Loading...
2013-11600 G (Plans)LEGEND CITY GENERAL NOTES ENGINEER'S ESTIMATED EARTHWORK QUANTITIES UTILITY CONTACTS TC TOP OF CONCRETE CURB 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 1NmNm0UT BURGER RESTAURANT ELECTRICAL SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION 1. RAW CUT (INCLUDES 450 C.Y. FOOTING EXCAVATION STORM 2,550 CU. YDS. SAN DIEGO GAS AND ELECTRIC` � (800) 660 -7343 FS FINISHED CONCRETE SURFACE STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAIN AND UTILITY SPOILS) 8316 CENTURY PARK COURT (858) 654 -8666 FAX DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY AC ASPHALTIC CEMENT PAVEMENT ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. OVEREXCAVATE THE UPPER 3 FEET UNDER THE NEW FOOTINGS 1,750 CU. YDS. SAN DIEGO, CA. 92123 egimmaps0semprautilities.com PRECISE GRADING, DRAINAGE, UTILITY AND A FOR THE BUILDING (UP THE PAD ELEVATION), THE TRASH FL FLOW LINE 2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION" PREPARED BY ENCLOSURE, SITE WALL AND PATIO TRELLIS COLUMN AREAS TO NATURAL GAS CONSTRUCTION TESTING AND ENGINEERING, INC. DATED JANUARY 13, 2012, PROJECT PROCESS AS ENGINEERED FILL SAN DIEGO GAS AND ELECTRIC JEFFREY MARTIN, LSIT FG FINISHED GRADE OF DIRT #10-10912G HALL BE DONE N ACCORDANCEEWITH THE RECOMM NDATIONSIAND SPECFCATIONSNG 3. OVEREXCAVATE THE UPPER 3 FEET UNDER THE PROPOSED 5,300 CU. YDS. 6875 CONSOLDATEDVWAY, SD1313 800) 660 -7343 FF FINISHED FLOOR OF BUILDING CONTAINED IN SAID REPORT. STORM DRAIN PLAN PAVEMENT AND EXTERIOR HARDSCAPE SAN DIEGO, CA. 92121 -2602 (858) 547 -2021 FAX BS BACK OF SIDEWALK 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT 4. TOTAL CUT 9,600 CU. YDS. CABLE TELEVISION EG EDGE OF GUTTER COX COMMUNICATIONS REY CASTRO PLANS. 130 CALLE MAGDALENA 5. RAW FILL 190 CU. YDS. 29947 AVENIDA DE LAS BANDERAS CONSTRUCTION COORDINATOR INV. INVERT 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. RANCHO SANTA MARGARITA, CA. 92688 (949) 546 -2466 GB GRADE BREAK A ^/ 6. SHRINKAGE OF RAW FILL USING AN ASSUMED 5% 10 CU. YDS. (949) 546 -3466 FAX 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ENCINITAS, CA ✓�OL� SHRINKAGE LOSS HP HIGH POINT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED TELEPHONE SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 7. PROCESS AND RECOMPACT EXISTING ONSITE SOILS AS 1,850 CU. YDS. AT &T CALIFORNIA TB TOP OF BERM ENGINEERED FILL ( *) FOR THE AREAS DETAILED IN ITEM NO. 2 4220 ARIZONA STREET ROOM 200 EP EDGE OF A.C. PAVEMENT 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS ABOVE USING AN ASSUMED 5% SHRINKAGE LOSS SAN DIEGO, CA. 92104 DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. IN -N -OUT BURGER GENERAL NOTES FOR R PROPERTY LINE FLOOD ZONE INFORMATION 8 ITEM NO. 3 ABOVENUS USING ONSITE N ASSUMED DR 5% SHRINKAGE LOSS OSS 5,550 CU. YDS. SUBSTRUCTURE CALIFORNIA RESEARCH (858) 886DE935 CENTER LINE 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, THE PROCESS FOR CONCRETE PLACEMENT THE SUBJECT PROPERTY IS LOCATED IN ZONE "X "; AREAS DETERMINED TO BE OUTSIDE 7337 TRADE STREET, ROOM 5685 ps2695*att.com INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 8. TOTAL COMPACTED FILL 7,600 CU. YDS. SAN DIEGO, CA. 92121 TW TOP OF WALL AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 1. PRIOR TO PLACEMENT OF STEEL REINFORCEMENT, ANY ADDITIONAL MATERIALS ADDED FOR FINE GRADING MUST BE PLACED WITH THE PROPER MOISTURE CONTENT AND PER THE FEMA FLOOD INSURANCE RATE MAP NUMBER 06073C1045G DATED MAY 16, O TRW TOP OF RETAINING WALL B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF 1 2 MILE OF A STRUCTURE FOR ROLLED /COMPACTED TO THE SATISFACTION OF THE TESTING LAB. 10. ESTIMATED AMOUNT OF SOIL TO EXPORT FROM THE SITE 2,000 CU. YDS. POTABLE WATER ( /) 2012 AS PANEL 1045 OF 2375 FOR SAN DIEGO COUNTY, CALIFORNIA AND HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND . SAN DIEGUITO WATER DISTRICT CHRISTINA OLSON INCORPORATED AREAS TF TOP OF FOOTING 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 2. REDWOOD IS NOT ALLOWED IN THE CONCRETE. FIBER BOARD /FELT WITH A ZIP STRIP ( *) ENGINEERED FILL SHALL BE CLEAN ONSITE SOILS OR APPROVED IMPORTED MATERIALS 160 CALLE MAGDALENA ENGINEERING SPECIALIST TOG TOP OF DRAIN BOX GRATE CAP SHALL BE USED AT ALL EXPANSION JOINTS. (THIS MEANS THAT THE CONCRETE FLOOD ZONE DESIGNATION PROVIDED BY FEDERAL EMERGENCY MANAGEMENT AGENCY. HAVING INORGANIC SOILS FREE OF VEGETATION, DEBRIS AND FRAGMENTS LARGER ENCINITAS, CA. 92024 (760) 633 -2792 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS MUST BE POURED IN SECTIONS BETWEEN EXPANSION JOINTS AND SET WITH FORMS, THAN 3 INCHES IN SIZE PRE - APPROVED BY THE SUPERVISING GEOTECHNICAL (92 PSI STATIC PRESSURE) colson@sdwd.org EDGE OF A.C. PAVEMENT BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL THEN THE SECTIONS BETWEEN THE POURED AREAS SHALL BE POURED (CHECKER ENGINEER. THE ENGINEERED FILL SHALL BE COMPACTED TO AT LEAST 90% OF ITS ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE MAXIMUM DENSITY AT LEAST 2% ABOVE OPTIMUM MOISTURE CONTENT. THE RECYCLED WATER BOARD PATTERN . )) CONCENTRATED FLOW LINE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS ENGINEERED FILL SHALL EXTEND HORIZONTALLY A MINIMUM DISTANCE OF 5 FEET SAN ELIJO JOINT POWERS AUTHORITY MIKE PIPER SHEET FLOW DRAINAGE IN ADVANCE BY CALLING (760) 633 -2770. 3. ALL BROOMING (LIGHT FINISH) SHALL BE CONSISTENT IN APPEARANCE. ALL EFFORTS CITY RIGHT -OF -WAY NOTE BEYOND THE OUTSIDE EDGE OF PERIMETER FOOTINGS, UNLESS RESTRICTED BY 2695 MANCHESTER AVENUE WATER RECLAMATION SPECIALIST / OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT PROPERTY LINES OR EXISTING STRUCTURES. CARDIFF, CA. 92007 (760) 753 -6203 EXT. 32 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SHOULD BE MADE TO NOT HAVE OBVIOUS START STOP POINTS. piperm@sejpa.org T /HDWL. TOP OF HEADWALL SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT -OF -WAY. FAILURE TO DO SO NOTE: THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN (02.20) EXISTING ELEVATION FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL 4. ALL SAW CUTS CONTRACTION /CONTROL JOINTS SHALL BE CUT WITH A SOFF CUT WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS EARTHWORK QUANTITIES FOR BIDDING PURPOSES. THE QUANTITIES SHOWN HEREON SANITARY SEWER COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH (EARLY ENTRY) SAW AND SHALL BE 1/8" CUTS (WIDTH) AND THEN BEVELED WITH A THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. ARE THE ENGINEER'S ESTIMATE ONLY AND ARE FOR THE SOLE PURPOSE OF ENCINITAS SEWER DISTRICT MASIH MAHER, P.E. - -(02)- - EXISTING CONTOUR ELEVATION REGARDS TO THE HAULING OPERATION. 3/8" BEVEL DETERMINING CITY PLAN CHECK AND PERMIT FEES. ENGINEERING DEPARTMENT SENIOR CIVIL ENGINEER 02.20 PROPOSED ELEVATION 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO 5 AFTER CUTTING THE CONTRACTION /CONTROL JOINTS ALL SAWDUST MUST BE 505 SOUTH VULCAN AVENUE (760) 633 -2776 . , FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED ENCINITAS, CA 92024 -02- PROPOSED CONTOUR ELEVATION CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT 11600 -G HAS SWEPT /CLEANED UP IN A TIMELY MANNER. CITY DRAINAGE NOTE BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR CITY EARTHWORK NOTE STORM DRAIN ID INSIDE DIAMETER 6. ALL HOLES FOR BOLLARDS MUST BE CORE DRILLED AND THE CONCRETE INFILL SHALL NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED CITY OF ENCINITAS MASIH MAHER, P.E. BY THE DATE AND SIGNATURE OF THE CI ENGINEER WHO CERTIFIES SUCH GRADING HAVE A SLIGHT DOME TO IT AND TOOLED AROUND THE EDGE. