ABOVE GROUND VALVE ASSEMBLIES FOR FIRE SUPPRESSION SYSTEMS, SHALL BE SUITABLY PROTECTED. = RIDGE UNE COVER SHALL BE PROVIDED. PIV (E.G. BACKFLOW PREVENTER) CAN SHUT IT OFF SHALL BE PERMANENTLY MARKED 7 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS = SEWER LINE R = PROPERTY LINE "VALVE(S) LOCATED AT LOCATION CONTROL(S) THIS HYDRANT." NOTE: GUARD POSTS ARE SUITABLE MEANS Of PREVENTING VEHICULAR DAMAGE TO 28. ALL TIE RODS, BOLTS, NUTS, ETC., UNDERGROUND SHALL BE 316 STAINLESS = STORM DRAIN LINE PIPE, AND FITTING AREAS EXPOSED B. INSPECTION OF CONCRETE THRUST BLOCKS PRIOR AND POST OF THE POUR THE ABOVE ASSEMBLIES GUARD POSTS SHALL BE INSTALLED AS REQUIRED BY FIRE NOTE: MANUAL WET STANDPIPES SHALL BE DESIGNATED AS "PRIMED DRY STEEL MATERIALS. 49. ON -SITE HYDRANTS SHALL BE LOCATED SO THAT THEY ARE WITHIN TWO FEET OF DEPARTMENT. RM STANDPIPE(S)". (427.00) TC = EXISTING ELEVATION THE CURB AND SO THAT SUCTION LINES WILL REACH FROM THE HYDRANT TO THE = WATER LINE 29. SET SCREW TYPE FLANGE ADAPTERS SHALL NOT BE USED. = SIGNAL CONTROL BOX FIRE ENGINE (4" PUMPER CONNECTION FACING THE STREET OR AS OTHERWISE 4. THE CONTRACTOR SHALL ENSURE THAT THE APPLIANCES ARE NOT ENCROACHING IN 451 AND FITTINGS 35. DIRECTED BY THE FIRE DEPARTMENT'S INSPECTOR). CITY OR UTILITY COMPANY EASEMENT AREA UNLESS APPROVED. 30. A TWO ( ) INCH CLEAR SPACE IS NEEDED WHERE THE RISER PASSES THROUGH A E. A HYDROSTATIC TEST (200 PSI FOR TWO HOURS OR 50 PSI OVER MAXIMUM SPK NATIONAL STANDARD HOSE THREADS; ALL INLETS SHALL BE EQUIPPED WITH 787 WALL UNLESS FLEXIBLE JOINTS ARE APPROVED BY THE AUTHORITY HAVING 150 STATIC PRESSURE, WHICHEVER IS GREATER) SHALL BE WITNESSED BY AN EFD 5. PRIOR TO INSTALLATION, ALL REQUIRED PERMITS SHALL BE OBTAINED FROM THE INDIVIDUAL CHECK VALVES (E.G. CLAPPERS). THE FDC INLETS SHALL BE LOCATED JURISDICTION OR HIS /HER REPRESENTATIVE. 50. A TWO -SIDED "BLUE DOT" REFLECTIVE FIRE HYDRANT MARKER SHALL BE BUILDING AND WATER AGENCY HAVING JURISDICTION. TC AT A HEIGHT OF 30 TO 36" ABOVE FINISH GRADE. 765 INSTALLED ON THE ROAD SURFACE 4" TO 6" FROM CENTER LINE ON HYDRANT SIDE. 548 31. IN ALL BUILDINGS REQUIRED TO HAVE STANDPIPES, THE FDC SHALL BE A = TRASH ENCLOSURE FOR PERMANENT BLUE REFLECTIVE STREET BUTTONS (REFER TO: CALTRANS STANDARD 6. PROVIDE LOCATION OF DETECTOR CHECK VALVES. 140 COMBINATION FDC WHICH SUPPLIES THE FIRE SPRINKLERS AND STANDPIPES. 36. SPECIFICATIONS SECTION 85) SHALL BE LOCATED AT THE MIDSECTION OF THE 946 NOTE: PLOTTED PORTIONS OF SAID INSTRUMENT ARE IDENTIFIED AS "SLOPE AND 236 OVERHEAD PIPING. FLOW SHALL BE THROUGH A MINIMUM OF A 4" HOSE OR PIPE ACCESS ROADS, DIRECTLY IN FRONT OF THE HYDRANT(S) BEING ADDED. 7. PRIVATE HYDRANTS, SPRINKLER CONTROL VALVES, DETECTOR CHECK ASSEMBLIES, 32. STANDPIPES SHALL BE PROVIDED WITH FIRE DEPARTMENT HOSE CONNECTIONS AT 953 UNLESS OTHERWISE APPROVED BY THE FIRE DEPARTMENT INSPECTOR. A FIRE POST INDICATING VALVES AND FIRE DEPARTMENT CONNECTIONS SHALL BE PAINTED REQUIREMENT (NFPA 13, TABLE 5 -2.3) PLUS SPRINKLER DEMAND FOR A CALCULATED ACCESSIBLE LOCATIONS ADJACENT TO USABLE STAIRS AND THE STANDPIPE OUTLETS 51. AS PER NFPA 13 & 24 A "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR OSHA RED. 235 SHALL BE LOCATED ADJACENT TO SUCH USABLE STAIRS. SUCH STANDPIPE SYSTEMS ® UNDERGROUND PIPING ", SHALL BE COMPLETED, SIGNED AND DELIVERED TO THE FIRE 172 G. ALL OUTLETS SHALL BE REQUIRED TO BE FLUSHED. SUFFICIENT BURLAP SACKS SHALL BE EXTENDED AS CONSTRUCTION PROGRESSES TO WITHIN ONE FLOOR OF THE 2.2) FOR A PIPE SCHEDULE SYSTEM SHALL BE USED TO DETERMINE THE REQUIRED PREVENTION BUREAU PRIOR TO CLEARANCE FOR THE OVERHEAD SPRINKLER B. ALL CONTROL VALVES SHALL BE LOCKED IN THE OPEN POSITION. VALVES SHALL 390 HIGHEST POINT OF CONSTRUCTION HAVING SECURED DECKING OR FLOORING. 250 CONNECTION. BE MONITORED. CONTROL VALVES SHALL BE PROVIDED WITH TAMPER SWITCHES THAT THE CONSTRUCTION AND MAINTENANCE OF SAID RIGHT OF WAY, AS CONTAINED IN THE t0a0 H. FLUSH OF ALL UNDERGROUND PIPING SHALL BE FOR PERIOD OF FIVE (5) 1035 REPORT TO AN ALARM PANEL WHICH PROVIDES ALARM SERVICE FOR STRUCTURE THE 33. THE FDC SHALL BE PROVIDED WITH CAPS, WHICH MUST BE IN PLACE 698 MINUTES OR UNTIL WATER IS CLEAR PRIOR TO CONNECTION TO FIRE SPRINKLER o$s MasterSeries® 876V Double Check Detector Assemblies Size: 21h" - 10" (65mm - 250mm) The FEBCO MasterSeriese 876V Double Check Detector Assemblies are designed for use in iron- health hazard fire sprinkler systems. Standard orientation is inlet flow vertical up, outlet flow vertical down. Vertical orientation is folut and eknlet flaw vortical up. Materials Main Valve Body: WATER SUPPLY SERVICES. Coating: IMMEDIATELY AFTER INSTALLATION. EASEMENT NOTES 9. ALL SPRINKLER SYSTEM CONTROL VALVES SHALL HAVE PERMANENT 34. THE FDC SHALL BE BRANDED ON TOP IN ACCORDANCE WITH NFPA 13. IN © THE PRIVILEGE AND RIGHT TO EXTEND DRAINAGE STRUCTURES AND EXCAVATION AND Bronze IDENTIFICATION SIGNS AND HYDRAULIC DATA PLATE. EPDM ADDITION, THE FDC SHALL BE PROVIDED WITH A PERMANENT SIGN, MADE OF Stainless steel EMBANKMENT SLOPES BEYOND THE LIMITS OF THE RIGHT OF WAY, WHERE REQUIRED -CAN- WILY = WESTERLY N &T DURABLE MATERIAL, INDICATING THE ADDRESS(S) OF THE SYSTEM AND TYPE OF TRANS= TRANSFORMER FOR THE CONSTRUCTION AND MAINTENANCE OF SAID RIGHT OF WAY, AS CONTAINED IN 10. INDICATE ON PLANS THE LOCATION OF ANY HYDRANTS TO BE INSTALLED. OHW SYSTEM IT SUPPLIES. SEE EXAMPLE BELOW: PRO = PROPORTIONATE THE DEED RECORDED APRIL 3, 1968 AS INSTRUMENT NO. 55590 OF OFFICIAL = GAS LINE S/0 = SOUTH OF PB = PULL BOX MEASUREMENT RECORDS. 11. INSPECTIONS REQUIRED: PCC "THIS FDC SUPPLIES THE BUILDING RISERS) /STANDPIPE(S) FOR NAME & ADDRESS (210.00' R) = RECORD DATA - R R- = RIDGE UNE A. EXCAVATED TRENCH INSPECTION LEAVING ALL ELEVATION CHANGES FOR VALVES, PIV OF BUILDING /COMPLEX" 7 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS = SEWER LINE R = PROPERTY LINE PL = PROPERTY LINE 210.00' PRO. = PRORATED DATA SET FORTH IN A DOCUMENT. = STORM DRAIN LINE PIPE, AND FITTING AREAS EXPOSED B. INSPECTION OF CONCRETE THRUST BLOCKS PRIOR AND POST OF THE POUR RD NOTE: MANUAL WET STANDPIPES SHALL BE DESIGNATED AS "PRIMED DRY 210.00' C. = CALCULATED DATA GRANTED TO: SHAPELLE INDUSTRIES OF SAN DIEGO, INC., A CALIFORNIA CORPORATION = TELEPHONE UNE C. INSPECTION OF ALL MECHANICAL RESTRAINTS INSTALLED RM STANDPIPE(S)". (427.00) TC = EXISTING ELEVATION PURPOSE: HIGHWAYS, DRAINS AND SLOPES WITH THE RIGHT TO = WATER LINE D. INSPECTION OF ALL CORROSION PROTECTION IN PLACE PRIOR TO COVERING PIPE SCB = SIGNAL CONTROL BOX 427.00 TC = DESIGN ELEVATION DEDICATE SAME 451 AND FITTINGS 35. ALL FDC(S) SHALL HAVE A MINIMUM OF TWO, 2'/2' INLETS WITH FEMALE 330 4% 114 E. A HYDROSTATIC TEST (200 PSI FOR TWO HOURS OR 50 PSI OVER MAXIMUM SPK NATIONAL STANDARD HOSE THREADS; ALL INLETS SHALL BE EQUIPPED WITH 787 RECORDED: JUNE 14, 1979 AS INSTRUMENT NO. 79- 246282 OF OFFICIAL RECORDS 150 STATIC PRESSURE, WHICHEVER IS GREATER) SHALL BE WITNESSED BY AN EFD SW INDIVIDUAL CHECK VALVES (E.G. CLAPPERS). THE FDC INLETS SHALL BE LOCATED 406 AFFECTS: THE ROUTE THEREOF AFFECTS A PORTION OF SAID 819 INSPECTOR. THE TRENCH SHALL BE BACK - FILLED BETWEEN THE JOINTS TO PREVENT TC AT A HEIGHT OF 30 TO 36" ABOVE FINISH GRADE. 765 LAND AND IS MORE FULLY DESCRIBED IN SAID 548 MOVEMENT OF THE PIPE. TE = TRASH ENCLOSURE 330 DOCUMENT. 140 F. THE SYSTEM SHALL BE THOROUGHLY FLUSHED BEFORE CONNECTION IS MADE TO 36. TO DETERMINE THE NUMBER OF INLETS FOR THE FDC, IT SHALL BE ASSUMED 946 NOTE: PLOTTED PORTIONS OF SAID INSTRUMENT ARE IDENTIFIED AS "SLOPE AND 236 OVERHEAD PIPING. FLOW SHALL BE THROUGH A MINIMUM OF A 4" HOSE OR PIPE UG -01 THAT EACH 2' /Z" FDC INLET WILL ACCEPT 250 GPM. THE COMBINED HOSE 470 TEMPORARY CONSTRUCTION EASEMENT." 953 UNLESS OTHERWISE APPROVED BY THE FIRE DEPARTMENT INSPECTOR. A FIRE 924 REQUIREMENT (NFPA 13, TABLE 5 -2.3) PLUS SPRINKLER DEMAND FOR A CALCULATED 959 2411 632 DEPARTMENT INSPECTOR SHALL WITNESS THE FLUSH. 235 SYSTEM OR THE MAXIMUM ACCEPTABLE BASE OF RISER FLOW (NFPA 13, TABLE 5- ® THE PRIVILEGE AND RIGHT TO EXTEND DRAINAGE STRUCTURES AND EXCAVATION AND 172 G. ALL OUTLETS SHALL BE REQUIRED TO BE FLUSHED. SUFFICIENT BURLAP SACKS 527 2.2) FOR A PIPE SCHEDULE SYSTEM SHALL BE USED TO DETERMINE THE REQUIRED 1054 EMBANKMENT SLOPES BEYOND THE LIMITS OF RIGHT OF WAY, WHERE REQUIRED FOR 390 AND BAILING WIRE SHALL BE AVAILABLE ON SITE FOR FLUSH TEST. 250 NUMBER OF FDC INLETS. 533 THE CONSTRUCTION AND MAINTENANCE OF SAID RIGHT OF WAY, AS CONTAINED IN THE t0a0 H. FLUSH OF ALL UNDERGROUND PIPING SHALL BE FOR PERIOD OF FIVE (5) 1035 48 1279 DEED RECORDED JULY 16, 1979 AS INSTRUMENT NO. 79- 293577 OF OFFICIAL 698 MINUTES OR UNTIL WATER IS CLEAR PRIOR TO CONNECTION TO FIRE SPRINKLER 37. A TWO -SIDED "GREEN DOT" REFLECTIVE MARKER SHALL BE INSTALLED ON THE 387 RECORDS. 203 RISER. THE LINES SHALL BE FLUSHED PRIOR TO RISER HOOKUP. THE FOLLOWING 810 ROAD SURFACE 4" TO 6" FROM CENTER LINE ON THE FIRE DEPARTMENT CONNECTION 1219 1460 862 FLUSH CONNECTIONS SHALL BE MADE: (FDC) SIDE. 12 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS 4 INCH UNDERGROUND MAIN - ONE (1) 4" COUPLING & HOSE INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. 6 INCH UNDERGROUND MAIN - ONE (1) 4" COUPLING & HOSE 38. THE COLOR OF THE FDC AND PIV SHALL BE RED. GRANTED T0: SAN DIEGO COUNTY FLOOD CONTROL DISTRICT, ZONE 1 8 INCH UNDERGROUND MAIN - ONE 1 4" COUPLING & HOSE LINES PURPOSE: FLOOD DRAINAGE CONTROL LARGER THAN 8 INCH - CONTACT THE FIRE PREVENTION BUREAU FOR ADDITIONAL EXCEPTIONS: D) ARCHITECTURALLY AESTHETIC INSTALLATIONS ARE NOT REQUIRED TO BE RECORDED: APRIL 6, 1981 AS INSTRUMENT NO. 81- 104521 OF REQUIREMENTS PAINTED, IF APPROVED BY THE FIRE DEPARTMENT. OFFICIAL RECORDS NOTE: THE FLUSHING OPERATION SHALL BE OF SUFFICIENT TIME TO ENSURE E) WHEN A FDC IS LOCATED ON THE BACKFLOW PREVENTER IT SHALL BE PAINTED AFFECTS: THE ROUTE THEREOF AFFECTS A PORTION OF SAID THOROUGH CLEANING, THOSE SYSTEMS GREATER THAN 4 INCHES IN DIAMETER SHALL RED" WITH THE BACKFLOW PREVENTER PAINTED ACCORDING TO WATER UTILITY LAND AND IS MORE FULLY DESCRIBED IN SAID REQUIRE THE USE OF A SINGLE LARGE DIAMETER HOSE. ALL FLUSHING SHALL BE STANDARD. THE FDC OUTLETS SHALL BE FACING THE STREET OR AS OTHERWISE DOCUMENT. COORDINATED WITH THE APPROPRIATE WATER AUTHORITY AND IN ACCORDANCE WITH DIRECTED BY THE FIRE DEPARTMENT INSPECTOR. 14 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THE APPROPRIATE "STORM WATER PROTECTION" REQUIREMENTS. THIS MAY INCLUDE THERETO AS SET FORTH IN A DOCUMENT. DISPENSING ON SITE OR WATER COLLECTION. 