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT EARTHWORK, CUT OR FILL, WHICH IS OVER 50 CUBIC YARDS, REQUIRES AN ADDITIONAL CIVIL ENGINEERING DEPARTMENT SENIOR CIVIL ENGINEER OD OUTSIDE DIAMETER OPERATION. 7. TOOLING AND KEEPING THE CONCRETE EVEN WITH THE TOP OF CLEAN -OUTS, GREASE AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY ENGINEERING GRADING PERMIT. 505 SOUTH VULCAN AVENUE (760) 633 -2776 -G- GAS MAIN 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR TRAP LIDS, ETC., SHALL BE PAID PARTICULAR ATTENTION. 2600 CUBIC YARDS CUT, 7600 CUBIC YARDS FILL, 2000 CUBIC YARDS EXPORT ENCINITAS, CA 92024 -W- WATER MAIN UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND * CUBIC YARDS OVER - EXCAVATION AND RE- COMPACTION. COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT 8. IF CURING OR SEALING COMPOUND IS USED, IT SHALL BE CONSISTENT IN * INCLUDED, SEE BREAKDOWN IN ENGINEER'S QUANTITIES ABOVE. -S- SANITARY SEWER SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL APPEARANCE. ALL EFFORTS SHOULD BE MADE TO NOT HAVE OBVIOUS START /STOP MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT POINTS. CITY UTILITY NOTE CITY UTILITY NOTIFICATION NOTES -E- UNDERGROUND ELECTRICAL CONDUIT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL SITE NOTES THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND HAVE BEEN T UNDERGROUND TELEPHONE CONDUIT INTENDED USE. LOCATED FROM FIELD SURVEY INFORMATION. TO THE BEST OF OUR KNOWLEDGE THERE SD- STORM DRAIN 1. FOR PROPERTY AREAS, REFER TO THE LAND AREA TABLE SHOWN ON SHEET C2. ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES -CTV- UNDERGROUND CABLE TELEVISION POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE SELECTED CITY STORM WATER POLLUTION RECORD OWNERS 2. THERE IS NO OBSERVABLE EVIDENCE OF THIS SITE BEING USED AS A SOLID WASTE OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE CONDUIT DUMP, SUMP OR SANITARY LANDFILL. CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS CONTROL CONDITION OF APPROVAL NOTES THE DEALY FAMILY, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY AS DESCRIBED IN THE EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF -TSC- TRAFFIC SIGNAL CONDUIT UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE QUITCLAIM DEED RECORDED APRIL 9, 2001 AS DOCUMENT NUMBER 2001-0212160 OF 3. THERE IS NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK WITHIN RECENT COMMENCEMENT OF WORK: BEEN INSTALLED. ESW4 THE STORM WATER RUNOFF BEST MANAGEMENT PRACTICE (BMP) METHODS SHOWN OFFICIAL RECORDS OF SAN DIEGO COUNTY. MONTHS. THERE IS NO OBSERVABLE EVIDENCE OF BUILDING CONSTRUCTION OR WV WATER VALVE WITHIN THESE ENGINEERING DRAWINGS ARE TO BE PRIVATELY MAINTAINED AND THE BUILDING ADDITIONS WITHIN RECENT MONTHS. A. SEWERS - ESD - (760)- 633 -2770 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED FACILITIES NOT MODIFIED OR REMOVED WITHOUT A PERMIT FROM THE CITY. * DEALY FAMILY, LLC. HAS AUTHORIZED IN -N -OUT BURGER TO PERFORM GRADING AND B. GAS & ELECTRIC - SDGE - (760) -438 -6200 WM WATER METER IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OTHER WORK ON PARCELS 258- 112 -22, -23, AND -24 PER 05 -07 -13 LETTER TO CITY, 4. THERE IS NO OBSERVABLE EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE ESW9 FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL ROOF OR REPAIRS WITHIN RECENT MONTHS. D. TELEPHONE - SBC BELL NI (760)- 489 -3411 FH FIRE HYDRANT UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE DRAINS SHALL DISCHARGEINTO BIORETENTION AREAS PRIOR TO COLLECTION AND E. GABLE TV -COX COMMUNICATIONS - (760)- 806 -9809 X -2233 GM GAS METER SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 5. THE SITE HAS DRIVEWAYS OR CURB CUTS ADJACENT TO THE SITE ON BOTH CALLE SMH SANITARY SEWER MANHOLE PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER BIORETENTION AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL MAGDALENA AND ENCINITAS BOULEVARD. THE SITE HAS THREE DRIVEWAYS PROVIDING 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. CITY IMPERVIOUS SURFACE NOTE ACCESS TO THE SITE ON CALLE MAGDALENA AND THREE DRIVEWAYS PROVIDING ANY WORK ON THIS PROJECT. PHONE: (760) -633 -2770. PP POWER POLE - ACCESS TO THE SITE ON ENCINITAS BOULEVARD. CALLE MAGDALENA AND ENCINITAS 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE 0 SQ. FT. = TOTAL AREA OF NEW IMPERVIOUS SURFACES BOULEVARD ARE BOTH DEDICATED PUBLIC ROADWAY. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: SL STREET LIGHT SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT IS CO CLEANOUT EMBANKMENTS LE T IN APNEATEAND TRIMMED AS ROOTS SELECTED CITY STREET CONDITION OF 6 LOT 3E THREUILDINGS ON THIS SITE. A DEL TACO RESTARANT IS AND BREWING COMPANY RESTAURANTUIS LOCATEDCON LOO 2 TO REJECTION AND REMOVAL. IP IRON PIPE AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH AND A VALERO GAS SERVICE STATION IS LOCATED ON LOT 1. ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND APPROVAL NOTE LP LIGHT POLE TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING OWNER'S CERTIFICATE 7. THERE ARE NO PARKING STRUCTURES ON THIS SITE. ORDINANCE. ESS PRIOR TO ANY WORK BEING PERFORMED IN THE PUBLIC RIGHT -OF -WAY, A SDMH STORM DRAIN MANHOLE RIGHT -OF -WAY CONSTRUCTION PERMIT SHALL BE OBTAINED FROM THE 8. THERE ARE A TOTAL OF 112 PARKING SPACES ONSITE. REFER TO THE EXISTING ONSITE CIVIL DRAWING SHEET INDEX 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, ENGINEERING SERVICES DIRECTOR AND APPROPRIATE FEES PAID, IN ADDITION. TO I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR DEVELOPMENT SUMMARY TABLE SHOWN ON SHEET C2. RCP REINFORCED CONCRETE PIPE PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE ANY OTHER PERMITS REQUIRED. WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE COMPACTION D ST ITY OF THE NO. SHEET TITLE CLF CHAIN LINK FENCE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED ) FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH (/�{�, 'J�f EROSION CONTROL AND STORMWATER PLAN TITLE SHEET ' CITY 1 OF 24 (Cl PRECISE GRADING, DRAINAGE, UTILITY AND STORM DRAIN ICV IRRIGATION CONTROL VALVE MATERIAL. ICB IRRIGATION CONTROL BOX BASIS OF BEARINGS SIGNATURE: KENN PROJECT AG DATE: r ' POLLUTION NOTES 2 OF 24 (C2) DETAIL SHEET WI 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT NTH THE CITY'S BASIS OF 24 (C3) DETAIL .SHEET GP GUARD POST URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET THE BASIS OF BEARINGS FOR THIS SURVEY IS DERIVED FROM GPS OBSERVATIONS OF IN -N -OUT BURGER REFER TO EROSION CONTROL PLAN TITLE SHEET C7, RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY OF ENCINITAS. CONTROL POINTS ENC -26 AND ENC -31. THE SITE WAS CALIBRATED 13502 HAMBURGER LANE 4 OF 24 (C4) DEMOLITION PLAN TSF TUBULAR STEEL FENCE CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS USING THE REPORTED COORDINATES FOR THE CITY CONTROL POINTS. THE BEARING BALDWIN PARK, CA. 91706 SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY 5 OF 24 (C5) PRECISE GRADING AND DRAINAGE PLAN BETWEEN THE TWO CITY CONTROL POINTS IS TAKEN AS N 53'35'08" W AND IS (626) 813 -8211 ROH BUILDING ROOF OVERHANG TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA UNCORRECTED OR REDUCED TO GRID. THE BEARINGS AND DISTANCES SHOWN HEREON 6 OF 24 (C6) STORM DRAIN AND UTILITY PLAN FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY TSP TRAFFIC SIGNAL POLE ARE GROUND. N PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE - a 0 7 OF 24 (C7) EROSION CONTROL PLAN TITLE SHEET PB PULL BOX REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN x 8 OF 24 (C8) EROSION CONTROL PLAN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED Am Z �� z KRISTEN PA LANDSCAPED PLANTER AREA TO ADDRESS THE TREE REMOVAL. SOILS ENGINEER'S CERTIFICATE n y FF CT. 9 OF 24 (C9) SITE PLAN TPB TELEPHONE PULL BOX I, JAMES M. KELLOGG, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, j �9��9� SROJECT W 10 OF 24 (10) SITE PLAN DETAILS LEGAL DESCRIPTION PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY TMH TELEPHONE MANHOLE _ THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS FN Q 11 OF 24 (C11) DETAIL SHEET EPB ELECTRIC PULL BOX REFERENCE: FIDELITY NATIONAL TITLE COMPANY PRELIMINARY REPORT WITH AN ORDER MADE BY DAN T. MATH (GE #2665 WITH CONSTRUCTION TESTING AND ENGINEERING, INC. AT 7 c /N7Tgs 12 OF 24 (C12) CITY AND REGIONAL STANDARDS DETAIL SHEET NO. OF 997 - 23015658 -A -JV1 DATED APRIL 17, 2013 OUT OF THEIR (760) 746 -4955 UNDER JOB #10 -10912 G) OR UNDER HIS DIRECTION ON JANUARY 13, 2012 TSC TRAFFIC SIGNAL CONDUIT SAN DIEGUITO WATER DISTRICT NOTES NEWPORT BEACH, CA. OFFICE. THE TITLE OFFICE IS JUSTIN VANDERVEEN AND FOR AN UPDATE ON ONE COMPLETE COPY OF THE SOILS REPORT COMPILED �, � 3< g, e<V� 13 OF 24 (C13) REGIONAL STANDARDS DETAIL SHEET 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO (MA) AT (949) 622 -5000. FROM THIS STUDY, WITH THEIR RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF wu- 9p 14 OF 24 (C14) REGIONAL STANDARDS DETAIL SHEET SLC STREET LIGHT CONDUIT THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY oo TSPB TRAFFIC SIGNAL PULL BOX (WASC). LOTS 1, 2 AND 3 OF ENCINITAS PLAZA /WESLEY HOMES UNIT NO. 1, IN THE CITY OF THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN 15 OF 24 (C15) WATER DISTRICT DETAIL SHEET ENCINITAS, COUNTY OF SAN DIEGO, STATE ON CALIFORNIA, ACCORDING TO THE MAP INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS PER OUR JULY 24, 2013 y TS PED. TRAFFIC SIGNAL PEDESTAL 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE THEREOF NO. 8116, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DEIGO GRADING PLAN REVIEW LETTER. v 16 OF 24 (C16) WATER DISTRICT DETAIL SHEET REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR COUNTY ON MAY 28, 1975. 7 17 OF 24 (C17) WATER DISTRICT DETAIL SHEET BF BACKFLOW PREVENTION DEVICE NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS z C ' SIGN a ASSESSORS PARCEL NUMBER: 258- 112 -22, 258 - 112 -24, 258 - 112 -23. ED: L <a�a -` r MANAGING ENGINEER ^ v OF THIS PROJECT. p 18 OF 24 (C18) SITE CROSS SECTIONS TE TRASH ENCLOSURE JAMES M. KELLOGG GE r, m w 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE r ¢ 19 OF 24 (C19) LANDSCAPE IRRIGATION AND PLANTING PLAN TITLE SHEET PM ELECTRIC PAD MOUNT TRANSFORMER RCE NO.: 65092, RGE #2902 v V) PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR �I.-: Q� 20 OF 24 (C20) LANDSCAPE IRRIGATION PLAN CB CATCH BASIN PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE EXP. DATE: 09 -30 -2015 czi 5; C) w SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS �, w 2 RD ROOF DRAIN 21 OF 24 (C21) LANDSCAPE IRRIGATION DETAILS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. STATEMENT OF ENGINEER OF WORK JOB # 112 -13000 m u) ST. 22 OF 24 (C22) LANDSCAPE IRRIGATION DETAILS THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL REQUEZA 23 OF 24 (C23) LANDSCAPE PLANTING PLAN PRS PARKING REGULATION SIGN 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S COMPANY: KRAZAN AND ASSOCIATES, INC. ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN ADDRESS: 1100 OLYMPIC DRIVE, SUITE 103 24 OF 24 C24 LANDSCAPE PLANTING DETAILS SLS SPEED LIMIT SIGN WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER'FACILITIES MUST MEET SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF CORONA, CA. 92881 VICINITY MAP ( ) FP FLAG POLE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE PHONE: (951) 273 -1011 NOT TO SCALE . NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS DS DIRECTIONAL SIGN OWNER'S EXPENSE. IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF -=srr FO FIBEROPTICS 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF - '��.11+. SAN ELIJO JOINT POWER COUNTY OF SAN DIEGO DEPARTMENT BMP PROJECT STATUS RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE w n - MW MONITORING WELL 6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET' REQUIRED BETWEEN FIRE HYDRANTS AND ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS Ham`/ AUTHORITY OF ENVIRONMENTAL HEALTH PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY SAN DIEGO GAS AND ELECTRIC VAULTS. OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING AGENT IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE BEP BOTTOM OF EXCAVATED PLANE SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER may/ /� .J /' / STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND - SL•O[.N/- FACILITIES„ R RIDGE TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. ..�- �'L�,61/f��12-311 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE - K�J O SI13NA� AAT,� A /Jp RECORDED ON QC %�/SEI2 20(S USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE SIGNATURE: Mai ' DATE: 09 -10 -13 --L `f d�f SC L S NEE% l Q i JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MARK S. LAMOURE (, RESIDENT, PE, PLS RC1. NQ" 38382 , €XP.03 .3i SIGN DATE SIGN DATE MATERIALS TO BE NO-LEAD LEAD BRASS PARTS. AS DOC. #: 20(3 -SY 7 4f l t Under round Service Alert MSL ENGINEERING, INC. QgQFESS /O Fag y 9 PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18. BE SAN DIMAS, ARROW HIGHWAY, 9 SUITE 4 �QF� 5, Latfp �F PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SDWD W13 -020 ENCINITAS FIRE DEPARTMENT S5 FORE aoo Call: Toll Free (909) 305 -2395, FAX (909) 305 -2397 ti � AFC tic UP RCE EXPIRES: 03 -31 -15 G >t m / SAN DIEGUITO WATER DISTRICT No. 3838 A / M GENERAL NOTES TWO WORKING DAYS BEFORE YOU DIG REFER TO SHEET C3. OF CAI_\f 1 �0 // �,j SG DATE SIGN TE / DATE SIGN /DATE IGN DATE a SIGNATURE EXPIRES 2 YEARS FROM DATE DES( ED BY: DRAWN BY: CHECKED BY: HANGS NO. DESCRIPTION APPROV D DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL M.S.L. G.R.H. M.S.L. ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 4 CITY OF ENCINITAS POINT NUMBER 1031 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D: APP OV PRECISE GRADING, DRAINAGE, UTILITY AND STORM DRAIN PLAN TITLE SHEET FOR: 0 0 STATION NAME: ENC -31. DATE: 09 -10 -13 ,,�.