39. THE PIV SHALL BE SUPERVISED WITH A SUPERVISORY SWITCH AND ALSO BE LOCKED. THE SPRINKLER COMPANY SHALL ARRANGE FOR INSTALLATION OF 12. SCHEDULE ALL INSPECTIONS AT A MINIMUM OF 24 HOURS IN ADVANCE. UNDERGROUND CONDUIT FOR TAMPER SWITCH WIRING TO BE BURIED WITH THE GRANTED TO: OLIVENHAIN MUNICIPAL WATER DISTRICT, A PUBLIC INSPECTIONS CANCELED AFTER 1 P.M. ON THE DAY BEFORE THE SCHEDULED DATE UNDERGROUND PIPING AND PROPERLY PROTECTED TO AVOID DAMAGE PRIOR TO THE CORPORATION WILL BE SUBJECT TO A RE- INSPECTION FEE. INSTALLATION OF WIRING. PURPOSE: A PIPELINE OR PIPELINES WITH THE RIGHT OF INGRESS AND EGRESS 13. CALL THE FIRE DEPARTMENT PREVENTION INSPECTION LINE FOR SCHEDULING. 40. THE PIV(S) SHALL BE PROVIDED WITH A PERMANENT SIGN, MADE OF DURABLE RECORDED: JUNE 28, 1982 AS INSTRUMENT NO 82- 197502 OF MATERIAL, INDICATING THE ADDRESS (S) OF THE SYSTEM IT SUPPLIES (E.G., OFFICIAL RECORDS 14. INDICATE LOCATIONS OF FDC, PIV GATE VALVES AND THRUST BLOCKS. "THIS PIV SUPPLIES THE BUILDING RISER(S) & SITE HYDRANT(S) FOR NAME & AFFECTS: THE ROUTE THEREOF AFFECTS A PORTION OF SAID ADDRESS OF BUILDING /COMPLEX' LAND AND IS MORE FULLY DESCRIBED IN SAID 15. THE FDC SHALL BE LOCATED ADJACENT TO THE PIV ON THE SYSTEM SIDE OF DOCUMENT. SYMBOLS THE SERVICE LINES. SEE PIV AND FDC DETAIL ON LAST PAGE OF THIS DOCUMENT. 41. ANY ONSITE HYDRANTS SHALL BE SUPPLIED BY A SEPARATE UNDERGROUND MAIN. LEGEND ,O, FIRE HYDRANT 16. ALL PIPING SHALL BE APPROVED FOR USE FIRE SERVICE SYSTEMS (CLASS FIRE HYDRANTS AND FIRE FLOWS: THE APPLICANT SHALL PROVIDE FIRE HYDRANTS o---o STREET LIGHT AB = AGGREGATE BASE N. = NORTH A 150, C -900 MINIMUM). CLASS 200 PIPE SHALL BE USED WHERE THE PRESSURE MAY OF A TYPE, NUMBER, AND LOCATION SATISFACTORY TO THE FIRE DEPARTMENT. A AC = ASPHALT CONCRETE S. = SOUTH EXCEED 150 PSI. LETTER FROM THE WATER AGENCY SERVING THE AREA SHALL BE PROVIDED THAT TRAFFIC SIGNAL BLK = CONCRETE BLOCK E. =EAST STATES THE REQUIRED FIRE FLOW ARE AVAILABLE. FIRE HYDRANTS SHALL BE OF A o TRAFFIC SIGNAL BS = BACK OF SIDEWALK W = WEST 17. INDICATE THE SIZE AND LOCATION OF ALL PIPING, INDICATING THE CLASS BRONZE TYPE. ALL OUTLETS SHALL BE PROVIDED WITH NATIONAL STANDARD THREADS ARM & POLE CB =CATCH BASIN N'LY = NORTHERLY AND TYPE OF PIPE AND DEPTH TO BE BURIED. (HST). > LIGHT STANDARD CF =CURB FACE STY = SOUTHERLY 18. THRUST BLOCKS, OR OTHER APPROVED METHOD OF THRUST RESTRAINT, SHALL BE THE NUMBER AND SIZE OF FIRE HYDRANT OUTLET SHALL BE AS FOLLOWS: o- UTILITY POLE CL = CENTERLINE FG = FINISHED GRADE FH = FIRE HYDRANT PROVIDED WHEREVER PIPE CHANGES DIRECTION. 1. ONE 4 - INCH AND ONE 2 -1/2 INCH NST OUTLET. (4 ", 2 -1/2 ") FOR CLF = CHAIN LINK FENCE ( GUY WIRE & FL = FLOW LINE RESIDENTIAL INSTALLATIONS. ANCHOR CO = CLEANOUT 19. SUBMIT THRUST FORCE AND SOIL- BEARING CALCULATIONS IN ACCORDANCE WITH 2. TWO 4 - INCH AND TWO 2 -1/2 INCH NST OUTLETS. (4 ", 2 -1/2 ", 2 -1/2 ") FOR wM DCV = DETECTOR CHECK VALVE FS = FINISHED SURFACE NFPA 24. MULTI- FAMILY RESIDENTIAL OR INDUSTRIAL INSTALLATIONS. WATER METER El DS = ROOF DOWNSPOUT GB = GRADE BREAK 3. IN SOME INSTANCES THE CHIEF MAY REQUIRE THE FIRE HYDRANT(S) TO HAVE GM GAS METER EG = EDGE OF GUTTER GM = GAS METER 20. PROVIDE THE FOLLOWING INFORMATION OBTAINED FROM THE OWNER'S SOILS ANY OTHER COMBINATION OF 4 INCH AND 2 -1/2 INCH OUTLETS. EP =EDGE OF PAVEMENT GR = TOP OF GRATE REPORT: 4. THE CHIEF MAY REQUIRE A WATERLINE EXTENSION FOR THE PURPOSE OF Wv WATER VALVE GV =GAS VALVE FD = FOUND INSTALLING A FIRE HYDRANT IF THE WATER MAIN IS 1,500 FEET OR LESS FROM � GAS VALVE HP =HIGH POINT A. LATERAL BEARING CAPACITY OF THE SOIL THREE -FEET BELOW GRADE OR AT THE THE PROPERTY LINE. PB FDC =FIRE DEPT. CONNECTION HT = HEIGHT PULL BOX LEVEL ON THE SYSTEM PIPING. FF = FINISHED FLOOR ❑ ICV = IRRIGATION CONTROL A) CORROSIVE CHARACTERISTICS OF THE SOIL IN THE AREAS OF THE SYSTEM 42. FIRE HYDRANT SUPPLY PIPING SHALL BE A MINIMUM OF SIX INCHES IN ® GRATE INLET TRW = TOP OF RETAINING WALL VALVE INSTALLATION. DIAMETER. THE LOWEST OPERATING NUT SHALL BE A MINIMUM OF 18" ABOVE GRADE SIGN TW = TOP OF WALL IP = IRON PIPE B) SETTLEMENT PROPERTIES OF THE SOIL IN THE AREAS OF THE SYSTEM AND THE HYDRANT FLANGE SHALL BE A MINIMUM OF 2" ABOVE GRADE. UG = UNDERGROUND LS = LIGHT STANDARD VENT INSTALLATION. UP = UTILITY POLE =LEAD &TAG C) SOURCE OF THIS INFORMATION. 43. FIRE HYDRANTS SHALL BE A MINIMUM OF 40 FEET FROM ALL STRUCTURES AND S EWER MANHOLE MH VAR = VARIABLE = MANHOLE 10 FEET AWAY FROM THE RETURN OF A DRIVEWAY Main Valve Body: Ductile iron Grade 854 &12 Coating: Fusiorl epoxy coated internal and external changes and modifications on FEBCO products previously or subse• AWWA C5W90 Shutoff Valves: OS&Y resilient wedge gate .. J in. lran valves AV MA C509 Trim: Bronze Elastomer Discs: EPDM Spring: Stainless steel Models -CAN- • Valve Setterwith MJ x MJ, W x FL er FL x FL ends • End Connections -Flanged ANSI 816.1 Class 125 Pressure - Temperature axi Mmlrn Working pressure: 175psi (12.1 bad HyrkostaticTiest Press: 35Q1si (24.1 berl Temperature Range: 32-F to 14TF VC to 600Q ADorovals - Standards * ANSVAVWVA (C5101 * Approved by the Foundation for Cross - Connection Control and Hydraulic Research at the University of Southern California. �/\ * AstplS D E us 1048 864.5 Less gate not FM approved, Less gate not UL Classified unless installed with UL Listed gate valves Job Name - Job Location Engineer - Approval .--. l%TA,IAT50l191 t MODEL 870V DOUBLE CHECK DETECTOR ASSEMBLY (Shown in vertical arieatetfonl U.S, Patent No 4,989,635 - U.S. Patent No. 5,187,888 U.S. Patent No. 5,386,166 - U.S. Patent No. 5,226,441 U.& Patent No. 5,39$683 - U.S. Patent No. 5,583,178 MODEL 976V DOUBLE CHECK DETECTOR A (Shown in standard orientation) SEE OLIVENHAIN MUNICIPAL WATER DISTRICT DCDC DETAIL ON SHEET PS -5 Contractor Approval Contractor's P.O. No Representative - Modd VW Standard Odelduron Norte: The Series 876V is shipped in the standard IN- Shapel orientation as shown above. SEE DDC DETAIL ON SHEET PS -2 O8 c Dimensions - Weigh V Size: 2W 10f"(65 - 250mm) . ricer'. FEBCO product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise mea- surements, please contact FEBCO. FEBCO reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on FEBCO products previously or subse• quentlyyssaid. ^ G d1. asn .:+.. 8 in. mm .. J in. lran K in. mm U4tli�i.' M in mm E'LY = EASTERLY NG = NATURAL GROUND IRAN = TRANSITION 318 = CABLE TV LINE -CAN- WILY = WESTERLY N &T = NAIL & TAG TRANS= TRANSFORMER E = ELECTRICAL UNE N/0 = NORTH OF OHW = OVERHEAD WIRE PRO = PROPORTIONATE G = GAS LINE S/0 = SOUTH OF PB = PULL BOX MEASUREMENT _GBGB- = GRADE BREAK LINE E/O = EAST OF PCC = CONCRETE (210.00' R) = RECORD DATA - R R- = RIDGE UNE W/O = WEST OF PIV = POST INDICATOR VALVE 210.00' M. = MEASURED DATA S = SEWER LINE R = PROPERTY LINE PL = PROPERTY LINE 210.00' PRO. = PRORATED DATA SD = STORM DRAIN LINE = CENTERLINE RD = ROOF DRAIN 210.00' C. = CALCULATED DATA T = TELEPHONE UNE R/W = RIGHT OF WAY RM = REDWOOD HEADER (427.00) TC = EXISTING ELEVATION W = WATER LINE 0 = DELTA SCB = SIGNAL CONTROL BOX 427.00 TC = DESIGN ELEVATION 17%4 451 R = RADIUS SMH = SEWER MANHOLE 330 4% 114 L = LENGTH SPK = SPIKE 787 330 150 T = TANGENT SW = SIDEWALK 406 r44214 819 M = MEASURED DATA TC = TOP OF CURB 765 213'1 548 C = CALCULATED DATA TE = TRASH ENCLOSURE 330 5%4 140 (RAD)= RADIAL BEARING TP = TELEPHONE POLE 946 520 236 Diagram UG -01 18% 470 Model 870V Vertical Orientation rtTq:TF` 'AAA %e- a^yz... . ... ke. rmn ,: A in. mm e ». ran ..,. C in mm EI OSaY- Ire. lttm F in Im G d1. asn .:+.. 8 in. mm .. J in. lran K in. mm U4tli�i.' M in mm Ea9R!39:£ 098y tls. kga. 2Vz 65 12'1A 318 AND TYPE SHALL BE USED TO AVOID PIPE JOINTS BEING LOCATED IN OR UNDER THE 654 24A 616 16% 416 18r/5 422 61A 159 11Vz 292 31h 89 13ya 346 271A 6.92 2� 164 3 80 12Vz 318 POLYETHYLENE (POLY - SLEEVE) PLASTIC. THE ENDS OF THE PLASTIC AND ANY 654 24% 629 2211 565 16% 422 8[4 159 11Vr 292 V44 95 14Ya 359 2814 718 300 136 4 100 14 356 706 26%4 6110 23% _591 17%4 451 7 178 13 330 4% 114 1514 394 31 787 330 150 6 150 16 406 r44214 819 32'1 619 30% 765 213'1 548 8 203 13 330 5%4 140 18% 473 37rA 946 520 236 8 200 18% 470 953 36%4 924 37%'4 959 2411 632 9'1 235 t4'h 368 6%4 172 20'x4 527 41'1/1 1054 860 390 16 250 21 533 t0a0 40%4 1035 48 1279 271h 698 10 254 15 387 8 203 24 810 48 1219 1460 862 •UMOKN W ighte ao non Inch,» we,s a, op0ana rareserer. Nix INneensicns sheen are wminal. Nkw .must be merle Iornormci mannNnming M]xawea. Refer b Spm'aicallm Short ES-F- 011, ESFa11 FWW and n4 610MJ far Waifs M WN. sorer. SEE SPECIFICATIONS SHEET DETAIL ON _.. _•e xwnci"rcmcare.o�.s,•- .�.�„Fie,e aenm SHEET PS -5. 4" CHECK SEE NFPA mss °_ a INAfiS QVJ�" FOR FDC I � *r.iaR rus,w naua �11�= ;a;rL53r`. ,' eua xae�aimi. "eeeve ax+ce =.rs(.K c41•A S�J �W FRN4E Ynxc� SERVICE ENTRY 21. ALL PORTIONS OF THE UNDERGROUND MAIN (INCLUDING THE FDC) SHALL BE 0 STORM DRAIN MANHOLE W = WASHER FIRE SPRINKLER RISER DETAIL 44. HYDRANTS SHALL NOT BE INSTALLED WHERE WALLS OR OTHER OBSTRUCTIONS ARE 0 TELEPHONE MANHOLE WDF = WOOD FENCE CEMENT LINED DUCTILE IRON OR UL LISTED PLASTIC. ` LOCATED WITHIN FIVE (5) FEET OF THE PROPOSED HYDRANT LOCATION. MH MANHOLE WM = WATER METER JJ \ FI(1T Trl C('AI F 22. UNDERGROUND MAINS WITHIN FIVE 5 FEET OF BUILDING FOUNDATIONS SHALL Co WV = WATER VAL BE CEMENT LINED DUCTILE IRON. AT NO TIME SHALL PIPES PASS UNDER FOOTINGS 45. A KEYED GATE VALVE SHALL BE PROVIDED FOR EACH HYDRANT IN AN SEWER CLEANOUT UNLESS APPROVED BY THE FIRE MARSHAL OR HIS REPRESENTATIVE. WHERE A RISER ACCESSIBLE LOCATION. THE SHUT -OFF VALVE FOR THE HYDRANT SHALL BE LOCATED MONUMENT WELL IS CLOSE TO BUILDING FOUNDATIONS, UNDERGROUND FITTINGS OF PROPER DESIGN AT LEAST 10 FEET AWAY FROM THE HYDRANT AND A MINIMUM OF 3 FEET CLEARANCE ® HANDICAP PARKING STALL AND TYPE SHALL BE USED TO AVOID PIPE JOINTS BEING LOCATED IN OR UNDER THE SHALL BE MAINTAINED AROUND AND TO THE HYDRANT AT ALL TIMES. VALVES SHALL FOOTING. (SEE DIAGRAM UG -01) NOT BE LOCATED IN PARKING STALLS. © LANDSCAPED AREA ® PROTECT IN PLACE 23. UNDERGROUND MAINS SHALL NOT BE STEEL OR GALVANIZED STEEL PIPES. 46. ALL HYDRANTS, BOLLARDS /GUARD POSTS IF REQUIRED SHALL BE INSTALLED AND PAINTED WITH APPROVED COLORS BY THE FIRE DEPARTMENT. ® REMOVE AND DISPOSE OFFSITE 24. ALL FERROUS PIPE AND FITTINGS SHALL BE PROTECTED WITH A LOOSE 8 -MIL RELOCATE POLYETHYLENE (POLY - SLEEVE) PLASTIC. THE ENDS OF THE PLASTIC AND ANY SPLICES MADE FOR TEE'S OR OTHER PIPING COMPONENTS SHALL BE SEALED WITH 2" Q PLOTABLE EASEMENT ITEM TAPE, APPROVED FOR UNDERGROUND USE. ALL BOLTED JOINTS SHALL BE CLEANED No. PER TITLE REPORT AND THOROUGHLY COATED WITH ASPHALT OR OTHER CORROSION RETARDING MATERIAL -�--�- 2y (427.C;• -- - EXIST. CONTOUR LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL APPROVED BY: LWD DISTRICT ENGINEER NAME RCE DATE EXP. DATE Max 42- IIFG SEE NFPA 24, SECTION 6.3 FOR PIV SPECFICATIONS 5.9 MAIN MAft- n DETAIL U G - 0 1 Water Flow J6 WAFER VALVE NOT TO SCALE POST INDICATOR- VALVE AND FDC DETAIL NO SCALE - FDC caps to point in direction to allow for connection that will not interfere with Post indicating Valve (PIV) operation. OLIVENHAIN MUNICIPAL WATER DISTRICT 6 X811- SIG ATE rI No. 7521115 �; { Exp. 12-31-2M * AFTER ASSEMBLY AND PRIOR TO POLYETHYLENE (POLY- SLEEVE) INSTALLATION. DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE ENCINITAS FIRE DEPARTMENT SMH JPH SMH ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ® ADD UTILITY PLAN 5 -11 -12 DESCRIPTION: NO.R1800 11 -93 EC PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: FIRE NOTES & DETAILS REVISE FIRE PROTECTION SERVICE. 8 -6 -12 LOCATION: CENTERLINE MONUMENT ON EL CAMINO REAL 0.2 HORIZONTAL: AS NOTED ' 1 DATE: 5 -7 -12 A/1 WITH EASEMENT NOTES 194 N. EL CAMINO REAL G/'� 13 Z MILE WILY FROM ENCINITAS BLVD. WELL MONUMENT IN LEFT HAND MASIH MAHER, 042519 FGR GREG SHIELDS "? CHICK -FIL -A RESTAURANT 11073 -V AS- BUILTS " /'; (� TURN POCKET GOING S'LY ALONG EL CAMINO REAL RECORD FROM: VERTICAL: AS NOTED s - r tl �Q ��% R.C.E. NO.: 75205 DEPUTY CITY ENGINEER APN 259 - 121 -34/35 ELEVATION: 187.89' DATUM: CCS83 SIGN 5 DATE of!�S)- CC DI BIAS 0/13/12- /' EXP.: 12/31/13 DATE DATE PLANNING CASE NO: 10 -127 MUP / DR / CDP SHEET 13A OF 16 10 I SANITARY SEWER CONSTRUCTION NOTES LWD SMH N _ - a 09 -1085 ES 70 POTHOLE AND VERIFY THE EXISTENCE, LOCATION, DEPTH, SIZE, MAT SEWER '. TRUXAWN &TASSOCIATES PRIOR "TO CONSTRUCTION. CTION.PORT y 183.50 INV N FINDI G POTHOLE AND VERIFY THE EXISTENCE LOCATION, PE - - - - ` : , 71 MATERIAL AND CONDITION OF EXISTING SEWER NP DEP LET & R FIELD SURVEY DATAL A, - ` OUTLET AT EXISTING GREASE INTERCEPTOR. ORT FINDINGS n/�OLEI�A TO TRUXAW & ASSOICATE PRIOR O RUCTION. M - T x. A I S 185.01± INV 8 } -� u GRAPHIC SCALE 72 POTHOLE AND VERIFY THE EXISTE OCATION, DEPTH MATERIAL AND ALL LATERALS ARE SUBJECT TO LWD 183.81 ± INV 3 ra'�' CONDITION OF EXISTING SEWE RAIL FOR KRAGEN'S BUILDING. SPECIFICATIONS PER DRAWINGS S -17 _ -_ ,10 't 0 5 10 20 40 SEWER SERVICE MUST BE TAINED DURING RE- ROUTING OF SEWER. AND S -25 FROM MAIN TO PROPERTY LINE 70 t , V;`' DETERMINE OUTLET IN ELEVATION AND REPORT FINDINGS TO TRUXAW t_ r _ f & ASSOICIATES P TO CONSTRUCTION. LWD SMH N0. _.__ - r', ( IN FEET) 73 EXISTING G INTERCEPTOR TO REMAIN PROVIDED IT IS IN USUABLE 09 -1090 /� �:�. ,i AG1�~ 1 inch - l0 ft RE-USE UST BE APPROVED Y THE 188.74 RIM VlA (174.87 ® S= 0.0048)± �t1 " ~_ "�� '�tv 120 LOU DIT A WASTEWATER DISTRACT. 184.34 INV (PER FIELD SURVEY DATA) _ ._. __._.._ , (g' PVC SEWER) -' \ \ " "" --�" ..-'� ` o o � � 7 REASE VAT IN COVERED &WALLED ENCLOSURE PER L.W.D. REQUIREMENTS =' I LIMITS OF GRADING \ \ - _. _ - "` FOR U N D E R G R O U N D I N G 80 \ \ 75 PRIVATE -- \ AND SPECIFICATIONS. f \ !_- - AL OF UTILITIES �` r „ ," __.._- PER LWD STDIS SN 17 " AND REQUIREMENTS. NH SDPE 3 EDDING SAND BIAC FILL 75 N 0 I LATER P \ 4 ,F �. . STDS A PIPE K - -- __.__ Al _ ` .-- .__ -;a 4v „ ___. __..... _.,. -_ . `_ ...... PLACE 6D INCH SDR -35 PVC SEWER PIPE PER SHOWN CPC REQUIIREMENTS PS-4. - - '" -" ° '� --�� BEDDING AND BACKFILL PER L.W.D. STDS. S-11 & S 12. ** 0�\ _� DETAILS ON SHEET PS -4. - 7 C3 LIMITS OF 81 � V ♦ ELECTRICAL CONSTRUCTION NO \ ADING - "� +� " �. �y' B PLACE 4 -INCH SDR -35 PVC SEWER PIPE PER CPC REQUIREMENTS. PIPE '. _ BEDDING & BACKFILL PER L.W.D. STDS. S -11 & S- 12. * ** t -�. �. `� 7 5 DETAILS ON SHEET PS -4. 100 CONNECT TO EXISTING TRA MER PER AGENCY REQUIREMENTS 101 INSTALL ELECTRICAL CE LINE TO CHICK -FIL -A BUILDING PER �., 75C PLACE 3 -INCH SDR -35 PVC SEWER PIPE (VENT LINE) PIPE PER CPC 83 �� 3 \ � � CITY REQUIREME ABANDON EXISTING 185.59 INS ,� �� \`3 REQUIREMENTS. PIPE BEDDING AND BACKFILL TO CONFORM TO THE METER & PROTECT ___ -- _____ .._ MET.ER -- FOR - -: ��- ___.._ ___ _ ___�___ -- ( �� v �� GAS CON CTI N NOTES \ RECOMMENDATIONS OF THE SOILS ENGINEER. 3 - " - - -" �'U \ 76 CONNECT TO EXISTING GREASE INTERCEPTOR PER L.W.D. REQUIREMENTS. * ** -- r KRAGENS 110 ACE EXISTING GAS METER WITH NEW GAS METER (PER S.D.G.& E. "" ORCES). CONTRACTOR TO COORDINATE WITH KRAGEN S AUTO FOR 94 34& 737' \RIW _ 83 -- . """ AV PRIVATE V � � A � � DISRUPTION AND CONNECT KRAGEN 'S TO THEIR EXISTING GAS 77 CONSTRUCT 6 -INCH CLEANOUT PER L.W.D. STDS. S -8 & S -9. * ** _ _ 82 V _ , - MINIMAL DI \ LLB \ �� LATERAL. DETAILS ON SHEET PS -4. I- #10 SEE LANDSCAPE 77A \ \�'� \ - PER L.W.D. STDS. S -8 & S -9. * ** CONSTRUCT 4 INCH CLEANOUT 1 7 82 r ,,, PLANS FOR \ \ \ ^c r DETAILS ON SHEET PS -4. I ' - CONTINUATION 83 \ f\\ < \ B ,, LIMITS O F 78 SAMPLE BOX PER PLUMBING PLANS. I , , 75A A,. 1� ', `,' '`. GRADING 6 \ \ 79 PLUG EXISTING SEWER LATERAL AFTER NEW SEWER LATERAL IS CONSTRUCTED o 14 \ s PER I.W.D. REQUIREMENTS. * ** _., __.. 111 CONNECT TO NEW GAS METER AND COORDINATE 2 -INCH * ** L.W.D. = LEUCADIA WASTEWATER DISTRICT L , r I - ^_ _ ..a _ __ ±' Mks , , O GAS SERVICE LATERAL TO CHICK -FIL -A BUILDING WITH (CONNECT TO \ 95 I I \ S.D.G. & E SERVICE PLANNER. [WATER KRAGEN \ WATER CONSTRUCTION NOTES , - (WATER LINE ``I g I: \ I � ',,... ""�. \' �� DOMESTIC WATER SERVICE -i --- - - - - -r �= -� I I \ _ _ _ _ _I _ _ _ _ \ 89 7 - _ TELEPHONE CONSTRUCTION NOTES - - - - - - - - - - - - - -, 83 G \ 1 80 POTHOLE AND VERIFY THE EXISTENCE, LOCATION, DEPTH, MATERIAL AND l I; \ ,I SEWER UND \ 12 CONNECT TO EXISTING TELEPHONE PULL BOX O ! _ _ _ _ - _ - - - 187.40 INV S r \ ' \ ` PER AT &T REQUIREMENTS: CONDITION OF EXISTING WATER MAIN.. REPORT FINDINGS TO TRUXAW & z -1 - - - - - - - - - - - WATER PIPE e, \ W-- "...� { ASSOCIATES PRIOR TO CONSTRUCTION. j 30.5' ._ M M M M 77A \ ~ ,� \ S j I 90 92 E E E 89 \ f \ \ T 81 INSTALL 1 -1/2 INCH DOMESTIC WATER SERVICE & 1 -1/2 INCH WATER METER N MUNICIPAL WATER DISTRICT STD. B -1.3. DETAIL ON SHEET PS-4. N AI 101 \ 101 > N \ \ 82 INSTALL 2 INCH REDUCED PRESSURE BACKFLOW PREVENTER PER O.M.W.D. _ F °�••. � a° ° 1 E L STD. C -2.1. DETAIL ON SHEET PS -5. _ \ }o , LEGEND & SYMBOLS 100 � I _. \ � , _� __ _ __ ___ ._ = r ; I °° ° Z I J, \ 79 � ��. � �� ° � I \ �- _ 83 INSTALL 2 -INCH SCH. 80 PVC WATERLINE. PIPE WRAP, EXCAVATION II I I \\ \ _ \ -., \\ ON SHEET 2 O AND BACKFILL TO BE IN ACCORDANCE WITH THE O.M.W.D. REQUIREMENTS** * ** 88 -- I - -- - -- _ I AND SPECIFICATIONS. (INCLUDES ALL NECESSARY BENDS AND FITTINGS). SEE FIRE EQUIPMENT I 89 85sss _:_u.:- T _----- __ _ • o 0 0 r DETAIL ON SHEET 88 sz * ** I * ** ALL PIV S & FDC S 78 ' FIRE SERVICE 89 8s + > 75a \ EASEMENT NOTES ri PS -S I I� SHALL BE BE PROPERLY 84 POTHOLE AND VERIFY THE EXISTENCE, LOCATION, DEPTH, MATERIAL AND > z\ 96 I I LABELED WITH ADDRESS \\ 7 !I 0,1\ VE SEWE RAL \\ ?O< �� \ -- ON SHEET 2 CONDITION OF EXISTING FIRE WATER LINE. REPORT FINDINGS TO TRUXAW I AND BUSINESS NAME i__.____J �' 77A 0 UG &ASSOCIATES PRIOR TO CONSTRUCTION. \ i ou - `�/ fr''' QUI M S AFTER KRAGEN ATTACHED. \ r^ Jo �) VER N TION OF NEW �� ;�"� 85 REMOVE EXISTING WATER VAULT AND DEVICES WITHIN VAULT PER O.M.W.D. J SERVICE - _ CONNECT TO EXISTING \ I B TER L AL. ,. , ,'. REQUIREMENTS. ** ** F I� - - - - FIRE WATER LINE TO 84 \ I I - 71 -0.18 7 \ \ * gg INSTALL 4 -INCH DOUBLE DETECTOR CHECK PER O.M.W.D. STD. C -3.1. 86 90 92 / I KRAGEN AUTO. ar REFER TO PLUMBING ° - CONNECT TO EXISTING I \ I \ DETAIL ON SHEET PS -5. 4 -INCH WATER LINE \ EXISTING FIRE SERVICE MUST REMAIN ACTIVE FOR \ I PLANS \ * INSTALL 4 -INCH FIRE DEPARTMENT CONNECTION PER DETAIL ON SHEET PS -5. AND REPLACE EXISTING KRAGEN'S DURING REMOVAL OF PIV /FDG SPRINKLER 3 87 IF UNUSABLE SYSTEM AND CONSTRUCTION OF THE PROPOSED A j 190.80 INV ' \ ` 95 CHICK -FIL -A FIRE SERVICE AND THE NEW ALIGNMENT \ 101 76 73 89 / \ 0 * 88 INSTALL 4 -INCH POST INDICATOR VALVE PER DETAIL ON SHEET PS -5. c I \ OF THE FIRE LINE FOR KRAGENS. �** 71 90 91 �' ° �\ * 89 INSTALL 4 -INCH C -900, CLASS 200 PVC WATER UNE PER O.M.W.D. REQUIREMENTS. ` i 779 REMOVE SEWER ;\ \ 90 INSTALL THRUST BLOCK PER O.M.W.D. STD'S D -3.4 AND D -3.6. \ CLEANOUT I 24.3 ** ADDITIONAL FIRE DEPARTMENT NOTES: \ yp s1 �� \\ \ DETAILS ON SHEET PS -5. *� o BUSHES, TREES AND ALL ROADWAYS FOR COMMERCIAL I 758 Q 93i� ``\il RIW * 91 INSTALL 4" D.I.P. 90- BEND PER O.M.W.D. REQUIREMENTS. SIMILIAR FOLIAGE SHALL PROJECTS SHALL BE A MINIM i -1 -� \ 190.80 INV I * 92 INSTALL 4" D.I.P. TEE PER O.M.W.D. REQUIREMENTS. NOT BE LOCATED WITHIN OF 24 FEET IN WIDTH DUR \ 188.39' 111 \� I 0 - -; A RADIUS OF 5 FEET CONSTRUCTION AND M 1NED \ INV I 74 7 0Op8 ' \ I 93 CONNECTION TO FIRE RISER PER DETAIL ON SHEET PS -2. k S I I OF AN FDC OR BACKFLOW/ FREE AND CLEAR; I DING THE SEWER UNDER \ I DDC VALVE ASSEMBLY. PARKING OF VE S, IN ACCORLIAN_ " _ `r =` ELECTRICAL CONDUIT 1 94 INSTALL FIRE LANE SIGN PER DETAIL ON SHEET PS -5. 0 GROUND COVER LANDSCAPE WITH LOCAL CODES. CFC SECTIO 195.35 FS 0 i'I IS ACCEPTABLE. 503.4 03.2.1 AMENDMENT. 110 101 72 (188.85 t INVJOIN i' 1 95 PAINT FIRE LANE CURB RED PER DETAIL ON SHEET PS -5. \\ PROTECT EXISTING INSTALL "GREEN DOT" REFLECTIVE SEWER SERVICE TO KRAGEN 1 .TJi 96 INSTALL WAFER CHECK VALVE PER FIRE DEPARTMENT REQUIREMENTS FIRE DEPARTMENT CONNECTION 6 / o ° 1 m AS SHOWN ON DETAIL UG -01 ON SHEET PS -2. \ AUTO DURING RE- ROUTING o o ' � ° ° ° ° MARKER 4" TO 6" FROM CEN OF SEWER LATERAL. 0 ° ° °' 1 rJ * SIZE OF EXISTING FIRE LINE MUST BE VERIFIED BY POTHOLING. PROPOSED I LINE OF ROAD ON FDC SI \ DOUBLE DETECTOR CHECK AND ADJOINING FIRE LINE TO BUILDING TO BE SIZED I' \\ FF-195.80 11 WITH CALCS BY•OTHERS. 4" SIZING SHOWN FOR BIDDING PURPOSES ONLY. I **O.M.W.D. = OLIVENHAIN MUNICIPAL WATER DISTRICT I4 \ OCCUPANCY GROUP: A -2 C = x \ 1 STORY, 30' HIGH °° 1 '' OLIVENHAIN MUNICIPAL WATER DISTRICT I '�t., �� \ 1,� l� t �= �� LIMITS OF I � I 'I �' A � i ti ; A � � � �� ':� NOTICE TO CON R _ GRADING _ 1 it �`,t1Va �, A 1 ! - LJ �_ I l %M1. i tl I i �t! ! -- ,�''. v,_ F i I ' t {; THE CONTRACTOR SHALL ASCERTAIN UE \ .r `� 1 VERTICAL AND HORIZONTAL LOCATION AND SIZ LL \ is, 1 UTILITIES, PIPES, AND /OR STRUCTURES AND SHALL > , �L .,.