� IN -N -OUT BURGER RESTAURANT G 1 22, 2.5" CITY OF ENCINITAS BRASS DISC IN THE HORIZONTAL: AS NOTED AA- NORTHWEST CORNER OF DRAINAGE BOX ON NORTH �I MASIH MAHER C42519 GLENN PRUIM C51274 130 CALLE MAGDALENA 305 AND 325 ENCINITAS BLVD. W a SIDE OF ENCINITAS BOULEVARD AND 700 FEET VERTICAL: AS NOTED y r7 Q , // � R.C.E. NO.: 38382 1 �,Q ' ' 3 ENG /o / %UBL�3 ORKSDIRECTOR APN'S 258 - 112 -24, 258 - 112 -23, 258 - 112 -22 � 1600-G Z EAST OF WESTLAKE STREET. Mai / ctti+� 77C�n / ELEVATION = 182.995 FEET (NAVD88) MARK S. LAMOUR U EXP.: 03 -31 -15 DATE DATE' E -' PLANNING CASE NO: 12 -162 MUP /DR /CDP SHEET 1 OF 24 z. JN 12008 -12008 Clgdpts 0 n � o N n y U n � �z r� w �w r� z w L g r� :N n 0.1' TYPICAL UNLESS OTHERWISE SHOWN 6 1/2" RADIUS NOTES NOTES 1/4 (TYPICAL) 1. CONCRETE AND RELATED MATERIALS SHALL COMPLY IN ALL RESPECTS WITH ALL APPLICABLE SECTIONS 1. CONCRETE AND RELATED MATERIALS SHALL COMPLY IN ALL RESPECTS WITH ALL APPLICABLE SECTIONS OF THE CURRENT EDITION OF THE LOCAL GOVERNING PUBLIC AGENCY STANDARD DRAWINGS. ALL 0.1' TYPICAL UNLESS OF THE CURRENT EDITION OF THE LOCAL GOVERNING PUBLIC AGENCY STANDARD DRAWINGS. ALL O O O O O. OTHERWISE SHOWN 14 " - #3 DOWEL AT 24" O.C. ARMOR -TILE COMPANY CONTRASTING COLOR DOMES CONCRETE. SHALL BE CLASS 560- C- 3250P, TYPE V CEMENT UNLESS OTHERWISE SPECIFIED BY THE CONCRETE SHALL BE CLASS 560- C- 3250P, TYPE V CEMENT UNLESS OTHERWISE SPECIFIED BY THE BATTER 12" ENGINEER. WITH THE COLOR TO BE PRE - APPROVED BY man an N ENGINEER. m q w � _� 6- 6- 1/2° RADIUS � IN -N -OUT BURGER o < #4 REBAR CONT. / (TYPICAL) 2. CONTROL JOINTS TO BE A MINIMUM 3 - OLL 2. CONTROL JOINTS TO BE A MINIMUM 3 4' POLYSTYRENE JOINT FILLER AT 30' O.C. MAXIMUM, BCR's /4" POLYSTYRENE JOINT FILLER AT 30' O.C. MAXIMUM, BCR's �l�J) PROPOSED N o a AT 12' O.C. MAX. AND ECR'S. _ @ O O O O AND ECR'S. TAPERED EDGES GRADE OF Of 0.5% MIN. FS u, =iii v 4:12 BATTER WHERE EXPOSED DIRT a 1.2% MIN. AC 3. WEAKENED PLANE JOINTS TO BE AT 10' MAX. INTERVALS AND ALIGNED WITH ANY ADJACENT SIDEWALK ri 3. WEAKENED PLANE JOINTS TO BE AT 10' MAX, INTERVALS AND ALIGNED WITH ANY ADJACENT SIDEWALK Z C OR PCC PAVEMENT, HAVE A 1.5 INCH MINIMUM DEPTH. WEAKENED PLANE JOINTS TO BE INSTALLED 1: "'.. o J - #4 REBAR PER OR PCC PAVEMENT, HAVE A 1.5 INCH MINIMUM DEPTH, WEAKENED PLANE JOINTS TO BE INSTALLED AT THE TIME OF PCC PLACEMENT. PROPOSED .. a DETAIL "A" AT THE TIME OF PCC PLACEMENT. w - �. O O O Q O SECTION A -A 3 GRADE OF �- w 1 0.5% MIN. FS 4. 4" THICK C.A.B. SHALL BE USED WHEN ADJACENT TO SIDEWALK AND PCC PAVEMENT. co tO. a B 4. 4" THICK C.A.B. SHALL BE USED WHEN ADJACENT TO SIDEWALK AND PCC PAVEMENT. DIRT ��� io ti w - - - ZAPA OR 5 a 1. 2% MIN. AC a #4 REBARAT ENT 18" OC. 5. WHEN USING VARIABLE CURB FACE HEIGHT OF BETWEEN 0" AND 6" C.F. HOLD 4:12 BATTER AND 6" 5. WHEN USING VARIABLE CURB FACE HEIGHT OF BETWEEN 0" AND 6" C.F. HOLD 4:12 BATTER AND 6" O OAAOMAXIMUM WHEN iv D HEIGHT BELOW THE PAVEMENT FINISHED SURFACE. - #4 REBAR CONT. 3 HEIGHT BELOW THE PAVEMENT FINISHED SURFACE. MIS GREATER o TRUNCATED DOMES DETECTABLE WARNING STRIP TO THAN 8" 0100 6. ALL SURFACES SHALL BE STRAIGHT, UNIFORM, FREE OF HUMPS, SAGS, IRREGULARITIES AND PROP. FS OR 6. ALL SURFACES SHALL BE STRAIGHT, UNIFORM, FREE OF HUMPS, SAGS, IRREGULARITIES AND qQ2� BE MANUFACTURED BY ENGINEERED PLASTIC INC. - z - ,o S ARMOR- TILE" (800) 682 -2525, MODEL #ADA -P -1212 ion O IMPERFECTIONS. UNIFORM SURFACES SHALL NOT VARY MORE THAN 0.01' WHEN MEASURED WITH A 10.10 AC PAVEMENT IMPERFECTIONS. UNIFORM SURFACES SHALL NOT VARY MORE THAN 0.01' WHEN MEASURED WITH A 10 o FOOT STRAIGHT EDGE. - FOOT STRAIGHT EDGE. O`p0+ 0. .O O O CAST -IN- PLACE, OR EQUAL. PROVIDE INFORMATION cv FOR 5 YEAR MANUFACTURER WARRANTY. 01 7, REBAR SHOWN HEREON IS NOT A REQUIREMENT OF THIS PERMIT, BUT IS AN OPTIONAL CONSTRUCTION 0 7. REBAR SHOWN HEREON IS NOT A REQUIREMENT OF THIS PERMIT, BUT IS AN OPTIONAL CONSTRUCTION REQUIREMENT BY IN -N -OUT BURGERS. CONTRACTOR TO VERIFY INSTALLATION WITH IN -N -OUT PRIOR z REQUIREMENT BY IN -N -OUT BURGERS. CONTRACTOR TO VERIFY INSTALLATION WITH IN -N -OUT PRIOR 1 67" 0.9" AT (BASE !/�1 TO PLACING BID OR BEGINNING CONSTRUCTION ° O TO PLACING BID OR BEGINNING CONSTRUCTION - NO. LOT 3 LOT 2 APART 0.45 ATTOP TOTAL GROSS AREA (S.F. /ACRES) 47,638/1.093 8. INSTALL "TYPE A" JOINT SEALANT IN ALL JOINTS. SEALANT IS NOT A REQUIREMENT OF THIS PERMIT, BUT IS AN OPTIONAL CONSTRUCTION REQUIREMENT BY IN -N -OUT BURGERS. CONTRACTOR TO VERIFY 4- ii° 8. INSTALL "TYPE A" JOINT SEALANT IN ALL JOINTS. SEALANT IS NOT A REQUIREMENT OF THIS PERMIT, BUT IS AN OPTIONAL CONSTRUCTION REQUIREMENT BY IN -N -OUT BURGERS. CONTRACTOR TO VERIFY 3' MINIMUM -SEE PLAN 3,648/0.084 4,379/0.100 DETAIL " 1 2 3 32 0" TO 6" PLANTER CURB NOT TO SCALE INSTALLATION WITH IN -N -OUT PRIOR TO PLACING BID OR BEGINNING CONSTRUCTION. 9• ALL SURFACES SHALL RECEIVE A FINE BROOM FINISH. 10. UPON COMPLETION OF FINISHING OPERATIONS ALL SURFACES SHALL BE SPRAYED WITH A "TYPE 1" CURING COMPOUND. DETAIL " 2 Cl 5 PLANTER CURB WITH 12" SIDEWALK NOT TO SCALE INSTALLATION WITH IN -N -OUT PRIOR TO PLACING BID OR BEGINNING CONSTRUCTION. 9. ALL SURFACES SHALL RECEIVE A FINE BROOM FINISH. 10. UPON COMPLETION OF FINISHING OPERATIONS ALL SURFACES SHALL BE SPRAYED WITH A "TYPE 1° CURING COMPOUND. PEDESTRIAN PATH OF TRAVEL TYPICAL PLAN DETAIL nFn 10 TRUNCATED DOME DETAIL FOR PEDESTRIAN ACCESS DETECTABLE WARNING STRIP NOT TO SCALE NOTES HYDROLOGY STUDY SIMPLIFIED RESULTS FOR z4 - I - -3/4" 1/4" IN -N -OUT BURGER BY MSL ENGINEERING, INC. 1,508 CFS = OFFSITE 0100 AT STREET CATCH BASIN LOW POINT. 1/4.. . 747 CFS = CAPACITY OF 72" DIAMETER CITY STORM DRAIN THRU THE SITE AT Q25±. 12" 761 CFS = OFFSITE RUNOFF PASSING THROUGH THE SITE AT A MAXIMUM DEPTH OF 2.25± FEET (Qt00-Q25)• 113.75 = NEW INOB BUILDING FLOOR ELEVATION AT OR ABOVE THE Qt00-Q2e OFFSITE RUNOFF THROUGH THE SITE EXISTING LAND AREA TABLE NO. LOT 3 LOT 2 LOT 1 TOTAL GROSS AREA (S.F. /ACRES) 47,638/1.093 38,931/0.894 26,699/0.613 113,268/2.600 OPEN SPACE EASEMENT 0 (S.F.) 3,648/0.084 4,379/0.100 2' -2" 1.5' 11' TYPICAL OR PER PLAN STREET EASEMENT < 6 (S.F.) 330/0.007 - - - - - -- 813/0.019 NOTES NET AREA (S.F. /ACRES) 43,660/1.002 34,552/0.794 6" 2" 1' -6" #4 REBAR CONT. PROPOSED DRIVE -THRU LANE CURRENT ASSESSORS PARCEL NUMBER NOTES 258 - 112 -24 258 - 112 -23 1. CONCRETE AND RELATED MATERIALS SHALL COMPLY IN ALL RESPECTS - - - - - -- - - - - - -- 2. 14 " - #3 DOWEL AT 24" O.C. J Z <a 1. CONCRETE AND RELATED MATERIALS SHALL COMPLY IN # 3' -0" 14 "- 3 DOWEL AT 18' 14 "- 3 DOWEL AT 18" O.C. # WITH ALL APPLICABLE SECTIONS OF THE CURRENT EDITION OF THE THE STREET EASEMENTS S.F. ACRES (PCC PAVEMENT ONLY) #4 REBAR CONT. AT 18" O.C. MAX. �a ALL RESPECTS WITH ALL APPLICABLE SECTIONS OF THE O.C. (PCC PAVEMENT V -6" l' -6" (PCC PAVEMENT OR CURB ONLY) A.P.W.A. ALL CONCRETE SHALL BE CLASS 560- C- 3250P, TYPE it CEMENT UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. 