�" ' - 1 y / I ' RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVAT UTILITIES, SHOWN OR NOT SHOWN HEREON. SIG DATE IMPORTANT NOTICE I I LIMITS O F \\ 0 1/ L DIA WASTEWATER DISTRICT Section 4216 4217 of the Government 1 Code requires a Dig Alert Identification G R ADING 1' Number be Issued before a "Permit to Excavate" will be valid. PUBLIC ER SYSTEM APPROVAL 1 " For Undergground Service uAlert call APPROVED B WD DISTRICT ENGINEER -_.._ ___._I [GLR:MA::TDSl OF TOLL FREE 1 -800- 422 -4133 I, N G n ` 1 ; i ', `'t Two working days before you dig. I I b 1 I NAME RCE DATE ❑ ❑ 1 FIRM EXP. E °0 1 o QROFESSin 1 `e Plan Prepared by: CO NMI Efflosa 11 "� Na 75205 � Exp. 12 -31 -2013 ,� Civil£ng /veers and LondSurveyors pp CAl \E0\� 185 S AniM Dr., Suite 111, Orange, CA. 97888 (714)935 -0185 /oz (714)935 -0108 ION CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY: CHECKED BY: SMH I JPH SMH ENGINEERING DEPARTMENT APPROVAL§ CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ADD UTILITY PLAN A^ V4112, 3 DESCRIPTION: NO.R1800 11 -93 EC PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: UTILITY PLAN FOR: LOCATION: CENTERUNE MONUMENT ON EL CAMINO REAL, 0.2 HORIZONTAL: AS NOTED DATE: 5+1-12_ 494 N. EL CAMINO REAL MILE WILY FROM ENCINITAS BLVD. WELL MONUMENT IN LEFT HAND MASIH MAHE R, C42519 LDS CHICK -FIL -A RESTAURANT 11073 -G TURN POCKET GOING S'LY ALONG EL CAMINO REAL. VERTICAL: AS NOTED R.C.E. NO.: 75205 DEPUTY CITY ENGINEER RECORD FROM: S116111- APN 259 - 121 -34/35 ELEVATION: 187.89' DATUM: CCS83 CRAIG S. BIAS EXP.: 12/31/13 DATE DATE PLANNING CASE NO: 10 -127 MUP / DR / CDP SHEET 14 OF 16 NEW SHEET 0 w i. Z o 1 z :orn Ian Ld 1- X G` L0 i o ffl I o I 0) i I�� N 1 z U m 0 a r>o 0 H 0 0 0 0 / 0 m 0 U a / SANITARY SEWER CONSTRUCTION NOTES 7\ LWD SMH N - TO l T __ -_._ ___. _._. _ - ____ - ___.__._ Y_. 09 -1085 REPORT FINDINGS _w_ _ r MATERIAL I 1 l 1 L�j �-- \ � O AND CONDITION OFIFEXISTING XS" SEWER LOCATION, MAIN. 10 ftEPOP� T \ (7 ( A� t l TRUXAW &ASSOCIATES PRIOR TO CONSTRUCTION. \ \ 1 188.00 RIM Q3. 183.50 INV 71 POTHOLE AND VERIFY THE EXISTENCE, LOCATION, DEPTH, SIZE, _ f PER HELD SURVEY DATA A -° N -- - - - t -- -� - - - - - -- - - - -- F } GS 1d3 �� MATERIAL AND CONDITION OF EXISTING SEWER PIPE INLET & .. _'t ` d'.i�.�ii >b OUTLET AT EXISTING GREASE INTERCEPTOR RPORT FINDINGS ENA _ _�� \ f--' � >i, -` _. --� 1 � t TO TRUXAW & ASSOICIATES PRIOR TO CONSTRUCTION \ 11•'0 g '~ G -'N �z t f GRAPHIC SCALE 72 POTHOLE AND VERIFY THE EXISTENCE, LOCATION, DEPTH, MATERIAL AND 185.011 INV `�, \ \ f - � -- 1� S., �Ia`lE��r - " --�'"` � � � i r1 CONDITION OF EXISTING SEWER LATERAL FOR KRAGEN'S BUILDING. ALL LATERALS ARE SUBJECT TO LWD 183.81 f INV , 't is \ o s o zo ao SEWER SERVICE MUST BE MAINTAINED DURING RE- ROUTING OF SEWER. - -d i DETERMINE OUTLET INVERT ELEVATION AND REPORT FINDINGS TO TRUXAW SPECIFICATIONS PER DRAWINGS S -17 - " t ' AND S -25 FROM MAIN TO PROPERTY LINE 70 \01��-05'51 �° 4 N & ASSOCIATES PRIOR TO CONSTRUCTION. IN FEET) 73 EXISTING GREASE INTERCEPTOR TO REMAIN PROVIDED IT 1S IN USUABLE LWD SMH N0. /� - y ADEQUATE SIZE. RE -USE MUST BE APPROVED BY THE 09 -1090 VGA f &.0 Ah ( C \ n r a = 10 ft. TS r 1 inch (174.87 ®S= 0.0048)1 _.,._ c . , 120 � - -'"`- 188.74 RIM p� FIELD SURVEY DATA fig° PVC SEWER) \ \ ea} ENCL PER L.W.D. REQUIREMENTS 184.34 INV ( ) S - "- " "` ` -° - \ 74 GREASE 'VAT IN ICOVEREDS& (WALLED OSUF #E Q LIMITS OF GRADING \ 97 Tl AND SPECIFICATIONS. * ** 75 CONNECT TO EXISTING 8" SEWER MAIN WITH 6 INCH SDR -35 PVC SEWER PIPE LATERAL FOR U N D E R G R O U N D I N G 80 \ \ 75 PRIVATE -- - - ; =t L.W.D. STD. 5 -17 AND CPC REQUIREMENTS. PIPE BEDDING AND BACKFILL OF UTILITIES w, - - - • -""` ,t _~--!� � 1 rr . PER 8" AL WATER ° E ' R L.W.D. STD S S & S-12.*** TS. PIPE �8, _ - Vd - - - BEDDING ANDHBADCKFILL PVC PER11 PC W \ --' �u(3� w � 3 ^" � 5 DETAILS ON SHEET PS-4. SEWER I - - - - -- - E - °- -- . --- - - �� LIMITS O F 81 �I " "- °" - 7_ \ E NOTES 75g PLACE 4 -INCH SDR -35 PVC SEWER PIPE PER CPC REQUIREMENTS. PIPE EL CONSTRUCTION i t GRADING -.- I'' -' ' / ` \_'\\ 100 CONNECT TO EXISTING TRANSFORMER PER AGENCY REQUIREMENTS. O BEDDING & BACKFILL PER L.W.D. STD'S. S -11 & S- 12. * ** ERVICE LINE TO CHICK -FIL -A BUILDING PER Y a 1 \ d \ 0. 7 1 t 75C PLACE 3o NCH SHEET SDRP35 PVC SEWER PIPE (VENT LINE) PIPE PER CPC -- - --- - FORM TO THE i � O1 INSTALL ELECTRICAL S _17-7 - 83 � � \ \ �- 4 , t th .1 CITY REQUIREMENTS REQUIREMENTS. PIPE BEDDING AND BACKFILL TO CON -_- - -_- \ ABANDON EXIS ING 185.59 INV �; \ t`, i, RECOMMENDATIONS OF THE SOILS ENGINEER. METER &' PROECT r \ \ ,•_ ;GAS CONSTRUCTION NOTES ` TT R- _FOR - -- n _ - ..__- r__ - - -- - - =s .►�� \ \ \ , 1 , 76 CONNECT TO EXISTING GREASE INTERCEPTOR PER L.W.D. REQUIREMENTS. * ** REPLACE - -- - _ \� 1 ON __ _. - - - \, O ORCES ECIONTRACTORATO COORDINATE WITH KR GEN SEAUTO FOR E � g GE � GO � G8 KRAGEN'S �' ��' \\ \ \ t 0 � � O _. �. - \ _ t = 1 ). 77 CONSTRUCT 6 -INCH CLEANOUT PER L.W.D. STD'S. S -8 & S -9. * ** R/W \ PRIVATE \ t " '' MINIMAL DISRUPTION AND CONNECT KRAGEN'S TO THEIR EXISTING GAS ,34�, ✓.�' 83 • - -,__ -� f _. __ -_._ -� , \ ,-.),\ \ " °, ,. i, �, � k -, 1 ' , ' DETAILS ON SHEET PS -4. 94 _- 82 LATERAL. S 8 & S-9. ** _ \ \ \\ \ ` t i 4 K L CONSTRUCT 4 -INCH CLEANOUT PER L.W.D. STD'S. - % - __._. 77A \ \ \ I 1 SEE LANDSCAPE �' 1 i ' DETAILS ON SHEET PS 4. ' y 7' 82 r ,. PLANS FOR tom_ \ \\ d li LIMITS O 78 SAMPLE BOX PER PLUMBING PLANS. ' CONTINUATION -> F V A\ 1 1 - -l�'�, \ ' ., \ \'''•., ` =`'� `� \• 11 i ti. '1 GRADING 79 PLUG EXISTING SEWER LATERAL AFTER NEW SEWER LATERAL IS CONSTRUCTED I I \ 75A PER L.W.D. REQUIREMENTS. * ** , 14 I ! �' \ �s \ \, `\ 111 CONNECT TO NEW GAS METER AND COORDINATE 2 -INCH * ** L.W.D. = LEUCADIA WASTEWATER DISTRICT I - \ - \ GAS SERVICE LATERAL TO CHICK -FIL -A BUILDING WITH at t S.D.G. & E SERVICE PLANNER. WATER CONSTRUCTION NOTES CONNECT , 95 I \ EXISTING KAGEN ti• \ \ ' \ DOMESTIC WATER SERVICE =_ \� WATER LIN I \ i NI 1, ,, '' TELEPHONE CONSTRUCTION NOTES - - I Z \ `.., a w l t1 ', gQ POTHOLE AND VERIFY THE EXISTENCE, LOCATION, DEPTH, MATERIAL AND 12 ' ;', 1 i 120 CONNECT TO EXISTING TELEPHONE PULL BOX tl _ - _ � - - - - - - - \ - - _ - I 10 83 G \ O C G WATER MAIN.. REPORT FINDINGS TO TRUXAW & { I \ I I \ I SEWER UNDE 187,40 IN I \ E ! PER AT &T REQUIREMENTS. --- ,. _ _ _ _ _J - - = WATER PIPE \ ASSOCIATES PRIOR TO CONSTRUCTION. _ _ y.. A W 77A INSTALL 1 -1/2 INCH DOMESTIC WATER SERVICE & 1 -1/2 INCH WATER METER 30.5' �- I A E 91 I I E E �� `1`, jt PER OLIVENHAIN MUNICIPAL WATER DISTRICT STD. 8 -1.3. DETAIL ON \�� \ � 4 \ SHEET PS -4. a, \ 90 (2s ** c1 �A 89 - `til 1 ��t '1 82 INSTALL 2 INCH REDUCED PRESSURE BACKFLOW PREVENTER PER O.M.W.D. II� - - 101 Ss 1D1 83 �., A v l �' i 0 „ STD. C-2.1. DETAIL ON SHEET PS -5. _ LEGEND & SYMBOLS WATERLINE. PIPE WRAP EXCAVATION AA \ AN M .� 79 't ° h i I t ) i 83 INSTALL 2 -INCH SCH. 80 PVC 100 90 9 I CONNECT. TO EXISTING �o \ dd� ,\ \ : \ 1 + \ ON SHEET 2 AND BACKFILL TO BE IN ACCORDANCE WITH THE O.M.W.D. REQUIREMENTS ** 189 FIRE WATER LINE 70..84 _ \ « \ \ ,i 01 . II 90 91 86 85 KRAGEN AUTO. \ I �, u \ t } `; ti '� AND SPECIFICATIONS. (INCLUDES ALL NECESSARY BENDS AND FITTINGS). SEE FIRE EQUIPMENT gg - �- _ __ Y `_ \ �. F a F 0 0 0 0 S ' 87 ; I 78 * > 75A \ \ i1 , 110 EASEMENT NOTES FIRE SERVICE l DETAIL ON SHEET 89 o> rrl ze 190 " * ** -ALL PROPERLY SHALL BE s \ I 11.0 ' ON SHEET 2 84 POTHOLE AND VERIFY THE EXISTENCE, LOCATION, DEPTH, MATERIAL AND Ni PS -5 I - , - - I PROPERLY LABELED WITH \ I '7 I ° \ REMOVE SEWER LATERAL O ` '` �'•., 1 : A `'" ' t .�, tti CONDITION OF EXISTING FIRE WATER LINE. REPORT FINDINGS TO TRUXAW N d' { 191 \ oui ao p4� 77A AND PLUG PER L.W.D. \ \\ -- -- ADDRESS AND BUSINESS r s I \ & ASSOCIATES PRIOR TO CONSTRUCTION. f - X REQUIREMENTS AFTER \ \ 84 90 91 I I 14 F * / NAME ATTACHED ? - m \ 90 91 \ I R CONSTRUCTION OF NEW \ g5 REMOVE EXISTING WATER VAULT AND DEVICES WITHIN VAULT PER O.M.W.D. 75B WATER PIPE LATERAL. ,` ''� \ 111 I 89 \ 0 i REQUIREMENTS. ** - -� { \ -� 71 ,t} t -0.18 77g xxxx REFER TO PLUMBING \ \ \' ' ` CONNECT TO EXISTING 90 92 \ I " 7 PLANS FOR \ \ * 86 INSTALL 4 -INCH DOUBLE DETECTOR CHECK PER O.M.W.D. STD. C -3.1. ; { ' EXISTING FIRE SERVICE MUST REMAIN ACTIVE FOR * DETAILS ON SHEETS PS -2, & PS -5. I 4 -INCH WATER LINE \ ; { °;I m t" ) 3 CONTINUATION a i \, 1, .\ * g7 INSTALL DUAL 2 -1 2" FIRE DEPARTMENT C NNECTION PER NOTE 86 ABOVE. EXTEND -� AND REPLACE EXISTING. I I KRAGEN'S DURING REMOVAL OF THE FDC SPRINKLER { \ Z O I Q I � I f SYSTEM AND CONSTRUCTION OF THE PROPOSED \ { i � 190.80 INV � � �, ! ` \ t, `, � � { � FDC CONNECTION TO E WEST SIDE OF THE DCD S WITH PROPER SUPPORTING BRACKETS. � { CHICK -FIL -A FIRE SERVICE AND THE NEW ALIGNMENT \ { i ( ,tO 88 NOT USED. 95 { ' OF THE FIRE LINE FOR KRAGEN'S. \ i - j 76 89 \ i i ..•t 't1 **** - -- - °° * 89 INSTALL 4 -INCH C -900, CLASS 200 PVC WATER LINE PER O.M.W.D. REQUIREMENTS. 71 \ f�l NAME 778 A REMOVE SEWER \ j CLEANOUT \ \ 90 INSTALL THRUST BLOCK PER OAM .D. STD'S D -3.4 AND D -3.6. �I 24.3 ** ADDITIONAL FIRE DEPARTMENT NOTES: \V{ �\ 93 � V\ A, 1W * 91 INSTALL 4" D.I.P. 90' BEND PER O.M.W.D. REQUIREMENTS. I' o I : BUSHES, TREES AND ALL ROADWAYS FOR COMMERCIAL i � r � \ 4 1 1 , � " TEE PER O.M.W.D. REQUIREMENTS. 92 INSTALL 4 D.I.P. Q ' SIMILIAR FOLIAGE SHALL PROJECTS SHALL BE A MINIMUM %I i_'_ 75B`04� � \ I � 1. DETAILS ON-5. I , 190.80 INV � t � + ? * o - NOT BE LOCATED WITHIN OF 24 FEET IN WIDTH DURING { 'INV 188.39 111 74 7 t l 1 1 11 `+ DETAIL ON SHEET PS -2. l A RADIUS OF 5 FEET CONSTRUCTION AND MAINTAINED I \ g3 CONNECTION TO FIRE RISER PER ' SEWER UNDER y i ! ' SEE SPECIFICATIONS SHEET ON PS -5. OF AN FDC OR BACKFLOW/ FREE AND CLEAR, INCLUDING THE I ELECTRICAL CONDUIT i lt1 ,i DDC VALVE ASSEMBLY. PARKING OF VEHICLES, IN ACCOR _. _ - - _,, =s$, _ ' 94 INSTALL FIRE LANE SIGN PER DETAIL ON SHEET PS -5. I I - _ 195.35 FS o� GROUND COVER LANDSCAPE WITH LOCAL FIRE CODES. CFC SECTION _ 110 101 72 188.85 f INVJOIN I o IS ACCEPTABLE. 503.4 AND 503.2.1 AMENDMENT. ( i �1 j 1 r �,y 1ti1 't4� 95 PAINT FIRE LANE CURB RED PER DETAIL ON SHEET PS -5. A PROTECT EXISTING t --------- - - - - -. INSTALL "GREEN DOT' REFLECTIVE \ SEWER SERVICE TO KRAGEN o SIZE OF EXISTING FIRE LINE MUST BE VERIFIED BY POTHOLING. PROPOSED \ { FIRE DEPARTMENT CONNECTION AUTO DURING RE- ROUTING DOUBLE DETECTOR CHECK AND ADJOINING FIRE LINE TO BUILDING TO BE SIZED ° MARKER 4" TO 6" FROM CENTER \ OF SEWER LATERAL. 1 \ mi 4 WITH CALCS BY OTHERS. 4" SIZING SHOWN FOR BIDDING PURPOSES ONLY. LINE OF ROAD ON FDC SIDE. 1 _ t ? O.M.W.D. = OLIVENHAIN MUNICIPAL WATER DISTRICT S �, g - - -- - -° I 1 �# - STORY \ OCCUPANCY GROUP: A -2 !' }` -1 1 j \ 1 STORY, 30' HIGH ° °° , l LIMITS OF 9 ,� STUCCO BLDG. -) NOTICE TO CONTRACTOR GRADING�r \t1 '� _ 1 � � 1 ', Pr' � 14 �� 1 THE CONTRACTOR SHALL ASCERTAIN THE TRUE - "'-`- - -- -- -I 1 - �", { I ( CAMINO t h ( , •1 �;'�` } t .a,1� VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL +y�r n _ i ° 0 1 1 ,l t^=tt it i �} , UTILITIES, PIPES, AND /OR STRUCTURES AND SHALL BE _7 , \ 1 V , t !�j RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE I I P tf - ` • \ 1 �� UTILITIES, SHOWN OR NOT SHOWN HEREON. I \ J i �, l j .� I - I:. _ \ i _ _ _ t • = 11 IMPORTANT NOTHa `3 i tSection 4216/4217 of the Government I' LIMITS O F \ °� `q % ' i Code requires a Dig Alert Identification GRADING \ 1 s i Number issued before a "Permit to Excavate" will be valid. l For your Dig Alert I.D. Number call 'v�+�:-'° • s1l TOLL FREE 1- 800 -422 -4133 -e` j 1}'1 Underground Service Alert LIMITS OF __ _____ __ _ __ _.. 1 GRADING Two working days before you dig. 1 b i0ii 11 1 ; , 1\ 4. {I ❑ ❑ LOi 0 1 • , OFESS/ OLIVENHAIN MUNICIPAL WATER DISTRICT! SIGN DATE LEUCAIjIA`WA9TtWATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL APPROVED BY: LWD DISTRICT ENGINEER NAME RCE DATE FIRM EXP. DATE P/on Prepo/ad by: L- -- - JI - - i No. 75205 � Exp. 12-31-2013 CivilEngineers and LandSurverors CIVIL 265 S AniM Dr., Su% 111, Orange, CA. 97868 (71 4)935 -0765 /oz (7I4)935 -0106 9Tf OF CAI \E0 DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE ENCINITAS FIRE DEPARTMENT SMH JPH SMH ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ,ENGINEERING SERVICES DEPARTMENT DRAWING NO. ADD UTILITY PLAN 5 -11 -12 DESCRIPTION: No.Rlsoo 11 -93 Ec PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: ,, ^ UTILITY PLAN FOR: /�/�, 194 N. EL CAMINO REAL REVISE FIRE PROTECTION SERVICE. 8- -1 LOCATION: CENTERUNE MONUMENT ON EL CAMINO REAL 0.2 HORIZONTAL: AS NOTED DATE: 5 -7 -12 074 �G �J MILE N'LY FROM ENCINITAS BLVD. WELL MONUMENT IN LEFT HAND I MASIH MAHER, C42519 Coq-GREG SHIELDS CHICK -FIL -A RESTAURANT J �7 TURN POCKET GOING STY ALONG EL CAMINO REAL. VERTICAL: AS NOTED / ' R.C.E. NO.: 75205 DEPUTY CITY ENGINEER APN 259- 121 -34/35 AS- BVILTS C "� �% 16 0 RECORD FROM: �� QD�l3 /i1 ELEVATION: 187.89' DATUM: CCS83 IGN DATE CRAIG . DI BIAS EXP.: 12/31/13 DATE DATE PLANNING CASE NO: 10 -127 MUP r DR / cDP SHEET 14A OF 16 NEW 5HELI 24 "0 MIN, TOP OF PAVEMENT 1/4" CP�HAMFER FINISH GRADE .,. LLI J r ni ° e PIPE ,d I —I ¢ MIN. 560 -C -3250 I CONCRETE STEEL OR PLASTIC PIPE SLEEVE W/ Qty SNUG FIT Flo UNPAVED AREA Nia I °lo 2 22-1/2* BENDS SEWER MAIN - j NOTES. CAST IRON DEAD END COVER PER 24 "0 MIN. LWO STD. DWG. NO. S -9 #4 BAR/ N /-#4 BAR. TYP(4) R01, i 2" CLR TYP TRENCH WIDTH — CONTINUE BEDDING TO VERTICAL PIPE 2 22 -1/2' BENDS UNDISTURBED EARTH (SEE NOTE 2) °'1 1. THE SEWER MAW SHALL BE LAID FOR THE FULL LENGTH AND DEPTH SHOWN ON THE PLAN AND PROFILE TO THE POINT MARKED DEAD END (D,E•), u 2. THE TRENCH FOR A DEAD END SHALL BE EXCAVATED ONLY TO SUBGRADE, WHICH IS THE BOTTOM OF THE SLOPING PIPE AND FITTINGS. SHOULD THE EXCAVATION FOR ANY REASON BE CARRIED BELOW SUBGRADE, IT SHALL BE REFILLED TO SUBGRADE WITH y ROCK OR GRAVEL WHICH SHALL BE TAMPED UNTIL FIRM AND UNYIELDNG. SHOULD A FIRM AND UNYIELDING FOUNDATION BE UNOBTAINABLE BY THIS METHOD A CONCRETE PIPE CRADLE SHALL BE USED. 3, DEAD END SHALL BE OF SAME SIZE DIAMETER PIPE AS THE MAIN LINE SEW 4. CLEANOUT COLLAR SHALL BE CENTERED IN CONCRETE COLLAR. 77A 77D LEUCADIA WASTEWATER DISTRICT 8 APP OVED 6 2 09 t °' STANDARD DEAD END STD. DWG. No. d CE CAA26514 EXP. 3/k/10 ( CLEANOUT) S -8 a DRAWN CH D. REV. D VARIABLE VARIABLE ', X11 -1/4' BEND I CURB I STANDARD � SEE !Y4NOTE 5 - -� LEGEND ON PLAN STANDARD WYE, OR TEE, OR "CUT IN" 2" COPPER TAG SOLDERED CONNECTION (WHERE "CUT IN" CONNECTION TO THE WIRE SHALL BE IS USED, IT SHALL BE SURROUNDED WITH EXTENDED ABOVE GRADE " OF CLASS 560 -C -3250 CONCRETE UNTIL HOUSE fS BUILT, PLACy FOR VCP AND SHALL THEREAFTER LETTER "S" STAMPED OR BE BURIED AT THE POINT CHISELED IN FACE OF CURB I I OF CONNECTION NOT LESS THAN 2" HIGH I I I AND 3/16" DEEP f I i PROPERTY LINE _ , I - 5 1/2' MIN, F TO II -11' I TOP OF CURB I_l_1� (il - -- — mil' I MEASURED AT E 2' MAX. ATII TRACER WIRE PER -' °- SEWER MAIN SPECIFICATIONS IFOR CONT. LEFT IN P ISEE LWD SLOPE VARIES STD. DWG. 11 -1/4' BEND —27. MIN. —. N0, S -25 45' PIPE BEDDING OF 3/4" CRUSHED SEE ELEVATION ROCK (1" BELOW BELL) NOTE 5 z DROP TO MAIN DETAIL SHOWING THE MANNER OF F VARIES W /SIZE CONNECTING OPPOSITE LATERALS TO A -1 (SEE LWD STD, SEWER MAIN. TWO CONNECTIONS SHALL NOT o O DWG. NO. S -24) BE MADE IN THE SAME LENGTH OF PIPE. (n to NOTES- 1. w z " IN NO CASE SHALL A LATERAL g T L CONNECT TO THE SEWER MAIN to r DIRECTLY ON TOP OF THE PIPE. 2, SEWER LATERALS SHALL HAVE A MIN. SLOPE OF 2 %, 3, ALL JOINTS ON SEWER LATERAL z PIPE SHALL BE COMPRESSION TYPE € - OR APPROVED SOLVENT WELD. t 1D 4. LATERAL SHALL EXTEND TO o PROPERTY LINE UNLESS OTHER- PLAN FOR PVC WISE SHOWN ON PLANS. 5• FOR THE CASE WHEN THE "DROP TO MAIN" IS GREATER THAN THE MIN. REQ'O PER LWD STD. DWG, N0, S -24 AND LESS THAN PLAN FOR VCP THAT REQ'D BY LWD STO. DWG. NO. S -18, A PIPE SPOOL MAY BE ADDED TO ALLOW RISE AND TRANSITION TO A MIN. 2% SLOPE TO MAIN, LEUCADIA WASTEWATER DISTRICT APP ov£D s as STD. DWG. NO. CE CA,y26514 EXP. 31 HOUSE CONNECTION I DRPC AWN c D. REV. (SEWER LATERAL) 75 S -17 SLO NOTES- SOUTH BAY FOUNDRY 1208 -N, OR APPROVED EQUAL rew-B f76 I \/IVIVJ BOTTOM VIEW ,W„ SECTION A -A 77A 77B - J LEUCADIA WASTEWATER DISTRICT `s APP OVED 6 2 09 STD. DWG, NO. C ' A &28514 EXP 10 STANDARD CLEANOUT COVER a DRAWN CHKD. REV. S -9 PC S D 1/2" HIGH LETTERS, RAISED 1/8" SFr CZ E N6\ TOP VIEW N 1 /2„ 11 E� SIZE MAINTAINED 'W' 'X' 'Y' 'Z' 6 "0 PIPE 9 -3 4" 4 -3 4" 7 -1 2" 7 -3/4" 8 "0 PIPE 11 -3/4" 6 -3/4" 9 -1/2" 9 -3/4" HOUSE CION PLAN 2611IR14L1,b OWNED AND MAINTAINED MAIN TAINED' SERVICE LINE -� +� BY LWD BY PROPERTY HOUSE OWNER I DETAIL BELOW OF THE CURB AND GUTTER AND NOTE 2 FINISH COURSE OF AC RESURFACING SHALL BE LAID DOWN USING A MINIMUM = (PIPE OD SHOWING THE LOCATION e p V TO BE INSTALLED BY OWNER I i SEWER MAIN 11 —' RFNF1 L Y o��MH J /JI A —WYE I „ CONCRETE SADDLE SHALL INCLUDE A UPC APPROVED BACKWATER VALVE PER UPC SECT. 710 ONLY FOR THOSE -° CLEANOUT DETAIL LOWER FIXTURES, DRAINING FROM HIGHER ° NO SCALE ELEVATION FIXTURES SHALL NOT PASS J THROUGH BACKWATER VALVE. LEUCADIA WASTEWATER DISTRICT ° APP OVED 6/22/09 STD. DWG. N0. v CE CA# 6514 EXP. J/ 10 TYPICAL SEWER LATERAL 75 r a DRAWN CHKD, REV, S -25 PC JC SLD CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE ADD UTI ITY PLAN S 1 % DESCRIPTION: NO.R1800 11 -93 EC AS- BUILTS ILMA&VAd 'Ib'T3 4 J93 LOCATION: CENTERLINE MONUMENT ON EL CAMINO REAL. 0.2 ' HORIZONTAL: AS NOTED MILE WILY FROM ENCINITAS BLVD. WELL MONUMENT IN LEFT HAND TURN POCKET GOING S'LY ALONG EL CAMINO REAL. VERTICAL: AS NOTED RECORD FROM: ELEVATION: 187.89' DATUM: CCS83 TEMPORARY TRENCH BOX OR SHORING WHERE A SMALL 'S' SHALL BE SERVICE LINE -� MAX. SLOPE PER SEE CLEANOUT BOMBED IN THE TOP BACK HOUSE SEE NOTE 3 DETAIL BELOW OF THE CURB AND GUTTER AND NOTE 2 FINISH COURSE OF AC RESURFACING SHALL BE LAID DOWN USING A MINIMUM = (PIPE OD SHOWING THE LOCATION e p V TO BE INSTALLED BY OWNER PL OF THE LATERAL SEE LWD STD. DWG. NO. S -11 FOR TYPICAL PIPE BEDDING & TRENCH SEE NOTE 3 COPPER WIRE AND TAG (D- WC BELLS) + 16" SEE LWO SID. DWG. NO. S-17 3" TYP 2 3 4 OR S 4' OR 6' LATERAL 75 SHALL GOVERN ONLY IF REQUIREMENTS ARE IN CONFLICT. AS SHOWN ON PLANS FOR CONNECTION SEE LWD STD. DWG. NO. S -17, x rn SEE NOTE 4 I/4- / FT. MIN. SLOPE —� I TEE PLUG 20A MINIMUM a N " DiEANOUT TO BE NIC BELLS) +24" TO BE INSTALLED INSTALLED AT PROPERTY SEWER MAIN BY OWNER LINE BY CONTRACTOR BACK -FACE OF CURB, TYPICAL SEWER SERVICE CONNECTIQI FURNIS11 NO SCALE METAL CAP 3. AN 1 ER DIST'RICT'S METER INSTALLATION, CONNECT CUSTOMER SERVICE LINE TO INSTALLED GEOTEXTILE MIRAFI 140N ` SEE LWD STD. Y NOTES: DWG. NO, S -B 1. CLEANOUT TO BE INSTALLED AT PROPERTY TTEM DESCRIPTION LINE BY CONTRACTOR FOR CCTV, 3 ¢ m 1i1 GROUND I ' ;• 2. CLEANOUT COLLAR .SHALL BE CENTERED IN ° SURFACE 2 CONCRETE COLLAR. WHERE PAVEMENT EXISTS n I 15240/D -1.1 CONCRETE REINFORCEMENT SHALL BE IN N COO _ ACCORDANCE WITH LWD STD. DWG. NO. S -B. 4 CONCRETE COLLAR THE TRENCH WIDTH 15292/D -1.3 SEE NOTE 2 3. AS REQUIRED BY BUILDING PERMIT, UNIFORM (2) 22 -Y2' BENDS I5293/D-1.4 PLUMBING CODE, CITY CODES, OR CITY SEE LWD STD. SERVICE LINE REQUIREMENTS. DWG, N0. 5 -6 (SEWER LATERAL) II O.D. BELL 8 4 SADDLES ARE PRIVATE AND WYES ARE PUBLIC. MAX- DEPTH OF _ WAX TAPH COATING SYSTEM - S. WHENEVER THE BUILDING PAD ELEVATION IS g METER BOX AND TWO PIECE POLYMER COVER LOWER THAN THE NEXT UPSTREAM MH RIM ° TEMPORARY TRENCH ELEVATION, THEN THE PRIVATE SEWER LATERAL „ CONCRETE SADDLE SHALL INCLUDE A UPC APPROVED BACKWATER VALVE PER UPC SECT. 710 ONLY FOR THOSE -° CLEANOUT DETAIL LOWER FIXTURES, DRAINING FROM HIGHER ° NO SCALE ELEVATION FIXTURES SHALL NOT PASS J THROUGH BACKWATER VALVE. LEUCADIA WASTEWATER DISTRICT ° APP OVED 6/22/09 STD. DWG. N0. v CE CA# 6514 EXP. J/ 10 TYPICAL SEWER LATERAL 75 r a DRAWN CHKD, REV, S -25 PC JC SLD CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE ADD UTI ITY PLAN S 1 % DESCRIPTION: NO.R1800 11 -93 EC AS- BUILTS ILMA&VAd 'Ib'T3 4 J93 LOCATION: CENTERLINE MONUMENT ON EL CAMINO REAL. 0.2 ' HORIZONTAL: AS NOTED MILE WILY FROM ENCINITAS BLVD. WELL MONUMENT IN LEFT HAND TURN POCKET GOING S'LY ALONG EL CAMINO REAL. VERTICAL: AS NOTED RECORD FROM: ELEVATION: 187.89' DATUM: CCS83 TEMPORARY TRENCH BOX OR SHORING WHERE REQUIRED BY SOIL CONDITIONS SERVICE LINE -� MAX. SLOPE PER TRENCH WIDTH = W UU PERPENDICULAR TO STREET CENTERLINE, WHEN PRACTICAL. PROJECT GEOTECH FINISH COURSE OF AC RESURFACING SHALL BE LAID DOWN USING A MINIMUM = (PIPE OD SELF PROPELLED SPREADER BOX, UNLESS OTHERWISE APPROVED e p V ENGINEER 6-.:. V Rtv . *: qp SEE LWD STD. DWG. NO. S -11 FOR TYPICAL PIPE BEDDING & TRENCH 1111 VIII t2 (D- WC BELLS) + 16" 9 3" TYP 2 3 4 OR S ONLY IN WET GROUND 75 SHALL GOVERN ONLY IF REQUIREMENTS ARE IN CONFLICT. a x rn MAXIMUM =(PIPE OD I I I I CONDITIONS, WRAP 20A MINIMUM a N " T = NIC BELLS) +24" NOTES: PIPELINE AND METER BOX BEDDING W /NON -WOVEN BACK -FACE OF CURB, 2. AFTER THE SPECIFIED COMPONENTS HAVE BEEN INSTALLED BY OTHERS, THE DISTRICT WILL FURNIS11 AND INS'T'ALL A METER AND BALL VALVE IN THE INDICATED SPACE 3. AN 1 ER DIST'RICT'S METER INSTALLATION, CONNECT CUSTOMER SERVICE LINE TO INSTALLED GEOTEXTILE MIRAFI 140N VALVE. 111{E A NON - METALLIC P.IPH NIPPLE AT THE VAI,VE. E Y WATER MAINS - 0 -200 PSI "-� 81 TTEM DESCRIPTION OR SIMILAR WITH ¢ m 1i1 * I WARNING 15081 2 OVERLAP EQUAL TO as 15240/D -1.1 3 N COO _ TAPE TAPE 4 OUTLET ON PVC PRESSURE PIPE 0 -200 PSI THE TRENCH WIDTH 15292/D -1.3 5 0 I5293/D-1.4 6 1 -I12" COPPER WATER TUBE TYPE K SOFT a 7 1 -1 2" BRZ ANGLE BALL VALVE W/TNLE'P UICK JOINT' x METL'RFLG II O.D. BELL 8 I -112" COPPER 90° ELBOW LONG. RADIUS COPPER SOLDER.IOINTS 0 -300 PSI MAX- DEPTH OF _ WAX TAPH COATING SYSTEM 09952 10 METER BOX AND TWO PIECE POLYMER COVER 15081 TEMPORARY TRENCH a 13110 II iv_ OLIVENHAIN MUNICIPAL WATER DISTRICT BOX PER ASTM D2321 WATER SERVICE ASSY FOR 1 -1/211 STD DWG NO. 10 I " CORPORMION 0 TOP OF PIPE SEE 41 zz (I NOTE 2 FOR EXCEPTION ? N O — '4 o W II Q`Qp\P• S 4" MIN. TO 8" MAX. a BENEATH PIPE OR 2" MIN. BENEATH BELL - D/4 WHICHEVER IS '` ' GREATER 1/2" MAX. iII FIRM TRENCH CRUSHED ROCK BOTTOM TO BE ENCASEMENT TO i III CREATED USING 16" 0 POPE CRUSHED ROCK MAX. FOR PIPE PE -I _ �� —I — —I ( I —, „ 2 1/2 AND 1 IN > 16” 0 r= I I I �= I ��— TT = SIZE, BRIDG5 75 - III -III -TYPE C BEDDING NATIVE SOILS UNTIL FIRM SUBGRADE 75A 75B $TANQA.RD INSTALLATION 75C FORMS, AS REQUIRED. NOTES: i 1. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE W/ ASTM D2321 (STD PRACTICE FOR UG INSTALLATION OF PIPE FOR SEWERS & OTHER GRAVITY -FLOW APPLICATIONS.) 2. OVEREXCAVATION MAY PROCEED WITH A TRENCH BOX TO BOTTOM OF TRENCH, THE TRENCH BOX SHALL BE RAISED AS FIRM SUBGRADE IS ESTABLISHED, AFTER FIRM SUBGRADE IS ESTABLISHED, THE TRENCH BOX SHALL BE SUSPENDED ABOVE TOP OF PIPE ELEVATION, THE PIPE BEDDING SHALL THEN BE SET INSIDE GEOTEXTILE FABRIC, THE PIPE INVERT SHALL BE SET, AND THE PIPE ZONE SHALL BE INSTALLED WITH COMPACTED CRUSHED ROCK AND ENCLOSED WITH GEOTEXTILE AS SHOWN. I 3. ( *) INDICATES MINIMUM RELATIVE COMPACTION. 4. UNDISTURBED NATIVE SOIL IS ANTICIPATED TO BE 85% RELATIVE COMPACTION AT TRENCH BOTTOM, WHICH I5 SUITABLE AS "FIRM TRENCH. BOTTOM ". IF THE TRENCH BOTTOM IS LESS THAN 85% RELATIVE COMPACTION, CONTRACTOR SHALL PLACE CRUSHED ROCK AS INDICATED BY TRENCH DETAIL. i 5. PROVIDE COMPACTION EFFORT SUITABLE TO UNIFORMLY LOAD -THE ENTIRE CIRCUMFERENCE OF I THE PIPE. LEUCADIA WASTEWATER DISTRICT j APP�DVED��6z os Y STD. DWG. N0. STANDARD PIPE ZONE c£ CA#26574 EXP. 3/ 10 AND TRENCH BACKFILL S -11 DRAWN CIfKD. REV. PC I JC DISTRICT'S CUSTOMER U 9" METER _ SERVICE LINE -� O SET' NOTE 1 SEE NOTE 2 SEE NOTE 3 W UU PERPENDICULAR TO STREET CENTERLINE, WHEN PRACTICAL. ¢ w uj 10 CO O FINISH COURSE OF AC RESURFACING SHALL BE LAID DOWN USING A SELF PROPELLED SPREADER BOX, UNLESS OTHERWISE APPROVED e p V — 6-.:. V Rtv . *: qp SEE LWD STD. DWG. NO. S -11 FOR TYPICAL PIPE BEDDING & TRENCH 1111 VIII t2 (D- REFER TO AND COMPLY WITH ALL STANDARDS AS REQUIRED BY 9 3" TYP 2 3 4 OR S 75 SHALL GOVERN ONLY IF REQUIREMENTS ARE IN CONFLICT. y6 1 41I THK SAND CUSHION z] ¢ F b U � 8 75A SLOSH UP'IrARD NON- TRAFFIC AREA 20A MINIMUM [N it POSITION MIDWAY 13HTWEEN NOTES: PIPELINE AND METER BOX I. WHERE SIDEWALKS ARE NOT PRESENT, LOCATE CENTER OF ANGLE BALI, VALVE 9" PROM BACK -FACE OF CURB, 2. AFTER THE SPECIFIED COMPONENTS HAVE BEEN INSTALLED BY OTHERS, THE DISTRICT WILL FURNIS11 AND INS'T'ALL A METER AND BALL VALVE IN THE INDICATED SPACE 3. AN 1 ER DIST'RICT'S METER INSTALLATION, CONNECT CUSTOMER SERVICE LINE TO INSTALLED BALL VALVE. 111{E A NON - METALLIC P.IPH NIPPLE AT THE VAI,VE. E WATER MAINS - 0 -200 PSI "-� 81 TTEM DESCRIPTION SPEC/DWG 1 1-1t2" WATER SERVICE ASSY FOR I -1/2" WATER METER 15081 2 OUTLET ON DUCTILE IRON PIPE 0 -200 PSI 15240/D -1.1 3 OUTLET ON CML&C STEEL PIPE, 0 -200 PSI 15061/D -1.2 4 OUTLET ON PVC PRESSURE PIPE 0 -200 PSI 15292/D -1.3 5 OUTLET ON PVC DISTRIBUTION PIPE, 0 -150 PSI I5293/D-1.4 6 1 -I12" COPPER WATER TUBE TYPE K SOFT 15220 7 1 -1 2" BRZ ANGLE BALL VALVE W/TNLE'P UICK JOINT' x METL'RFLG 15081 8 I -112" COPPER 90° ELBOW LONG. RADIUS COPPER SOLDER.IOINTS 0 -300 PSI 15220 9 WAX TAPH COATING SYSTEM 09952 10 METER BOX AND TWO PIECE POLYMER COVER 15081 It 30 LB ZINC ANODE WITH ANODE LEAD WIRE AND PIPE CLAMP 1" BELOW VALVE 13110 12 CUSTOMER SERVICE LINE OLIVENHAIN MUNICIPAL WATER DISTRICT BOYLE WATER SERVICE ASSY FOR 1 -1/211 STD DWG NO. METER - WORKING PRESS 0 -200 PSI CORPORMION JUNE 2008 PLANS PREPARED UNDER SUPERVISION OF DATE: 647-12 R.C.E. NO.: 75205 CRAIG . DI BIAS EXP.: 12/31/13 1 1/2" AC FINISH COURSE 1/2" MAX AGGREGATE PLANE 1 1/2" DEEP AND TRENCH WIDTH 12" 12" BEYOND TRENCH LINE EXIST AC J "w PAVEMENT 1 1/2" o� N EXIST. PAVEMENT PLUS 1 z 1 -1/2" AC -MIN 3" SECTION 3/4" MAX AGGREGATE c4 Ld m 6" MIN. CLASS 2 AGGREGATE BASE COMPACTED TO 95% MIN RELATIVE COMPACTION PAVEMENT REINFORCEMENT MEMBRANE NOTES: 1. TRENCH MAY BE SLOPED BACK ONLY IN AREAS APPROVED BY THE DISTRICT ENGINEER. PAVING IN PAVED AREAS SHALL BE REPLACED WITH AN EXTENDED "T- PATCH" TO SUIT, ALL OTHER M DISTURBED OR DAMAGED IMPROVEMENTS SHALL BE REPLACED IN KIND "s 2. EXIST AC SHALL BE CUT AND REMOVED IN SUCH A MANNER SO AS 3 NOT TO TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL. ALL CUTS SHALL BE PARALLEL OR " PERPENDICULAR TO STREET CENTERLINE, WHEN PRACTICAL. 3. FINISH COURSE OF AC RESURFACING SHALL BE LAID DOWN USING A SELF PROPELLED SPREADER BOX, UNLESS OTHERWISE APPROVED BY THE ENGINEER. 4. SEE LWD STD. DWG. NO. S -11 FOR TYPICAL PIPE BEDDING & TRENCH BACKFILL 5. REFER TO AND COMPLY WITH ALL STANDARDS AS REQUIRED BY AUTHORITY HAVING JURISDICTION WITHIN STREET. CITY STANDARDS 75 SHALL GOVERN ONLY IF REQUIREMENTS ARE IN CONFLICT. 75A 75B 75C LEUCADIA WASTEWATER DISTRICT R APP OVED 11/8/06 STD. DWG. NO. N 2M II STANDARD PIPE TRENCH DETAIL CE CA#28514 EXP. 31 e a R cHKD. REV. IN EXISTING STREETS S -12 P CHR S ENGINEERING DEPARTMENT APPROVALS REVIEWED BY: MASIH MAHER, C42519 �oI1tGREG SHIELDS DEPUTY CITY ENGINEER DATE No. 75205 {r Exp. 12 -31 -2013 NOTICE TO CONTRACTOR THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL UTILITIES, PIPES, AND /OR STRUCTURES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. IMPO7RT7ANT TICE Section 4216/ he Government Code requires rt Identification Number be Issued before a "Permit to Excavate" will be valid. For your Dig Alert I.D. Number call Underground Service Alert TOLL FREE 1- 800 - 422 -4133 Two working days before you dig. OLIVENHAIN MUNICIPAL WATER DISTRICT 10� 5''221 -/Z SIGN DATE LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL APPROVED BY: LWD DISTRICT ENGINEER NAME RCE DATE FIRM EXP. DATE CITY OF ENCINITAS - ENGINEERING SERVICES D1 JTILITY DETAIL SHEET 1 FOR: 194 N. EL CAMINO REAL CHICK -FIL -A RESTAURANT APN 259- 121 -34/35 PLANNING CASE NO: 10 -127 MUP / DR / CDP _ NF.W SHFrET- 00 c0 00 N Q U z- O Ln z I �x� UO Obi O�� Q � � z X 3 - X U] pom � ro I UQM W N O cD � N Im ENT DRAWING NO. F 11073 -G z SHEET 15 OF 16 TO DISTRICT'S METER TRENCH WIDTH SEE NOTE 1 6" 12" MIN 7 9" PAVEMENT MAX 6 TYP _ z18" AIR RELEASE ASSEMBLIESATTIIF. 4 4 1_. LCONC. 3. DETECTOR CHECKS SHALL BE TM HE SAME SIZE I AS THE OUTLET AND PIPING TO THE ASSEMBLY. I�� ¢� O 3 WAFER CHECK VALVE S s < ' INSTALLATION PER CUSTOMER R pb P N LIMIT OF OMWD 7' `" 0 oMs 15 w U 3.0' a- Ion • O b . >', 9 DIRF EC �n F O NIA\ .7 O U b ,a• n '4.7' WAFER CHECK,VALVE 4 4° a] 2 3 +. '•• 450 3 2 13 CUSTOMER RESPONSIBLE R FOR MAINTENANCE a l8" INSTALLATION PER NOTES: OMWD STD SPEC - SEE NOTE 5 1, NO OUTLETS WILL BE ALLOWED IN THE PIPING BETWEBN THE METER AND DIRECTION BACKFLOW PREVCNTI?R. BACKFLOW PREVENTER SHALL BE THE SAME SIZE AS OP FJ,OVV TI'IL' METER AND PIPING TO THE ASSEMBLY. APRESSURE REGULATOR MAYBE 25 INSTALLED BETWEEN THE METER AND BACKFLOW PREVENTER. CUSTOMER IS RESPONSIBLE FOR MAINTENANCE FROM THE METER. " 14 2. BRASS PIPE WITT [ THREADED FITTINGS HAVING THE SAME CONFIGURATION $ 2 MAYBE USED IN LIEU OF THE COPPER WATER TUBE. 9 3. PROVIDE GUARD POST'S AND /OR ENCLOSURE WHEN DIRECTED BY THE DISTRICT'S REPRESENTATIVE. 4. OM WD MAINTENANCE RESPONSIBILITY STOPS AT THE METER. 1 4" TIHRU 8" DOUBLE CHECK DETECTOR CHECK ASSE S. NO OTHER PIPING OR UTILITIES ARE ALLOWED WITHIN BACKFLOW PREVENTER INSTALLATION AREA, ITEM DESCRIPTION DUCTILE IRON PIPE AND DI TRF WITH CL 150 FLANGED O 'T SPEC/DWG 1 3/4" THRU 2" REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY STEEL PIPE, CML&C AND STEEL OUT'LE'T WITH CL 150 FLAN 15112 2 COPPHR ADAPTER, COPPER SOLDF.R JOINT xMAI,F,IPT CSI 15220 3 COPPER WATER TUBE TYPE I{ HARD 15220 4 COPPER 900 ELBOW WITH COPPERSOLDFR JOINTS 15220 5 COPPER UNION WITH COPPER SOLDER JOINTS RESILIENT SEATED GATE VALVE. WITH CL 125 FLG x MECH P!' 0 -250 15220 6 CAPPER ADAPTER, MALE SOLDER x MALE IPT VALVE BOX INSTALLATIONFORBUIUED VALVES 15220 7 REDUCED PRESSURE BACKFLOW PREVENTER WITH BALL VALVES POLYETHYLENEENC.ASEMENT 15112 8 18" WIDE x 4" TI ICK CONCRETE PAD LENGTH VARIES PER SIZE C.ONC.RETETHRUST BLOC'K 15112 9 CONCRETE ANCHOR BLOCK WITH I CUBIC FOOT' CL 150 OR 200 PVC: PRESSURE PIPE PLR WORKING PRESSURE 15112 OLIVENHAIN MUNICIPAL WATER DISTRICT 12 BOYLE REDUCED PRESSURE BACKFLOW PREVENTER STD DWG NO, ENGINEERING ASSY FOR SIZES 3/4 -INCH THRU 2 -INCH C'OItYO1tAT'ION 14 ME E 200R 0 CHECK VALVE N.T.S. / 2 -WAY FIRE DEPT. CONN. I (2 1/2" x 2 1/2" OUTLETS) 4" CAST IRON RUST BLOCK a: D. b' e. b D.b FIRE DEPARTMENT CONNECTION (FDC NOT TO SCALE INDICATOR POST �� t WITH TAMPER SWITCH I FINISH GRADE -INCH UNDERGROUND PIPE TO BUILDING Do TE VALVE W 88 POST INDICATOR VALVE (PIV) NOT TO SCALE CHANGE NO. DESCRIPTION APPROVED DATE NOTES: s TRENCH WIDTH 1. WHEN SIDFWALIZADJACENT TO CURB EXCEEDS 5' IN WIDTH, LOCATE ASSEMBLY AS 6" DIRECTED BY THE DISTRICTS REPRESENTATIVE. DETECTOR CHECK ASSEMBLY PAVEMENT SHALL BE INSTALLED PERPENDICULAR TO FACE OF CURB AS SHOWN. _ 2. FIELD PAINT ABOVE GROUND SURFACES OF PIPE AND FLANGES PER S'I'D SPEC 09900, AIR RELEASE ASSEMBLIESATTIIF. SYSTEM EM NO.20. COLOR TO BF OSHA BLUE. 1_. LCONC. 3. DETECTOR CHECKS SHALL BE TM HE SAME SIZE I AS THE OUTLET AND PIPING TO THE ASSEMBLY. I�� 4. PROVIDE. GUARD POSTS WHEN DIRECTED BYTHE WAFER CHECK VALVE DISTRICT'S REPRESEN'1XIIVE, < ' INSTALLATION PER CUSTOMER R OMWD STD SPEC PIPING 18" N LIMIT OF OMWD 7' `" MAINTENANCE RESPONSIBJJJTY SEE NOTE I TYP oMs 15 w U 3.0' a- Ion 33 -3/4° O 5 Q v... FQC' ... ^: I '4.7' WAFER CHECK,VALVE a° 33 O 450 3 2 13 10 R 20 a 35 OR 7 I �J Cy 11 12 12 DIRECTION VL OP FJ,OVV e 25 • 43 14 86 T "CBM DESCRIPTI 9 SPEC/DWG 1 1 4" TIHRU 8" DOUBLE CHECK DETECTOR CHECK ASSE 39 15I12 2 DUCTILE IRON PIPE AND DI TRF WITH CL 150 FLANGED O 'T 90° 15240 15061 3 STEEL PIPE, CML&C AND STEEL OUT'LE'T WITH CL 150 FLAN 20 4 CL I SO OR 200 PVC PRESSURE PIPE 12 INCHES AND SMALLER 2SSIA CSI 15292 5 DR 18 PVC DISTRIBUTION PIPE 14INCI IE,S AND LARGER 15293 5 Of TEE WITH CL 150 FLANGED OUTLET FOR PVC PIPE INSTALLATION 1.5292/15293 15101 7 RESILIENT SEATED GATE VALVE. WITH CL 125 FLG x MECH P!' 0 -250 PSI _ 8 VALVE BOX INSTALLATIONFORBUIUED VALVES 15101/E.1.2/E -1.3 9 POLYETHYLENEENC.ASEMENT 10 C.ONC.RETETHRUST BLOC'K 11 CL 150 OR 200 PVC: PRESSURE PIPE PLR WORKING PRESSURE 12 DUCTILE IRON VALVE SETT Bit WI'I'1-1 CL 125 FLANGE x MECH JOINT N15240 13 CLASS 53 DUCTILE IRON PIPE WITH CL 150 FLANGES 14 CONCRETE ANCHOR BLOCK W ITT 1 6 CUBIC FEET 15 DOUBLE CI IECK DETECTOR -IECK WITH BYPASS METER AND VALVES 16 36" WIDE x 4" THICK CONCRETE PE PAD LENGTH VARIES PER SIZE OLIVENHAIN MUNICIPAL WATER DISTRICT BOYLE DOUBLE CHECK DETECTOR CHECK STD DWG NO, ASSEMBLY FOR SIZES 4 -INCH THRU 84NCH C -3.1 CORPORATION CORPORATION JUNE 2008 FIRE EQUIPMENT DETAIL BENCHMARK SCALE DESCRIPTION: NO.R1800 11 -93 EC LOCATION: CENTERLINE MONUMENT ON EL CAMINO REAL, 0.2 HORIZONTAL: AS NOTED MILE N'LY FROM ENCINITAS BLVD. WELL MONUMENT IN LEFT HAND TURN POCKET GOING S'LY ALONG EL CAMINO REAL. VERTICAL: AS NOTED RECORD FROM: ELEVATION: 187,89'. DATUM: CCS83 M ALLD aKKONSARMININCBBS 12" 1 Z" I O ORO 4 5 6 7 L5 6 - L 0 N JIT O xi /I _f 1• - 4 rlV 1.5 w f-0 �, USE BRANCH SIZE OF TEE TO DETERMINE SIZE OF "I'IiRUS'1' BLOCK PLAN VIEW TRENCH WIDTH AC 6" 8" PAVEMENT 12" _ M rte■ AIR RELEASE ASSEMBLIESATTIIF. ,3 12' 1_. LCONC. 