1QITEM NO. 13 1/2" RADIUS - ~ CURRENT EDITION OF THE LOCAL GOVERNING PUBLIC OR CURB ONLY) - - - - - -- 1,604/0.037 - - - - - - -- - - - - - -- i4 PICAL \ ( ) 4 REBAR AT 18" O.C. OR AS SHOWN HEREON OR EVENLY w # a BUILDING AREA S.F. AGENCY STANDARD DRAWINGS. ALL CONCRETE SHALL 1/2" RADIUS 1/2" RADIUS 6,025 1,652 9,724 11,427 5. EXISTING PARKING SPACES PLACE IN CENTER OF SPACED FROM CENTERLINE OF SLAB ;q N - - - - - -- BE CLASS 560- C- 3250P, TYPE V CEMENT UNLESS 0.5% MIN. FS 1 4' 1/2" OR / 0.5% MIN. FS 2. CONTROL JOINTS TO BE A MINIMUM 3/4" POLYSTYRENE JOINT FILLER AT STANDARD STALLS 52 1.0% MIN. �-- PCC SLAB 00 L 21 OTHERWISE SPECIFIED BY THE ENGINEER. 1.2% MIN. AC i AT 0.50% PER R PLAN 1.2% MI N. AC MAXIMUM, BCR s AND ECR S. 30' 0 C ' 2 - - - - - -- 2 1 g 2% MAX. 4 2 CONTROL JOINTS TO I A / S E MINIMUM 3 4" POLYSTYRENE MINIMUM ���. � � �� .. - - - - - -- 3 WEAKEND JOINTS TO INTERVALS IGNED 1.5DINCHAL 65 11 - - - - - -- N #4 REBAR 3° - 1 4 CE 1% TYP. OR 17_g 1 4- STANDARD STALLS JOINT FILLER AT 30' O. MAXIMUM, BCR's AND ECR'S. O.C. 2„ 4 .: 4 REBAR CONT ` /k.REBAR CONT. 2" ADJACENT CURB OREPCC PAVEMENT, A MINIMUM DEPTH AND MAY BE SAWCUT. - - - - - -- 112 - TYP• PER PLAN 3" 2 2 . - - - - - -- 5 7. REQUIRED PARKING SPACES (RECIPROCAL) 21* PER DETAIL. ° o "A" 4 2 ": " 6 ,° n.P 1 3. WEAKENED PLANE JOINTS TO BE AT 10' MAX. 15 0 �. 15 4. ALL SURFACES SHALL BE STRAIGHT, UNIFORM, FREE OF HUMPS, SAGS, 20 38 59 ". :. 7 -` 106 EA WITH YMINIM AND ACCESSIBLE STALLS 7" IRREGULARITIES AND IMPERFECTIONS. UNIFORM SURFACES SHALL NOT 1 2 1 4 i�1 . -, :. :. ...... :.. ._. .. :: 15 o _ m -ni Ooo O� EXISTING CONDITION LANDSCAPING (S.F. / %) MEN DEPTH PCC PAVEMENT, HAVE 1..5 INCH THEY SHALL BE INSTALLED AT THE TIME OF PCC - ' �gOo o O VARY MORE THAN 0.01' WHEN MEASURED WITH A 10 FOOT STRAIGHT 18,850 (17) - - - - - -- Ooo �� ii HEM ii F.L. AT 0.50% °1 - - - - - -- PLACEMENT. �J00 aAOo z Q000 OOo b 9O 00000 EDGE. PARKING LOT 2,770 6 z o 1,090 3 1,250 5 5,110 5 O}Q_� 9. PROPOSED CONDITION LANDSCAPING (S.F. /%) /) - - - - - -- 13,630 29 10,040 26 ) tD� 0 0 6 MINIMUM OR 24,730 22 D°g O OR O O` 0 0p00 0 5. REBAR SHOWN HEREON IS NOT A REQUIREMENT OF THIS PERMIT, BUT IS 7,340 (19) - - -- -) - - - - - -- 0 PER PLAN 4. ALL SURFACES SHALL BE STRAIGHT, UNIFORM, FREE OF o 0 00 AN OPTIONAL CONSTRUCTION REQUIREMENT BY IN -N -OUT BURGERS. - - - - - -- 1 11,510 10 10. DRIVE -THRU LANE O6 HUMPS, SAGS, IRREGULARITIES AND IMPERFECTIONS. I'i7i 1 °iTi III .iiiu CONTRACTOR TO VERIFY INSTALLATION WITH IN -N -OUT PRIOR TO ''. 7,096 °1 10 1 5,840 1 3,883 UNIFORM SURFACES SHALL NOT VARY MORE THAN 0.01' 16,819 * 1 SP. PER 100 S.F. BUILDING PLACING BID OR BEGINNING CONSTRUCTION. * ** 3 SP'S. PLUS 1 SP. PER 250 S.F. RETAIL AREA �� 2' -4" 12" NOT TO SCALE WHEN MEASURED WITH A 10 FOOT STRAIGHT EDGE. AS REQUIRED 12" 4" 3' -2" 4" 12" 6. INSTALL "TYPE A" JOINT SEALANT IN ALL JOINTS. SEALANT IS NOT A NOTES 5. REBAR SHOWN HEREON IS NOT A REQUIREMENT OF AS REQUIRED AS REQUIRED REQUIREMENT OF THIS PERMIT, BUT IS AN OPTIONAL CONSTRUCTION 1. CONCRETE AND RELATED MATERIALS SHALL COMPLY IN ALL RESPECTS WITH ALL APPLICABLE SECTIONS OF THE VARIES 18' TYPICAL OR PER PLAN THIS PERMIT, BUT IS IS AN ANOUT OPTIONAL CONSTRUCTION REQUIREMENT BY IN -N -OUT BURGERS. CONTRACTOR TO VERIFY INSTALLATION WITH IN -N -OUT PRIOR TO PLACING BID OR BEGINNING CURRENT EDITION OF THE LOCAL GOVERNING PUBLIC AGENCY STANDARD DRAWINGS. ALL CONCRETE SHALL BE CLASS SIDEWALK PROPOSED PARKING SPACES REQUIREMENT BY I BURGER. CONTRACTOR TO CONSTRUCTION. 560- C- 3250P, TYPE V CEMENT UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. VERIFY INSTALLATION WITH IN -N -OUT PRIOR TO PLACING BID OR BEGINNING CONSTRUCTION. DETAIL 'G'@ 7. ALL SURFACES SHALL RECEIVE A FINE BROOM FINISH. 2. CONTROL JOINTS TO BE A MINIMUM 3/4" POLYSTYRENE JOINT FILLER AT 30' O.C. MAXIMUM, BCR's AND ECR'S. #4 REBAR CONT. AT t8" O.C. 6. INSTALL "TYPE A" JOINT SEALANT IN ALL JOINTS. 3FT. WIDE DRAINAGE SWALE 8. UPON COMPLETION OF FINISHING OPERATIONS ALL SURFACES SHALL BE 3. WEAKEND PLANE JOINTS TO BE AT 10' MAX. INTERVALS AND ALIGNED WITH ANY ADJACENT SIDEWALK OR PCC #4 REBAR AT 18" O.C. AS SHOWN HEREON OR EVENLY SPACED FROM CENTERLINE OF SLAB SEALANT IS NOT A REQUIREMENT OF THIS PERMIT, BUT NOT TO SCALE SPRAYED WITH A "TYPE 1" CURING COMPOUND. PAVEMENT, HAVE A 1.5 INCH MINIMUM DEPTH. WEAKENED PLANE JOINTS TO BE INSTALLED AT THE TIME OF PCC PLACE IN CENTER OF IS AN OPTIONAL CONSTRUCTION REQUIREMENT BY PLACEMENT. PCC SLAB IN -N -OUT BURGERS. CONTRACTOR TO VERIFY INSTALLATION WITH IN -N -OUT PRIOR TO PLACING BID 4. ALL SURFACES SHALL BE STRAIGHT, UNIFORM, FREE OF HUMPS, SAGS, IRREGULARITIES AND IMPERFECTIONS. "- 18^ OR BEGINNING CONSTRUCTION. EXCEPTIONS TO COVERAGE ITEM N0, 25 UNIFORM SURFACES SHALL NOT VARY MORE THAN 0.01' WHEN MEASURED WITH A 10 FOOT STRAIGHT EDGE. 1.9% MAX. ._ 3 1.9% MAX. TYP. 0.5% MIN. THE OWNERSHIP OF SAID LAND DOES NOT INCLUDE RIGHTS OF ACCESS TO OR FROM ENCINITAS 1 '`. .. 7. ALL SURFACES SHALL RECEIVE A FINE BROOM FINISH. REFERENCE: FIDELITY NATIONAL TITLE COMPANY PRELIMINARY REPORT WITH AN ORDER NUMBER OF TDIEGO SON HPUBLCVIOVER EAN SOF UOF 5 REBAR SHOWN HEREON HIS PERMIT, BUT IS AN OPTIONAL CONSTRUCTION REQUIREMENT B W EREO S NOT A REQUIREMENT OF E Q ......�. ' ... .,.. :.- -�.:: .;..:....:- ;:. ' �� - m =m `' " - - - NEWPORT BEAC A OFFICE TITLE 997 23015658 A JVi DATED APRIL 17, 2013 OUT OF THEIR H C BOUNTY ODF SAN BEHALF THE PORTION LOT 2DOFAMAP N0. 8116 BY IN -N -OUT BURGERS. CONTRACTOR TO VERIFY INSTALLATION WITH IN -N -OUT PRIOR TO PLACING BID OR _ .... ,.. ..... .: ............ .. .. - ....,,..., -.. "' " -. ..•,: :`.: 8 . UPON COMPLETION OF FINISHING OPERATIONS ALL OFFICER IS JUSTIN VANDERVEEN (MA) AT (949) 622 -5000. FILED MAY 28, 1975 IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY AS SHOWN BEGINNING CONSTRUCTION. 5 o SURFACES SHALL BE SPRAYED WITH A TYPE 1 ON SAID MAP NO. 8116. 0 CURING COMPOUND. < ITEM N0. 5 6. INSTALL "TYPE A" JOINT SEALANT IN ALL JOINTS. SEALANT IS NOT A REQUIREMENT OF THIS PERMIT, BUT IS AN n i -n ii - _ 14 "- 3 DOWEL w AT 24' O.C. AN 8.00 FOOT WIDE EASEMENT IN FAVOR OF SAN DIEGO GAS AND ELECTRIC COMPANY, A SAID LAND HOWEVER ABUTS ON A PUBLIC THOROUGHFARE, OTHER THAN THE ONE REFERRED TO OPTIONAL CONSTRUCTION REQUIREMENT BY IN -N -OUT BURGERS. CONTRACTOR TO VERIFY INSTALLATION WITH 3 7 9. WHEN SIDEWALK ABUTS ANY BUILDING OR TRASH CORPORATION, ITS SUCCESSORS AND ASSIGNS, FOR OVERHEAD ELECTRIC LINES ON POLES AND ABOVE, OVER WHICH THE RIGHTS OF VEHICULAR ACCESS HAVE NOT BEEN RELINQUISHED. IN -N -OUT PRIOR TO PLACING BID OR BEGINNING CONSTRUCTION. ENCLOSURE ENTRANCE AND WHEN PCC PAVEMNT " PUBLIC UTILITY PURPOSES, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS THEREFROM PER ABUTS TRASH ENCLOSURE ENTRANCE INSTALL 14 - #3 DOCUMENT NUMBER 38125 RECORDED MARCH 24, 1954 IN BOOK 5181, PAGE 274 OF OFFICIAL WE RECOMMEND THAT THIS ITEM BE ADDED TO THIS REPORT. SIDEWALK AND PCC PARKING 5 7 DOWEL AT 24" O.C. RECORDS OF SAN DIEGO COUNTY. 7. ALL SURFACES SHALL RECEIVE A FINE BROOM FINISH. NOT TO SCALE ®ITEM NO. 26 8. UPON COMPLETION OF FINISHING OPERATIONS ALL SURFACES SHALL BE SPRAYED WITH A "TYPE 1" CURING COMPOUND. THIS EASEMENT IS DESCRIBED ON MAP NO. 8116 FILED MAY 28, 1975 IN THE OFFICE OF THE A VARIABLE WIDTH EASEMENT IN FAVOR OF THE COUNTY OF SAN DIEGO FOR ROAD PURPOSES AND COUNTY RECORDER OF SAN DIEGO COUNTY. RIGHTS INCIDENTAL THERETO FOR A PORTION OF CALLE MAGDALENA DELINEATED AND DEDICATED OVER A PORTION OF LOTS 1 AND 3 OF MAP NO. 8116 FILED MAY 28, 1975 IN THE OFFICE OF THE SEE DETAIL "B" ON SHEET < ITEM NO. 6 COUNTY RECORDER OF SAN DIEGO COUNTY, AS SHOWN ON SAID MAP NO. 8116. Cll FOR CURB CUT DETAILS " ° DETAIL B Q4 n n DETAIL D 5 6 7 THE OWNERSHIP OF SAID LAND DOES NOT INCLUDE RIGHTS OF ACCESS TO OR FROM THE STREET, HIGHWAY, OR FREEWAY ABUTTING SAID LAND, SAID RIGHTS HAVING BEEN RELINQUISHED TO THE WE RECOMMEND THAT THIS ITEM BE ADDED TO THIS REPORT. DRIVE -THRU LANE 6" CURB AND 18" GUTTER PCC PAVEMENT AND SIDEWALK STATE OF CALIFORNIA PER FILE NUMBER 149822 RECORDED AUGUST 30, 1962 IN BOOK 1962 NOT TO SCALE NOT TO SCALE SERIES 3 OF OFFICIAL RECORDS OF SAN DIEGO COUNTY. SAID LAND, HOWEVER, A ABUTS ON A PUBLIC THOROUGHFARE, OTHER THAN THE ONE REFERRED TO ABOVE, OVER WHICH THE RIGHTS OF VEHICULAR ACCESS HAVE NOT BEEN RELINQUISHED. HYDROLOGY STUDY SIMPLIFIED RESULTS FOR z4 - I - -3/4" 1/4" IN -N -OUT BURGER BY MSL ENGINEERING, INC. 1,508 CFS = OFFSITE 0100 AT STREET CATCH BASIN LOW POINT. 1/4.. . 747 CFS = CAPACITY OF 72" DIAMETER CITY STORM DRAIN THRU THE SITE AT Q25±. 12" 761 CFS = OFFSITE RUNOFF PASSING THROUGH THE SITE AT A MAXIMUM DEPTH OF 2.25± FEET (Qt00-Q25)• 113.75 = NEW INOB BUILDING FLOOR ELEVATION AT OR ABOVE THE Qt00-Q2e OFFSITE RUNOFF THROUGH THE SITE EXISTING LAND AREA TABLE NO. LOT 3 LOT 2 LOT 1 TOTAL GROSS AREA (S.F. /ACRES) 47,638/1.093 38,931/0.894 26,699/0.613 113,268/2.600 OPEN SPACE EASEMENT 0 (S.F.) 3,648/0.084 4,379/0.100 - - - - - -- 8,027/0.184 STREET EASEMENT < 6 (S.F.) 330/0.007 - - - - - -- 813/0.019 1,143/0.026 NET AREA (S.F. /ACRES) 43,660/1.002 34,552/0.794 25,886/0.594 104,098/2.390 THIS RELINQUISHMENT OF ACCESS RIGHTS IS SHOWN ON MAP NO. 8116 FILED MAY 28, 1975 IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. < ITEM NO. 7 EASEMENTS LOCATED OUTSIDE OF PROPERTY LINES THE OWNERSHIP OF SAID LAND DOES NOT INCLUDE RIGHTS OF ACCESS TO OR FROM THE STREET, OA 60.00 FOOT WIDE EASEMENT IN FAVOR OF THE COUNTY OF SAN DIEGO FOR RIGHT OF WAY AND HIGHWAY, OR FREEWAY ABUTTING SAID LAND, SAID RIGHTS HAVING BEEN RELINQUISHED TO THE INCIDENTS THERETO FOR SUCH PUBLIC HIGHWAY PURPOSES IN A DEED FROM MIGHT H. LUND, STATE OF CALIFORNIA PER FILE NUMBER 20238 RECORDED FEBRUARY Ot, 1963 IN BOOK 1963 TRUSTEE RECORDED SEPTEMBER 25, 1970 AS FILE NUMBER 175254 OF OFFICIAL RECORDS OF SAN SERIES 4 OF OFFICIAL RECORDS OF SAN DIEGO COUNTY. DIEGO COUNTY AS SHOWN ON MAP NO. 8116 FILED MAY 28, 1975 IN THE OFFICE OF THE COUNTY SAID LAND, HOWEVER, A ABUTS ON A PUBLIC THOROUGHFARE, OTHER THAN THE ONE REFERRED TO RECORDER OF SAID COUNTY. ABOVE, OVER WHICH THE RIGHTS OF VEHICULAR ACCESS HAVE NOT BEEN RELINQUISHED. OA 60.00 FOOT WIDE STRIP OF LAND IN FEE TITLE IN THE GRANT DEED FROM THE SAN DIEGUITO THIS RELINQUISHMENT OF ACCESS RIGHTS IS SHOWN ON MAP NO. 8116 FILED MAY 28, 1975 IN THE UNITED METHODIST CHURCH TO THE COUNTY OF SAN DIEGO PER FILE NUMBER 175255 RECORDED n n SEPTEMBER 25, 1970 OF OFFICIAL RECORDS OF SAN DIEGO COUNTY AS SHOWN ON MAP NO. 8116 DETAIL 'E' OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. 34% CHANCE IN A 10 YEAR PERIOD THAT ANY OFFSITE STORM WATER RUNOFF FROM FILED MAY 28, 1975 IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. GROOVING DETAIL THE STREET SYSTEM WILL OVERFLOW ONSITE. OITEM N0. 8 A 4.00 FOOT WIDE EASEMENT IN FAVOR OF SAN DIEGO GAS AND ELECTRIC COMPANY, A OA 7.00 FOOT WIDE EASEMENT IN FAVOR OF THE COUNTY OF SAN DIEGO FOR ROAD PURPOSES AND NOT TO SCALE CORPORATION, ITS SUCCESSORS AND ASSIGNS, FOR OVERHEAD ELECTRIC LINES ON POLES, GUY RIGHTS INCIDENTAL THERETO FORA PORTION OF CALLE MAGDALENA DELINEATED AND DEDICATED AS POLES AND PUBLIC UTILITY PURPOSES TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS SHOWN ON MAP N0. 8116 FILED MAY 28, 1975 IN THE OFFICE OF THE COUNTY RECORDER OF SAID THEREFROM PER DOCUMENT NUMBER 183321 RECORDED OCTOBER 14, 1963 IN BOOK 1963 SERIES 4 COUNTY. i OF OFFICIAL RECORDS OF SAN DIEGO COUNTY. DEVELOPMENT SUMMARY TABLE NO. DESCRIPTION DEL IN -N -OUT OGGI'S PIZZA VALERO TOTAL TOTAL PROPOSED EASEMENTS DATE TACO BURGER ' AND BREWING GAS (EXISTING) (PROPOSED) CHECKED SPACE PURPOSES OVER, UPON, ACROSS AND UNDER THE SUBJECT LAND AND NO BUILDING, EXISTING PROPOSED COMPANY STATION STRUCTURE OR OTHER THING WHATSOEVER SHALL BE CONSTRUCTED, ERECTED, PLACED OR OF ENCINITAS CONSISTING OF APPROXIMATELY 4,717 SQUARE FEET PER CITY CONDITION OF APPROVAL 1. CURRENT ASSESSORS PARCEL NUMBER 258 - 112 -24 258 - 112 -24 258 - 112 -23 258 - 112 -22 - - - - - -- - - - - - -- 2. PROPERTY GROSS AREA LESS 47,308/1.086 47,308/1.086 38,931/0.894 25,886/0.594 112,12572.574 112,125/2.574 THE STREET EASEMENTS S.F. ACRES CALIFORNIA CORPORATION CONSISTI G O APPROXIMATELY 1,244 SQUARE FEET PER CITY CONDITION THIS ITEM ENCUMBERS A PORTION OF LOTS 2 AND 3 OF SAID MAP NO. 8116.' 3. PROPOSED ENCROACHMENT AREA 1QITEM NO. 13 < RECIPROCAL EASEMENT FOR ACCESS, PARKING, UTILITIES, AND SURFACE DRAINAGE PURPOSES AMONG Underground Service Alert MAINTENANCE AG EEMENT WITH THE CITY (S.F.) - - - - - -- 1,604/0.037 - - - - - - -- - - - - - -- 1,604/0.037 4. BUILDING AREA S.F. 2,047 3,750 6,025 1,652 9,724 11,427 5. EXISTING PARKING SPACES 54 - - - - - -- 36 22 112 - - - - - -- STANDARD STALLS 52 - - - - - -- 34 21 107 - - - - - -- ACCESSIBLE STALLS 2 - - - - - -- 2 1 5 - - - - - -- 6. PROPOSED PARKING SPACES (RECIPROCAL) - - - - - -- 41 65 11 - - - - - -- 117 O STANDARD STALLS - - - - - -- 39 63 10 - - - - - -- 112 ACCESSIBLE STALLS - - - - - -- 2 2 1 - - - - - -- 5 7. REQUIRED PARKING SPACES (RECIPROCAL) 21* 40 ** 61* 10 * ** 92 111 STANDARD STALLS 20 38 59 9 88 106 ACCESSIBLE STALLS 1 2 1 2 1 4 5 8. EXISTING CONDITION LANDSCAPING (S.F. / %) 9,170 (19) - - - - - -- 8,430 (22) 1,250 (5) 18,850 (17) - - - - - -- SLOPE AREA NATURAL VEGETATION, 6,400 (13) - - - - - -- 7,340 (19) - - - - - -- 13,740 (12) - - - - - -- PARKING LOT 2,770 6 - - - - - -- 1,090 3 1,250 5 5,110 5 9. PROPOSED CONDITION LANDSCAPING (S.F. /%) /) - - - - - -- 13,630 29 10,040 26 ) 1 060 4 ( - - - - - -- 24,730 22 SLOPE AREA NATURAL VEGETATION - - - - - -- 5,880 (12) 7,340 (19) - - -- -) - - - - - -- 13,220 (12) PARKING LOT I - - - - - -- 7,750 17 2,700 7 1,060 4 - - - - - -- 1 11,510 10 10. MINIMUM REQUIRED LANDSCAPING AT 15% OF TOTAL LOT AREA 7,096 1 7,096 1 5,840 1 3,883 16,819 16,819 * 1 SP. PER 100 S.F. BUILDING ** 1 SP. PER 100 S.F. BUILDING PLUS 1 SP. PER 100 S.F. OUTDOOR SEATING (3 TABLES AT 64 S.F. EA. =192 S.F.) * ** 3 SP'S. PLUS 1 SP. PER 250 S.F. RETAIL AREA r 0 z a 0, o ma N U oz w oz rn� z LL N o �M OQ �m THIS EASEMENT IS SHOWN ON MAP NO. 8116 FILED MAY 28, 1975 IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. QITEM NO. 11 RECITALS AS SHOWN ON MAP NO. 8116 FILED MAY 28, 1975 IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY WHICH AMONG OTHER THINGS STATES "SUBJECT TO FLOODING FROM A 50 YEAR FLOOD." THIS ITEM ENCUMBERS A PORTION OF LOTS 2 AND 3 OF SAID MAP NO. 8116. OA 10.00 FOOT WIDE EASEMENT AND RIGHT OF WAY IN FAVOR OF SAN DIEGO GAS AND ELECTRIC COMPANY, A CORPORATION, FOR ABOVE GROUND AND UNDERGROUND PUBLIC UTILITY PURPOSES PER FILE NUMBER 116396 RECORDED JUNE 3, 1971 OF OFFICIAL RECORDS OF SAN DIEGO COUNTY AS SHOWN ON MAP NO. 8116 FILED MAY 28, 1975 IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. 