8 I CURB I�� 35 WAFER CHECK VALVE FDC < LANDSCAPE R h EXIST.! PLANTER RANS: N 35 `" W oMs PIV w I 3.0' a- Ion 33 -3/4° IV_. 5 DOC v... FQC' ... 15 '4.7' WAFER CHECK,VALVE 26 33 O FIRE EQUIPMENT DETAIL BENCHMARK SCALE DESCRIPTION: NO.R1800 11 -93 EC LOCATION: CENTERLINE MONUMENT ON EL CAMINO REAL, 0.2 HORIZONTAL: AS NOTED MILE N'LY FROM ENCINITAS BLVD. WELL MONUMENT IN LEFT HAND TURN POCKET GOING S'LY ALONG EL CAMINO REAL. VERTICAL: AS NOTED RECORD FROM: ELEVATION: 187,89'. DATUM: CCS83 M ALLD aKKONSARMININCBBS 12" 1 Z" I O ORO 4 5 6 7 L5 6 - L 0 N JIT O xi /I _f 1• - 4 rlV 1.5 w f-0 �, USE BRANCH SIZE OF TEE TO DETERMINE SIZE OF "I'IiRUS'1' BLOCK PLAN VIEW A=111 --Jjru TRENCH SECTION MINIMUM BEARING AREA OF BLOCK IN SQUARE FEET TRENCH WIDTH INSTALL BLOW -OFF OR MANUAL 6" 8" 10" 12" 14" 1 16" AIR RELEASE ASSEMBLIESATTIIF. TEE 4 8 aw I9 I�� 35 END OF CAPPED PIPES 1 56 CAP 4 R 7 6 4 5 6 7 26 35 1 45 1 56 OA 11 14 18 23 pi 33 -3/4° 2 5 R O. 15 21 26 33 O 450 3 6 10 14 20 26 35 44 Cy 56 -1/40 A• e'ti: 7 13 18 25 6L 43 ci jtj 67 -1/20 , 9 14 21 29 39 50 A=111 --Jjru TRENCH SECTION MINIMUM BEARING AREA OF BLOCK IN SQUARE FEET SIZE 4" 6" 8" 10" 12" 14" 1 16" 1 18" TEE 4 8 I3 I9 26 35 1 45 1 56 CAP 4 R 13 19 26 35 1 45 1 56 HEIGHT = BRG AREA 2 WIDTH - 2 x HEIGHT NOTE: BASED ON SOIL BEARINO CAPACI'T'Y OF 2000 LBS /SF. SPECIAL DESIGN REQUIRED IF BEARING CAPACITY IS LESS THAN 2000 LBSlSN OR FOR INSTALLATIONS WITH WORK ESSllRE ABOVE 200 PSI. PLACE CONCRETE, AGAINST UNDISTURBED GROUND IN TRENCH B ' M AN.D SIDE. 4 "-18" WATER MAINS - 151 -200 P 9� a: Ilk OR TEES OR CAPS .r I' V uQ C7 b< Z N W� W O ORO3 PIPE BHND PLAN VIEW / TRENCH SECTION MrNi,vUV0IffAR1NG AREA OF BLOCK IN SQUARE FEET A SIZE J&W 1 6" R" 10" 12" 14" 16" 18" I1- 2 2 3 4 6 8 10 11 -1/20 2 3 5 8 11 14 18 23 pi 33 -3/4° 2 5 R 11 15 21 26 33 O 450 3 6 10 14 20 26 35 44 56 -1/40 4 7 13 18 25 33 43 54 z 67 -1/20 4 9 14 21 29 39 50 63 d 90° 6 11 19l" " 20 37 49 CSI 80 HEIGHT = , / BRG AREA �/ 2 WIDTH = 2 x HEIGIIT NOTE: BASED ON SOIL BEARING CAPACITY OF 2000 LBS /SH'. SPECIAL DESIGN REQUIRED IF SOIL BEARING CAPACITY IS LESS THAN2000 LBS /SF OR FOR INSTALLATIONS WITH WORKING PRESSURE ABOVE 200 PSI. PLACE CONCRETE AGAINST UNDISTURBED GROUND IN TRENCH BOTTOM AND SIDE. 4" -18" WATER MAINS -151 -200 PSI C9 0 OLIVENHAIN MUNICIPAL WATER DISTRICT BOYLE THRUST BLOCK FOR PIPE BENDS STD DWG NO. ENGINEERING WORKING PRESSURE 151 -200 PST N CORPORATION JUNE 200 00R ALL ROADWAYS FOR COMMERCIAL AND /OR MULTI - FAMILY ua RESIDENTIAL PROJECTS (MORE THAN 5 HOMES) SHALL BE A MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION 0 AND MAINTAINEDF FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH LOCAL FIRE CODES. SECTION 503.4 AND 503.2,1 AMENDMENT. , Q PARKING FIRE ... O LANE MUNI. CODE SEC. 86.09.04 0 Ruzalzm W11111+- ULLWIaRl A11rhglot SWMAltotie RrYMO1 BY APPROVM DATE crrvorswmseo.vwox ®eanwma IItE.AND H&ZAIRD PREVENTION 94 SERVICES POLICY ADaendix B SION Itrlmmisd MW.ia1 Ake4eues* • ovro.wo. PAGE 6 OF 6 FIiPS -101 PLANS PREPARED UNDER SUPERVISION OF DATE: 5 -7 -12 R.C.E. NO.: 75205 CRAIG S. IAS EXP.: 12/31/13 STANDARD 95 Fire Lane Identification — Red Curbs 1. FIRE LANE ENTRANCE SIGN(S) SHALL ALSO BE PROVIDED. URBS SHALL BE PAINTED OSHA SAFETY RED. 3. ANE -NO PARKING" SHALL BE PAINTED ON TOP OF CURB IN 3" WHITE LETTERING AT A NG OF 30' ON CENTER OR PORTION THEREOF. THE CONTRACTOR SHALL ASCERTAIN T E VERTICAL AND HORIZONTAL LOCATION AND SIZE UTILITIES, PIPES, AND /OR STRUCTURES AND SHALL RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRI1 - _ UTILITIES, SHOWN OR NOT SHOWN HEREON. IMPORTANT NonCE Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a "Permit to Excavate will be valid. For your Dig Alert I.D. Number call Underground Service Alert TOLL FREE 1- 800 - 422 -4133 Two working days before you dig. OLIVENHAIN MUNICIPAL WATER DISTRICT I11 f X21lz , SIG DATE L DIA WASTEWATER DISTRICT PUBLIC ER SYSTEM APPROVAL APPROVED BY: D DISTRICT ENGINEER NAME RCE DATE FIRM EXP. Plon Prepared by: No. 75205 a 4c E#. 12 -31 -2013 ,� Civil fnginears and LandSurveyors J} CIV 265 S Anilo .,suite 11 f, Orange, CA. 91868 (714)935 -0165 fox: (714)935 -0108 qTP OF CAL \FOIE ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. REVIEWED BY: UTILITY DETAIL SHEET 2 FOR: 194 N. EL CAMINO REAL MASIH MAHER, C42519 r-oW -GREG SHIELDS CHICK -FIL -A RESTAURANT 11073 -G DEPUTY CITY ENGINEER APN 2559- 121 -34f 355 S /14/4Z- DATE DATE PLANNING CASE NO: 10 -127 MUP / DR/ CDP SHEET 16 OF 16 1 V LW Y JT� L.1... 1 00 00 N 0) a C3 U p zwo N Z H u7 v0rn o�� (A a�v pw Zt X Q� i �i X Ct� u7 fro 1 U ZQ M au) ^ w 0 to � 0 (0 � N a c a a r>fl -o �. 0 a 0 0 0 w i a. i 0 ® ®� ®IIIIES��Qdla ��s�lllllllll��■�■�� 011 ©!I•>o0fl0o ©�!'!• ©II ©, ® ®III ®�� ® ® ® ©I��I• Ruzalzm W11111+- ULLWIaRl A11rhglot SWMAltotie RrYMO1 BY APPROVM DATE crrvorswmseo.vwox ®eanwma IItE.AND H&ZAIRD PREVENTION 94 SERVICES POLICY ADaendix B SION Itrlmmisd MW.ia1 Ake4eues* • ovro.wo. PAGE 6 OF 6 FIiPS -101 PLANS PREPARED UNDER SUPERVISION OF DATE: 5 -7 -12 R.C.E. NO.: 75205 CRAIG S. IAS EXP.: 12/31/13 STANDARD 95 Fire Lane Identification — Red Curbs 1. FIRE LANE ENTRANCE SIGN(S) SHALL ALSO BE PROVIDED. URBS SHALL BE PAINTED OSHA SAFETY RED. 3. ANE -NO PARKING" SHALL BE PAINTED ON TOP OF CURB IN 3" WHITE LETTERING AT A NG OF 30' ON CENTER OR PORTION THEREOF. THE CONTRACTOR SHALL ASCERTAIN T E VERTICAL AND HORIZONTAL LOCATION AND SIZE UTILITIES, PIPES, AND /OR STRUCTURES AND SHALL RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRI1 - _ UTILITIES, SHOWN OR NOT SHOWN HEREON. IMPORTANT NonCE Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a "Permit to Excavate will be valid. For your Dig Alert I.D. Number call Underground Service Alert TOLL FREE 1- 800 - 422 -4133 Two working days before you dig. OLIVENHAIN MUNICIPAL WATER DISTRICT I11 f X21lz , SIG DATE L DIA WASTEWATER DISTRICT PUBLIC ER SYSTEM APPROVAL APPROVED BY: D DISTRICT ENGINEER NAME RCE DATE FIRM EXP. Plon Prepared by: No. 75205 a 4c E#. 12 -31 -2013 ,� Civil fnginears and LandSurveyors J} CIV 265 S Anilo .,suite 11 f, Orange, CA. 91868 (714)935 -0165 fox: (714)935 -0108 qTP OF CAL \FOIE ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. REVIEWED BY: UTILITY DETAIL SHEET 2 FOR: 194 N. EL CAMINO REAL MASIH MAHER, C42519 r-oW -GREG SHIELDS CHICK -FIL -A RESTAURANT 11073 -G DEPUTY CITY ENGINEER APN 2559- 121 -34f 355 S /14/4Z- DATE DATE PLANNING CASE NO: 10 -127 MUP / DR/ CDP SHEET 16 OF 16 1 V LW Y JT� L.1... 1 00 00 N 0) a C3 U p zwo N Z H u7 v0rn o�� (A a�v pw Zt X Q� i �i X Ct� u7 fro 1 U ZQ M au) ^ w 0 to � 0 (0 � N a c a a r>fl -o �. 0 a 0 0 0 w i a. i 0 TO DISTRICT'S METER DIMENSIONS (approximate) A B in. mm in, mm SEE NOTE 1 4 12" MIN 7 911 WILKINS Model VVBR In Building Risers are designed 18" MAX 6 y 6 TYP P.I for use to connect a water supply One from outside the 4 building to the water system inside the building. 4 APPROVALS S UL St Listed >> WqF p U aW o3d w 3 FlvftApproved F"iN t7 �oZ w MATERIALS SIZES; ❑ 4" t3 6" ❑ 8" Main Body 304 Stainless Steel Ljw� � 3 I i�oc R 3 O Maximum working water temperature 140 °F Test Plug Iron End Connections Grooved Coupling Ductile Iron :ate. :s•> °' °' O� (Flanyed) AVVWA C207 p• 33 -3l4° SYSSTEul WfiIER •: • > f� ' DIRECTION OF h_ LOWS O O4 U \ wS.gNS MODEL 35BADABOVIC " O 9 4 3 2 3 a ♦a , «I Brackets on ildet side provide attadtment 20 CUSTOMER RESPONSIBLE ° ' ;'.47 ! FOR MAINTENANCE points for pipe installation equipment. 18" CONC CURB t ; INSTALLATION PER 13 NOTES: OMWD STD SPEC - SEE NOTE 5 1, NO OUTLETS WILL BE ALLOWED IN 'PH E PI PING BETWEEN THE ME•ITR AND 33 BACKFLOVV PREVENTER. BACKFLOW PREVENTER SHALL BE THE SAME SIZE AS 54 TILE METER AND PIPING TO THE ASSEMBLY. A PRESSURE REGULATOR MAY BE 67 -I /20 INSTALLED BETWEEN THE METERAND BACKFLOW PREVENTER. CUSTOMER IS RESPONSIBLE'• MAlN'TENANCE FROM THE METER. FOR 2. BRASS Pi.. WITH THREADED FITTINGS HAVING THE SAME CONFIGURATION PMIMT GN MAY BE USED IN LIEU OF THE COPPF,R WATER TUBE. $ 2 3. PROVIDE' GUARD POSTS AND/OR ENCLOSURE WHEN DIRECTED BY THE DISTRICT'S REPRESENTATIVE. 4. OMWD MAINTENANCE RESPONSIBILITY STOPS AT THE METER. 900 5. NO OTHER PIPING ORUTILLTIES ARE ALLOWED W[ THINBACKFLOWPREVENTER INSTALLATION AREA, ITEM bECRIP1'ION SPEC/DWG 1 3/4" R U T2 - RLIPD ' % PRESSURE BACKFLOW PREVENTER ASSEMBLY 15112 2 COPPER AllAPTER PPER SOLDRR10fNT x MALF; IPT 15220 3 D COPPER WATER TUBE TXPE K HAR 15220 4 COPPER 90° ELBOW WITH COPPER SOLDER JOINTS D C� 5 COPPER UNION WITH C:OPPF.R SOLDER JOINTS 15220 15220 6 COPPER ADAPTER, MALE SOLDERx MALE IFT 15220 7 REDUCED PRESSUREBACKFLOW 13RENTENTER WITH BALL VALVES 15112 8 1R" 1VIDE x 4" THICK CONCRETE PAD LENGTH VARIES PER SIZE 15I12 9 CONCRETE ANCHOR BLOCK W1TU I CUBIC: FOOT WSR 'I 15112 OLIVENHAIN MUNICIPAL WATER DISTRICT BOYLE REDUCED PRESSURE BACKFLOW PREVENTER STD DWG NO. CORPORATION ASSY FOR SIZES 3/4 -INCH THRU 2 -INCH RISER DETAIL C -2.1 j WRXINS MODEL JUNE 2008 93 CHANGE NO. TYPICAL INSTALLATION WILKNS MODEL 350DA L R T CONNECTION DIMENSIONS & WEIGHTS (do not include Oka.) WATER MET TO STREET SIZE DIMENSIONS (approximate) A B in. mm in, mm APPLICATION 4 72 WILKINS Model VVBR In Building Risers are designed 72 for use to connect a water supply One from outside the 77 building to the water system inside the building. 8D APPROVALS 6 UL St Listed 1829 ULC 0 Listed - FlvftApproved FEATURES MATERIALS SIZES; ❑ 4" t3 6" ❑ 8" Main Body 304 Stainless Steel Maximum working water pressure 200 PSI Gasket SBR - UL Listed Maximum working water temperature 140 °F Test Plug Iron End Connections Grooved Coupling Ductile Iron OUTLET (Grooved for steel pipe) AVVVM 0806 Coupling Gasket EPDM (Flanyed) AVVWA C207 p• 33 -3l4° SYSSTEul WfiIER Class TYPICAL NSTALLA710N ll 15 WD INLET Push-On AtANVA C900 wS.gNS MODEL 35BADABOVIC 33 0 (PVC or Ductile Iron pipe) 3 6 «I Brackets on ildet side provide attadtment 20 26 ! 44 points for pipe installation equipment. oAsa�deras�■isisas4a CONC CURB t ; 7 13 OPTIONS 25 33 43 54 9.St' 67 -I /20 EXIST.I LANDSCAPE LI - wOhgroovedou8etconnectionooupling 1 21 PMIMT GN iTRANSi PLANTER 50 63 and test plug with V NPT TAP (standard) 900 i 5, !4, . 