3� CHANGE NO. QITEM NO. 12 PROPOSED EASEMENTS DATE BENCHMARK A PERPETUAL 25.00 FOOT WIDE EASEMENT IN FAVOR OF THE COUNTY OF SAN DIEGO FOR OPEN SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED SPACE PURPOSES OVER, UPON, ACROSS AND UNDER THE SUBJECT LAND AND NO BUILDING, < DRAINAGE EASEMENT GRANTED FROM IN -N -OUT BURGERS, A CALIFORNIA CORPORATION TO THE CITY CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. �` STRUCTURE OR OTHER THING WHATSOEVER SHALL BE CONSTRUCTED, ERECTED, PLACED OR OF ENCINITAS CONSISTING OF APPROXIMATELY 4,717 SQUARE FEET PER CITY CONDITION OF APPROVAL M.S.L. MAINTAINED ON THE SUBJECT LAND EXCEPT AS MAY BE PERMITTED BY A SPECIAL USE PERMIT SCA 3 RECORDED Sccf 10f 2013 AS DOCUMENT NUMBER 1W3'S1S117 , ISSUED PURSUANT TO THE ZONING ORDINANCE OF THE COUNTY OF SAN DIEGO AS SHOWN ON MAP HORIZONTAL: AS NOTED VERTICAL: AS NOTED PLANS PREPARED UNDER SUPERVISION OF DATE: 09 -10 -13 R.C.E. NO.: 38382 MARK S. LAMO RE X EXP.: 03 -31 -15 RECOMMEND D: APP �^+ MASIH MAHER C 42519 GLENN WORKS DIRECTOR 10 9 1 3 0 DATE DATE �i NO. 8116 FILED MAY 28, 1975 IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. < PERPETUAL PRIVATE EASEMENT GRANTED FROM THE CITY OF ENCINITAS TO IN -N -OUT BURGERS, A ?0. c7 Q Z� -- ¢ A z w Z U a Zd _� CALIFORNIA CORPORATION CONSISTI G O APPROXIMATELY 1,244 SQUARE FEET PER CITY CONDITION THIS ITEM ENCUMBERS A PORTION OF LOTS 2 AND 3 OF SAID MAP NO. 8116.' OF APPROVAL SCA 5 RECORDED 2013 AS DOCUMENT NUMBER IOLS- 578/.27 1QITEM NO. 13 < RECIPROCAL EASEMENT FOR ACCESS, PARKING, UTILITIES, AND SURFACE DRAINAGE PURPOSES AMONG Underground Service Alert AN EASEMENT OF UNDETERMINED WIDTH IN FAVOR OF SAN DIEGO GAS AND ELECTRIC COMPANY, A ALL THREE UERS THE DIFFERENT PROPERTY OWNERS PER CITY CONDITION OF APPROVAL SCG OFESS/ ONq� CORPORATION, FOR ELECTRIC PUBLIC UTILITY PURPOSES, TOGETHER WITH THE RIGHT OF INGRESS RECORDED 2013 AS DOCUMENT NUMBER 2013 - W /1S BEFORE yo Call. TOIL Free G AND EGRESS THEREFROM PER FILE NUMBER 77- 104022 RECORDED MARCH 22, 1977 OF OFFICIAL �OPR L ��, RECORDS OF SAN DIEGO COUNTY. OPORTION OF CALLE MAGDELENA TO BE VACATED AND RESERVING AN EASEMENT FOR PUBLIC UTILITIES °I THIS EASEMENT ENCUMBERS A PORTION OF LOT 3 OF MAP NO. 8116 FILED MAY 28, 1975 IN THE AND STORM DRAIN PURPOS S BY OF ENCINITAS CONSISTING OF APPROXIMATELY 1,244 SQUARE FEET RECORDED 2013 AS DOCUMENT NUMBER :O[3-Og9W.$f a 38382 A OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. 3 THIS EASEMENT WILL NEED TO BE QUITCLAIMED AND A NEW EASEMENT GRANTED FROM CALLE _ O GRADING AND DRAINAGE PLAN SHEET C5 FOR TWO WORKING DAYS / L MAGDALENA TO THE NEW SDG &E ELECTRICAL PAD MOUNT TRANSFORMER REQUIRED FOR THE NEW [ADESCTRIPTION OF THE CONSTRUCTION NOTES IN CIRCLES BEFORE YOU DIG '9T. ��\ IN -N -OUT BURGER RESTAURANT. O N HEREON. OF CALF ¢ a r 0 z a 0, o ma N U oz w oz rn� z LL N o �M OQ �m 3� CHANGE NO. DESCRIPTION PP OVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. �` M.S.L. G.R.H. M.S.L. CITY OF ENCINITAS POINT NUMBER 1031 STATION NAME: ENC 31. „ - 2.5 CITY OF ENCINITAS A S BR SS DISC IN THE NORTHWEST CORNER OF DRAINAGE BOX ON NORTH SIDE OF ENCINITAS BOULEVARD AND 700 FEET EAST OF WESTLAKE STREET ELEVATION = 182.995 FEET (NAVD88) HORIZONTAL: AS NOTED VERTICAL: AS NOTED PLANS PREPARED UNDER SUPERVISION OF DATE: 09 -10 -13 R.C.E. NO.: 38382 MARK S. LAMO RE X EXP.: 03 -31 -15 RECOMMEND D: APP �^+ MASIH MAHER C 42519 GLENN WORKS DIRECTOR 10 9 1 3 0 DATE DATE �i DETAILSHEETfOR: IN -N -OUT BURGER RESTAURANT 1 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. 30 C G , APN S 258- 112 -24 258 - 112 -23 258 - 112 -22 PLANNING CASE NO: 12 -162 MUP DR CDP //'�_ f' /� V ` 11600 -G ?0. c7 Q Z� -- ¢ A z w Z U a Zd _� SHEET 2 OF 24 JN 12008 -12008 02dss U: r 0 z a 0, o ma N U oz w oz rn� z LL N o �M OQ �m E VANDAL PROOF GRATE AND FRAME IN FOSSIL FILTER FLO -GARD SELECT BACKFILL WITH GENERAL NOTES COMPLIANCE WITH ADA REQUIREMENTS PLUS SHALLOW DEPTH NO ROCKS LARGER (12 ") CATCH BASIN INSERT THAN 3" IN DIAMETER - BroFUTxATroxcNAmBCR 1. ASSESSORS PARCEL NUMBERS: 258 - 112 -24, 23, AND 22. S" MODEL NO. FGP2436F8 INLET GRATING PIPE TRENCH MODULAR WETLAND SYSTEMS -LINEAR 2.0 SURFACEAREA rALCs Oe o 21' VAULT TYPE ZSLr226 N= 3S705F 2. EXISTING CITY ZONE: GC, GENERAL COMMERCIAL ZONE, SCENIC/VISUAL CORRIDOR OVERLAY S 2N O moo U a R. (S /VCO) AND WITHIN THE COASTAL APPEAL ZONE. 0 �PV� s2oF Qc - - WETLANDS xR F «R� �6 L SIDE AMlACE ARE, = 70.20 SF W9 C =� MD nlaamMAN ODMNXFRNZNG x 26' H = 9.67 SF \NS�a << = III =III - PEOwRATES ,�,� 3. PROPOSED LAND USE FOR LOT 3: SIT -DOWN RESTAURANT WITH ADRIVE- THRULANE S - ENG SURFACE All& = 19.24 SF REQUIRING A CITY MAJOR USE PERMIT, DESIGN REVIEW ro 6" °lil x D= PEAK IKEA ue, 0IS RATE T0FAL wERANG AlI SURTACEAWA PERMIT AND A COASTAL DEVELOPMENT PERMIT. .N - Ln 205 C S O? � ;I 12 GPM = 89.445E p a P :� .,< :ou✓ RATE `- " c� , w<,,, =,' � ; , ", �,, " � "EVii°z � f s�� 4. BUILDING SETBACK /YARD REQUIREMENTS: N Of C/L - 5.'Y "�A sut va. l •f ~ t . - ~- i� +. w v� PFEIRIFAIIMFMFri1EP - ~ SPEC/FTCA770A5 o #4 BAR CONTINUOUS AT INS ": SRFACE sr� M mTA<_ STREEORSDIE YARDD- 200FEETT cD O.D. 01VEVSro.VS RRURFATMENT RLTER LOADING PATE REAR YARD - 0 FEET. > ; 12° ON CENTER WHEN z a cruvecr .scrAavTOw = ' " a;;mw m wI Lww ro u,1C 82/2 GPM / 50 Sr CARNI x z a p eNnc PLAN VIEW bvnc m,, s' as raF -L84 - THAN DEPTH IS GREATER a w z 0 TOP CE CURE TO INVERT our n6c n Caro Lac 0 0 - >_ Q g m = 5.91' wnr now cavlrtroL awrxr 5. COMMUNITY: CITY OF ENCINITAS. CLASS 560 -C -3250 3:3: dTl a "1T= 6. GENERAL PLAN: GENERAL COMMERCIAL (GC) PER 3 -29 -1989 GENERAL PLAN AMENDED DRAINAGE _ - 8 -24 -2005 AND MIXED -USE COMMERCIAL (MU -C) PER GENERAL PLAN 2035. OR 560- C -3250P W =III II =III II =III CONCRETE INLET = it TI TI L5 > 6" PIPE O.D. 6" 7. INDIAN TRIBAL LANDS: NONE TO OUR KNOWLEDGE. = 0 NOTES: *: 8. FAULT ZONE: NONE PER THE CONSTRUCTION TESTING AND ENGINEERING INC. PRELIMINARY i SILT AND DEBRIS CONTAINMENT AREAS (1) FOR TRENCHES DEEPER THAN 4 FEET, FOLLOW REQUIREMENTS GEOTECHNICAL INVESTIGATION REPORT DATED JANUARY 13, 2012, CTE JOB NO. m ABOVE REPLACEABLE ABSORBENT- FILLED 2 L i OF THE EARTHWORK SPECIFICATION. E5� 10 -10912 PREPARED FOR IN -N -OUT BURGER. POUCHES IN A DURABLE WOVEN MESH 11 FILTER BODY WITH A STAINLESS STEEL (2) BEDDING MATERIAL SHALL CONSIST OF SAND, GRAVEL, C/L troAR a�acrSm �' �x 9. LIQUEFACTION POTENTIAL: NONE PER THE CONSTRUCTION TESTING AND ENGINEERING INC. \ SUPPORT FRAMES osl+ C/L io / CRUSHED AGGREGATE OR NATIVE FREE - DRAINING GRANULAR "� _ " amETnaw PRELIMINARY GEOTECHNICAL INVESTIGATION REPORT DATED JANUARY MATERIAL HAVING A SAND EQUIVALENT NOT LESS THAN 30 °PEA' 13, 2012, CTE JOB NO. 10 -10912 PREPARED FOR IN -N -OUT NOTE: AND A MAXIMUM GRAVEL SIZE OF 1/4 ". `< j kyN�h 5 BURGER. i FLO -GARD PLUS SHALLOW DEPTH INSERTS MAY BE INSTALLED hx y ti *u u k WITHOUT ABSORBENT POUCHES DURING COURSE OF CONSTRUCTION (3) NEW FIRE SERVICE LINES SHALL HAVE A MINIMUM COVER OF 10. MAXIMUM BUILDING HEIGHT: 30 FEET OR 2 STORIES, WHICHEVER IS LESS. P AS A SEDIMENTATION CONTROL DEVICE. AFTER CONSTRUCTION, 30" IN NON- TRAFFIC AREAS AND A MINIMUM COVER OF 36" IN :..�v I �+ -------------- -- � "" "^• ' "'' ^'- .,,'.