5' 11 1R 26 37 [IF - with flanged outlet connection 64 RO ¢a CD D C� coNNECT off TO STREET a WATER WIN • e: WSR 'I SEE FIRE i i f - - RES7RAa" RISER DETAIL j WRXINS MODEL ON SHEET PS -2 II A WEIR I M 9Ux.DINGWATER 93 CHANGE NO. TYPICAL INSTALLATION WILKNS MODEL 350DA L R T CONNECTION DIMENSIONS & WEIGHTS (do not include Oka.) WATER MET TO STREET SIZE DIMENSIONS (approximate) A B in. mm in, mm WEIGHT GROOVED FLANGED HIS. kg Ibis. kg 4 72 1829 72 1829 77 35 8D 37 6 72 1829 72 1829 123 56 123 56 8 7 829 72 1829 139 63 136 82 Bull DING MUNDATIaN WDR • • RESMINT YY8-KINS MODEL INeR-F TYPICAL INSTALLATION Local codes shall govern installation requirements, To be installed in accordance with the manufacturers' instructions and prevailing government and industry standards and codes. MLKINS a rum company, 1747 Commerce way, Paso Robles. CA 93g4fi Phane:805MIJ -7100 Fax:808i2303T88 In Canada: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V IL2 Phone:90514064272 Fax:8051406 -1282 Product Support Help Lim: 1- 877- RACRFLOW 1 6T7 2223 IN V I rz: L WHEN SIDEWALK ADJACENT TO CURB EXCEEDS 5' IN WIDTH, LOCATE ASSEMBLY AS DIRECTED BY THE DISTRICT'S REPRESENTATIVE. DETECTOR Cl IECK ASSEMBLY SHALL BE INSTALLED PERPENDICULAR TO FACT, OF CURB AS SHOWN, 2. FIELD PAINT ABOVE GROUND SURFACES OF PIPE AND MANGES PER S'I'D SPEC 09900, SYSTEM NO. 20, COLOR TO BF OSHA BLUE. 3. DETECTOR CHECKS SHALL BE'PHE SAME SIZE AS THE OUTLET AND PIPING TO THE ASSEMBLY. 4. PROVIDE GUARD POSTS WHEN DIRECTED BY THE DISTRICT'S REPRESENT'A'11VE, INSTALLATION PER CUSTOMER OMWD STD SPEC PIPING LIMIT OF OMWD 7' 191, MAINTENANCE RESPONSIBBJTY SEE NOTE 1 TYP M IS O Q N 2 ..r. 14 1'.. 9 R 13 4 1 14 OR 6 ( 7 13 I i nl $ t J : °. 9 11 12 12 DIRECTION OF FLOW �e 14 86 I t'EM DESCRIPTION 4" THRU R" DOUBLII CHIICK DETECTOR CHECK ASSEMILY 2 DUIU11LE IRON PIPE AND DI E%NI l WITH CJ, 150 FLANGED OCJTLBT 3 STF.,FL PIPE, CML&C AND STEEL OL17'LE'I' WITH CL 150 FLANGE 4 CL 150 OR 200 PVC PRESSURE PIPE 12 INCHES AND SMALLER 5 DR 18 PVC DIN1RTBUIION PIPE 141NCIIIS AND LARGER 6 01 TEE WITII CL 150 FLANGED OUTLET FOR PVC PIPE INSTALLAgMSPEC/D 7 RESILIENT SEATED GATE VALV.H WJTH CL 125 FLG x MECH Tl' 0 -250 PSI 15101 8 VALVG BOX INSTALLATION FOR BURIED VALVBS 1510UE- 121E -1.3 4 POLYETHYLENEENCASEMBNT 09954 10 CONCRETETHRUSTBLOCK D- 099543.4 11 CL 150 OR 200 PVC PRESSURE PIPE PER iVORKiNG PRESSURE 15292 12 DUCTILE IRON VALVE SE'1 -TER, WITH CL 125 FLANGE x MBCH JOiN'1' 15112 13 CLASS 53 DUCTILE IRON PIPE WITH CL 150 FLANGES 15240 14 CONCRETE ANCHOR BLOCK W11 It 6 CUBIC FEET 75112 15 DOIfBLHC9IF, CKDETECTORCHECKWITHBYPASSMETREANDVALVES kS117 l6 36" WIDfi x 4" THTCK CONCRETE PAD I,I!NGTH VARIES PER SIZE 15112 OLIVENHHAIN MUNICIPAL WATER DISTRICT BOYLE DOUBLE CHECK DETECTOR CHECK STD DWG NO, ENGINEERING CORPORATION ASSEMBLY FOR SIZES 4 -INCH THRU 8 -INCH C -3.1 JUNE 2008 SEE FEBCO DCDC DETAIL ; ON SHEET PS -2 ri2 " l N Iv O a - • d I 12" ORU3 5 6 771IIIVy11II ll�jsL1� 6' z 1 - 1.5 � Hp U E BRANCH MI P O TEE L'o TO DETERMINE SIZE OF THRUST BLOCK PLAN VIEW TRENCH WIDTH INST'AL:LBLOW -OFF OR MANUAL AIR R HJXASF ASSEMBLIES AT THE END OF CAPPED PIPES f 7 6 q 5 6 7 w0 iI �a as ...:.....y :."'a ' s TRENCH SECTION MINIMUM BEARING AREA OF BLOCK 1N SQUARP, FEET SI %E 4" �Rj V 10" 12" 14" 16" 18" TEE 4 13 19 26 35 45 56 CAP 4 1 R 1 13 19 26 35 45 56 11BIGilT= BRGAREA 2 WIDTH = 2 x HEIGHT NOTE: BASED ON SOIL BEARING CAPACITY OF 2000 LBSISF. SPECIAL DESIGN REQUIRED IF SOIL 13L•'ARING CAPACITY IS LESS THAN 2000 LBSISF ORFOR INSTALLATIONS Will) WORKING PRESSURE ABOVE 200 PSL PLACE CONCRETE AGAINST UNDISTURBED GROUND IN TRENCH BOTTOM AND SIDE. 4 " -18" WATER MAINS - 151 -200 PSI 90 OLIVENHAIN MUNICIPAL WATER DISTRICT BOYLE THRUST BLOCK FOR TEES OR CAPS STD DWCTNO. CORPORATION WORKING PRESSURE 151 -200 PSI D -3.4 JUNE 2008 FIRE EQUIPMENT D DETAIL A t I I N4 F vx 8" 10" Appendix B r I r.. i8" W ®�laam�■ml� 2 I 3 4 rb AC 10 ®tea � 22 -1/2° PAVEMENT i 5 R 11 ®� IR 23 p• 33 -3l4° 2 5 8 ll 15 21 26 33 0 45° 3 6 «I 14 20 26 ! 44 oAsa�deras�■isisas4a CONC CURB t ; 7 13 18 25 33 43 54 9.St' 67 -I /20 EXIST.I LANDSCAPE 9 14 21 I iTRANSi PLANTER 50 63 H 900 i 5, !4, . 5' 11 1R 26 37 5' 64 RO ¢a CD D C� a � , 7 'I i i f ri2 " l N Iv O a - • d I 12" ORU3 5 6 771IIIVy11II ll�jsL1� 6' z 1 - 1.5 � Hp U E BRANCH MI P O TEE L'o TO DETERMINE SIZE OF THRUST BLOCK PLAN VIEW TRENCH WIDTH INST'AL:LBLOW -OFF OR MANUAL AIR R HJXASF ASSEMBLIES AT THE END OF CAPPED PIPES f 7 6 q 5 6 7 w0 iI �a as ...:.....y :."'a ' s TRENCH SECTION MINIMUM BEARING AREA OF BLOCK 1N SQUARP, FEET SI %E 4" �Rj V 10" 12" 14" 16" 18" TEE 4 13 19 26 35 45 56 CAP 4 1 R 1 13 19 26 35 45 56 11BIGilT= BRGAREA 2 WIDTH = 2 x HEIGHT NOTE: BASED ON SOIL BEARING CAPACITY OF 2000 LBSISF. SPECIAL DESIGN REQUIRED IF SOIL 13L•'ARING CAPACITY IS LESS THAN 2000 LBSISF ORFOR INSTALLATIONS Will) WORKING PRESSURE ABOVE 200 PSL PLACE CONCRETE AGAINST UNDISTURBED GROUND IN TRENCH BOTTOM AND SIDE. 4 " -18" WATER MAINS - 151 -200 PSI 90 OLIVENHAIN MUNICIPAL WATER DISTRICT BOYLE THRUST BLOCK FOR TEES OR CAPS STD DWCTNO. CORPORATION WORKING PRESSURE 151 -200 PSI D -3.4 JUNE 2008 FIRE EQUIPMENT D DETAIL A t I I N4 F vx 8" 10" Appendix B r I r.. i8" W ®�laam�■ml� 2 I 3 Iv O a - • d I 12" ORU3 5 6 771IIIVy11II ll�jsL1� 6' z 1 - 1.5 � Hp U E BRANCH MI P O TEE L'o TO DETERMINE SIZE OF THRUST BLOCK PLAN VIEW TRENCH WIDTH INST'AL:LBLOW -OFF OR MANUAL AIR R HJXASF ASSEMBLIES AT THE END OF CAPPED PIPES f 7 6 q 5 6 7 w0 iI �a as ...:.....y :."'a ' s TRENCH SECTION MINIMUM BEARING AREA OF BLOCK 1N SQUARP, FEET SI %E 4" �Rj V 10" 12" 14" 16" 18" TEE 4 13 19 26 35 45 56 CAP 4 1 R 1 13 19 26 35 45 56 11BIGilT= BRGAREA 2 WIDTH = 2 x HEIGHT NOTE: BASED ON SOIL BEARING CAPACITY OF 2000 LBSISF. SPECIAL DESIGN REQUIRED IF SOIL 13L•'ARING CAPACITY IS LESS THAN 2000 LBSISF ORFOR INSTALLATIONS Will) WORKING PRESSURE ABOVE 200 PSL PLACE CONCRETE AGAINST UNDISTURBED GROUND IN TRENCH BOTTOM AND SIDE. 4 " -18" WATER MAINS - 151 -200 PSI 90 OLIVENHAIN MUNICIPAL WATER DISTRICT BOYLE THRUST BLOCK FOR TEES OR CAPS STD DWCTNO. CORPORATION WORKING PRESSURE 151 -200 PSI D -3.4 JUNE 2008 FIRE EQUIPMENT D DETAIL A t I I N4 F vx 8" 10" Appendix B r I r.. i8" W ®�laam�■ml� 2 I 3 4 rb AC 10 ®tea � 22 -1/2° PAVEMENT i 11BIGilT= BRGAREA 2 WIDTH = 2 x HEIGHT NOTE: BASED ON SOIL BEARING CAPACITY OF 2000 LBSISF. SPECIAL DESIGN REQUIRED IF SOIL 13L•'ARING CAPACITY IS LESS THAN 2000 LBSISF ORFOR INSTALLATIONS Will) WORKING PRESSURE ABOVE 200 PSL PLACE CONCRETE AGAINST UNDISTURBED GROUND IN TRENCH BOTTOM AND SIDE. 4 " -18" WATER MAINS - 151 -200 PSI 90 OLIVENHAIN MUNICIPAL WATER DISTRICT BOYLE THRUST BLOCK FOR TEES OR CAPS STD DWCTNO. CORPORATION WORKING PRESSURE 151 -200 PSI D -3.4 JUNE 2008 44 1l° PO ALLDBURSI IONS ARE IN warns FIRE L AN E MUNI, CODE SEC. 86.09.04 0 S L FIRE EQUIPMENT D DETAIL A t I I N4 F vx 8" 10" Appendix B r I r.. i8" W ®�laam�■ml� 2 I 3 4 rb AC 10 ®tea � 22 -1/2° PAVEMENT i 5 R 11 ®� IR 23 p• 33 -3l4° 2 5 8 ll 15 21 26 33 0 45° 3 6 «I 14 20 26 ! 44 oAsa�deras�■isisas4a CONC CURB t ; 7 13 18 25 33 43 54 9.St' 67 -I /20 EXIST.I LANDSCAPE 9 14 21 I iTRANSi PLANTER 50 63 H 900 i 5, !4, . 5' 11 1R 26 37 5' 64 RO ¢a CD D C� a � , 7 'I i i f 44 1l° PO ALLDBURSI IONS ARE IN warns FIRE L AN E MUNI, CODE SEC. 86.09.04 0 S L Cr iv wr Rw M aaa. Rone,me el AND HAZARD PREVENTION 9 A SUMCES POLICY f - - SSS) • Wohelto: htlpa /www,zurn. cum t FIRE EQUIPMENT D DETAIL A t I I N4 F 6" 8" 10" Appendix B 14" i6" i8" W ®�laam�■ml� 2 2 3 4 6 8 10 ®tea � 22 -1/2° 2 3 5 R 11 ®� IR 23 p• 33 -3l4° 2 5 8 ll 15 21 26 33 0 45° 3 6 10 14 20 26 35 44 oAsa�deras�■isisas4a 4 7 13 18 25 33 43 54 ON 67 -I /20 4 9 14 21 29 39 50 63 900 6 11 1R 26 37 49 64 RO Cr iv wr Rw M aaa. Rone,me el AND HAZARD PREVENTION 9 A SUMCES POLICY f - - SSS) • Wohelto: htlpa /www,zurn. cum t FIRE EQUIPMENT D DETAIL A t I I N4 F 6" 8" 10" Appendix B 14" i6" i8" W 11 -114° 2 2 3 4 6 8 10 11 � 22 -1/2° 2 3 5 R 11 f4 IR 23 p• 33 -3l4° 2 5 8 ll 15 21 31UN Ramwbwmmlku Aw"we6in PAGE 6 OF 6 I 1RI�rs -dui �Nd ` C7 k N x wQI OR@3 ♦..EBEND PLAN VIEW TRENCH SECTION MINIMUM BEARING AREA OF BLOCK IN SQUARE FEET OLIVENHAIN MUNICIPAL WATER DISTRICT SIZE 4" 6" 8" 10" 12" 14" i6" i8" W 11 -114° 2 2 3 4 6 8 10 11 � 22 -1/2° 2 3 5 R 11 f4 IR 23 p• 33 -3l4° 2 5 8 ll 15 21 26 33 0 45° 3 6 10 14 20 26 35 44 56 -1/1 4 7 13 18 25 33 43 54 ON 67 -I /20 4 9 14 21 29 39 50 63 900 6 11 1R 26 37 49 64 RO JIEIGHT= BRGAREA 2 WIDT'll I = 2 x HEIGHT NOTE; BASED ON SOIL BEARING CAPACITY OF 2000 LBS/SF. SPECIAL DESIGN REQUIRED IF SOIL BEARING CAPACITY 19 LESS THAN 2000 LBSISF OR FOR INSTALLATIONS WITH WORKING PRESSURE ABOVE 200 PSI, PLACE CONCRETE AGAINST LMISTORBED GROUND IN TRENCH BOTTOM AND SIDE. 4 " -18" WATER MAINS - 151 -200 PSI 9� TPhA I .... ENGINEERING DEPARTMENT APPROV :VIEWED BY: W. AA MASIH MAHER, C42519 DATE OLIVENHAIN MUNICIPAL WATER DISTRICT BOYLE THRUST BLOCK FOR PIPE BENDS sTD DWG ENGINENG CORPORATION WORKING PRESSURE 151 -200 PSI D -3.6 JUNE 2008 S Fire Lane Identification — Red Curbs ALL ROADWAYS FOR COMMERCIAL AND /OR MULTI- FAMILY RESIDENTIAL PROJECTS (MORE THAN 5 HOMES) SHALL BE ° A MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION AND MAINTAINEDF FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH LOCAL FIRE CODES. CFC SECTION 503.4 AND 503.2.1 AMENDMENT. STANDARD CURB 1. FIRE LANE ENTRANCE SIGN(S) SHALL ALSO BE PROVIDED. 2. CURBS SHALL BE PAINTED OSHA SAFETY RED. 3. "FIRE LANE -NO PARKING" SHALL BE PAINTED ON TOP OF CURB IN 3" WHITE LETTERING AT A SPACING OF 30' ON CENTER OR PORTION THEREOF, NOTICE TO CONTRACTOR THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL UTILITIES, PIPES, AND /OR STRUCTURES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. IMPORTANT NOTICE Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a "Permit to Excavate" will be valid. For your Dig Alert I.D. Number call Underground Service Alert TOLL FREE 1 -800- 422 -4133 Two working days before you dig. ,Z?, FESS /C4� 44 S D 7 a 00 ao N 0) Q U U Z LU W Z Q O U 0 N�. ate. aw z 1= X of D 0 (3 Z Q 2 a- V) W V) l O - N z a � I w c� cn tit 0 �z m r a r: y VQY' 9N c Plan Pmparod by: o Z a� No. 75205 ° 4r Exp. 12 -31 -2013 ,� CiyilEngineersand LondSurveyors •1'ly�' CIViI 0��' 265 S Anita Dr., Suite 111, Crone CA. 92666 (714)935 -0265 fox: (714)935 -0106 0 OF CALIF 9. � CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. w ITY DETAIL SHEET 2 FOR: o 194 N. EL CAMINO REAL rIntil EG SHIELDS - CHICK -FIL -A RESTAURANT 11073 -G DEPUTY CITY ENGINEER APN 259 - 121 -34/35 °� I (3/ 12 ' DATE PLANNING CASE NO: 10 -127 MUP / DR / CDP SHEET 16A OF 16 1 0 1i47A:1791 OLIVENHAIN MUNICIPAL WATER DISTRICT SIGN DATE LEU.CAWA WASTEWATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL APPROVED BY: LWD DISTRICT ENGINEER NAME RCE DATE EIRM EXP. DATE 00 ao N 0) Q U U Z LU W Z Q O U 0 N�. ate. aw z 1= X of D 0 (3 Z Q 2 a- V) W V) l O - N z a � I w c� cn tit 0 �z m r a r: y VQY' 9N c Plan Pmparod by: o Z a� No. 75205 ° 4r Exp. 12 -31 -2013 ,� CiyilEngineersand LondSurveyors •1'ly�' CIViI 0��' 265 S Anita Dr., Suite 111, Crone CA. 92666 (714)935 -0265 fox: (714)935 -0106 0 OF CALIF 9. � CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. w ITY DETAIL SHEET 2 FOR: o 194 N. EL CAMINO REAL rIntil EG SHIELDS - CHICK -FIL -A RESTAURANT 11073 -G DEPUTY CITY ENGINEER APN 259 - 121 -34/35 °� I (3/ 12 ' DATE PLANNING CASE NO: 10 -127 MUP / DR / CDP SHEET 16A OF 16 1 0 1i47A:1791