> -. REMOVE SEDIMENT AND INSTALL ABSORBENT POUCHES. TRAFFIC AREAS PER N.F.P.A. 24 SECTION 8.1. _ ° 11. REQUIRED PARKING IS: 92 SPACES PER THE EXISTING DEVELOPMENT SUMMARY TABLE SHOWN h iRmnEB PPES ... ° mm�nlll nnnmm� nlmnllnn Illnnnnlnl Innnnl!s IRA15f[R 4- cu ssnN ON SHEET C2. A = B = OUTSIDE OF NOTE, (4) ALL EXISTING SURFACES OF PAVING, CURBS, SIDEWALK AND ® +• `,. " r 3' 8" DIAMETER PVC PIPE SOFTSCAPE SHALL BE REPAVED OR RESTORED TO A CONDITIONsMwPS 6 EIn 12. HERE ARE 112 EXISTING PAVED PARKING SPACES ON SITE. (REFER TO THE EXISTING DRAINAGE PROTECTION SYSTEMS AT (888) ANY O 26 I WHICH EXISTED PRIOR TO DEMOLITION AS REQUIRED FOR NEW 3 - "` ` " "° 6 DEVELOPMENT SUMMARY TABLE SHOWN ON SHEET C2) THE INSTALLATION AND MAINTENANCE COMPANY OF KRISTAR e° caavEl eE„c;Ir 4• -a• �3•_ 21_ S• ENTERPRISES, INC. AND SHOULD BE CONTACTED FOR UTILITY CONSTRUCTION. pDy 8 M T �Al 4° FILL ALL VOIDS BETWEEN O.D. INFORMATION ON LOCAL SERVICE CONTACT. W*dnR 4° aro x DISCHARGE 5._0. 1 13. FOR 90 DEGREE PARKING, THE STANDARD STALL SIZE IS 9' WIDE BY 18' DEEP WITH A 24' (5) EXISTING SOILS HAVE NEGLIGIBLE POTENTIAL FOR METAL LOSS LEFTENDV/EW 6 2r'-o° 6' WIDE TWO WAY DRIVING AISLE. OF PIPE AND CUT OUT AREA FROM ELECTROCHEMICAL CORROSION PROCESS. DO NOT PREM"I/RNT CHAT 22'-0° RIGHT END VIEW OF DRAIN BOX WITH CONCRETE INSTALL PROTECTIVE COATINGS ON ALL METAL PIPES. DISCRARSR CRAMM 14. THE CITY PLANNER IS: ELEVATION VIEW TODD MIERAU DRAIN BOX NOTES BOX SIZE MAINLINE WYE Q @ �E 12" -INCH 12" 24" 12" 24" ALHAMBRA FOUNDRY CO., LTD. OR BY TEE END CAP SIZE EQUAL [NARROW SLOT, 0.5" WIDE 12" -INCH VERT. HORIZ. VERT. HORIZ. 4* (MAX.) OPENINGS] 14"x14" GALVANIZED O HORIZ. LINE OF SOLID ROOF OVER I I LINE OF PILASTER COLUMN AT EACH END OF THE - FLOW_ CAST IRON GRATE AND FRAME - 11 X - I FLAW 2' -3" TRASH ENCLOSURE I SWINGING GATES MANUFACTURED FOR IN -N -OUT V -6" V -6" 6" 2' -6" AND RATED FOR TRAFFIC CONDITIONS. 3' -6" V -6" 4' -6" 2' -3" I 2' -0" SECURE GRATE AGAINST THEFT. 24" -INCH 24" 36" 24" 36" ALHAMBRA FOUNDRY CO., LTD. OR BY VENT PIPE I I SOLID METAL FRAMED SEWER PIPE 1 4' -6" EQUAL [NARROW SLOT, 0.5" WIDE 24" -INCH SEWER PIPE (MAX.) OPENINGS] 26 "x26" GALVANIZED 22 CAST IRON GRATE AND FRAME MANUFACTURED FOR IN -N -OUT AND RATED FOR TRAFFIC CONDITIONS. SECURE GRATE AGAINST THEFT. 24" -INCH 22" 34" 34" 46" ALHAMBRA FOUNDRY CO., LTD. OR BY EQUAL [NARROW SLOT, 0.5" WIDE 31 (MAX.) OPENINGS] 24 "x36" GALVANIZED CAST IRON GRATE AND FRAME MANUFACTURED FOR IN -N -OUT 18 AND RATED FOR TRAFFIC CONDITIONS. SECURE GRATE AGAINST THEFT. MODULAR w869 SYSTEMS INC 1 n!AME nArE TITLE: /�Ir, /S• / /n /Cn D �. I� CITY OF ENCINITAS ASSOCIATE PLANNER DETAIL B 19 LEGEND INSTALLATION NOTES? OC BOX see VVJ L l \ A ` 505 S. VULCAN AVENUE w n OCEANSIDE CA J20 ?9 oRA4Y,v FOSSIL FILTER DETAIL C ®YawLNCELacR /NCrR _ ENCINITAS, CA 92024 MANUFACTURED BY KRISTAR ENTERPRISES, INC. INLET WATER TRANSFER SYSTEM T. IN'S7A[[ UNIT ON [[uEL TIED of GRAI/El. OF AT LEAST 6" IN DERRI www.modular[Yeilods.com _ o;,�i ^ (�,Q ( A 2. CONCRETE 28 DAY COMPRESSII/E STRENGTH Ec =5,000 PSI. PROPRETARY AND CONTIDENTIAL - � LJ � L/ 1 ��� (760) 633 -2693 AT 800 -579 -8819) UTILITY TRENCH DETAIL WETLAND MED14 S. REINFORCING: ASTM A -6/5, GRAOE so. - - -- tmiera0®encinitasca.gov NOT TO SCALE NOT TO SCALE PDWT T MOISTURE 4. RATED FOR PARKWAY LOADING 300 PSC THE INFORMATION CONTAINED IN THIS DRAWING S COMMENTS SIZE DIAG. III RED' / 5 THE SOLE PROPERA' 0 VInu[AR DIET 4N REkMION LAYS JOIN' SEALANT Rum RDe3ER SS -s -00210 SYSTEMS INC. NO E 00-1,011 TLI1 OR As V 4 L - - -- 15. MAXIMUM LOT COVERAGE IS 30 PERCENT. ,MANHOLE / ACCESS NOTCH A WPOLR IVF0�n c -vl C S h 2f�07 0. - -- 5CALE TITS UNITS = INCHES svEET I OF 1 16. MAXIMUM FLOOR AREA RATIO (FAR) IS 1.0. INSTALL ALHAMBRA FOUNDRY 17. REQUIRED LANDSCAPE AREA: 15 PERCENT OF THE TOTAL SITE. PROPOSED FINISHED GRADE OF DIRT A -1240 HEAVY DUTY COVER DETAIL "Jn PROPOSED FINISHED 71 AND FRAME OR EQUIVALENT. SURFACE OR A.C. MODULAR WETLAND SYSTEMS - LINEAR UNDERGROUND VAULT COVER SHALL BE MARKED "SEWER" PAVEMENT NOT TO SCALE CLEANOUT �CLEANOUT m 4 ".R:V..C: SLEEVE = THREADED.,.. ,: A INSTALLATION MEET ALL MANUFACTURER'S RECOMMENDffJONS, A .A ' • D 1?TER ;WITH.:4 "•: DIAMETER. : , :.... BRASS' TFIREAD.EO:.FERRULE ' . . ' ... .. VERT. MIN. SEE SCHEDULE 4" DIA. PVC RISER 4" DIA. PVC RISER CONSTRUCT CONCRETE SURFACE / "' DETAIL wAnO 18 22 4" DIA. P.V.C. (CLASS 520 -C -2500) . �HORIZ ADDITIONAL 45' BEND 4" DIA. P.V.C. AROUND FRAME AND PIPE BLOCKING AS CONCRETE DRAIN BOX 45' BEND DIRECTED NOT TO SCALE TYPICAL BEARING SURFACE TYPICAL PROFILE TYPICAL BEND TEE OR VALVE NOTES 1. THRUST BLOCK BEARING AREA BASED ON ALLOWABLE SOIL BEARING VALUE OF 1500 psf PRESSURE AND 225 psi LINE PRESSURE WITH S -O" COVER MINIMUM. FOR BEARING = 1000 psf, 1.5 x AREA SHOWN FOR BEARING = 500 psf, 3.0 x AREA SHOWN 2. ALL THRUST BLOCKS SHALL BE CLASS "B" CONCRETE AND PLACED AGAINST UNDISTURBED SOIL. I I PANEL SWINGING GATE SANITARY SEWER TWO -WAY CLEANOUT 3. PRIVATE ENTSITE THRUST BLOCKS WITH MINIMUM } I I NOT TO SCALE DETAIL 1' 58 REQUIREMENTS AS OUTLINED IN N. F.P. A. 24. z m x I ONSITE THRUST BLOCK a z a U i t NOT TO SCALE of a= Lr= w° rrn CD 0 °° I �� (W/1 Q= m w o N w w z a I N a= PROPOSED FINISHED INSTALL VANDAL PROOF LID AND n ° ° -, � w 0 I ¢ m I GRADE OF DIRT CLEANOUT FRAME FLUSH WITH PROPOSED a � w of z w I m w o GRADE OR SURFACE w=¢ -60_ 1- a 17 F °0 0 I WALL CLEAN of �owwW ��w I I OUT III i z m~ a a= m V) w w II w w a z- w } .. PROPOSED FINISHED a INSTALL ALHAMBRA FOUNDRY N w 0 W-_ W o z¢ 0 0 ¢ w F 0 3 3 4" P.V.C. SLEEVE-THREADED , SURFACE OR A.C. A -1240 HEAVY DUTY VANDAL N N w n z °- . w 0 of IL = z I a m x ADAPTOR WITH 4" DIAMETER � PAVEMENT (0 Ljj J z a¢ W z a~ 12^ I I N N a BRASS THREADED FERRULE PROOF COVER AND FRAME (COVER 0 0 0 � ° I v N ' EQUIVALENT B MARKED FUSH WITH HE OR 4" P.V.C. SLEEVE-THREADED 0 10" I J z 0 PROPOSED GRADE CLEANOUT ADAPTER WITH 4" DIAMETER o I I 0 0 0 INSTALL A UND Y " BRASS THREADED FERRULE A -1240 HEAVYDUTCOVER Q SHALL AND FRAME Mp % N. COVER 7� " BE MARKED STORM DRAIN ") CONSTRUCT CONCRETE PROPOSED FINISH ED / - SS 520 -C -2 GRADE OF DIRT PROPOSED CONCRETE OR EQUIVALENT (CLASS 500) " _ �� o I AROUND FRAME AND N OR A.C. PAVEMENT °O oo fi RISER . P.V.C. PIPE ° I � IIII VIII..I I °° 010 +I '.� CONSTRUCT CONCRETE' `O :< MAINLINE P.V.C. WYE 4" DIA. P.V.C. FITTING WITH 4" BRANCH 45' BEND CLASS 520 -C -2500) 7" 1 " �" 'p9 /N INc z MAINLINE AROUND FRAME AND _ > <::.' " STORM DRAIN PIPE a 4" DIA. P.V.C. a RISER 4" DIA. P.V.C. _ - 45' BEND 43 •a 1. INSTALL 4" DIAMETER STAINLESS STEEL ENVIROMARKER DISC, -1111' MAINLINE WYE FITTING - MANUFACTURED BY ALMETEK INDUSTRIES, INC. (908 -850- 9700), OR 111= a _ w "'o- w INSTALL PLUG WHEN CLEANOUT EQUIVALENT. ° n AINLINE STORM =111 a o S LOCATED AT HE END OF A III o II DRAIN STORM DRAIN LINE 2. APPLY MARKER PER MANUFACTURER'S THEFT PROOF SUB - SURFACE Underground S @ ry I c @ A I @ rt 4" DIAMETER 61 _ , 1n 0 MOUNT INSTALLATION RECOMMENDATIONS, WITH RIVET FASTENER. SEWER TRAP a n WHEN SHOWN ON PLAN, STATION EFORE y 3' -0" AND /OR INVERT ELEVATION APPLY 4 3. LOGO AND COLOR OF DISC TO BE PRE - APPROVED BY OWNER PRIOR TO e R OG Call: Toll Free CONCRETE FOOTING AT THIS POINT ° I ORDERING. P PER FOUNDATION PLAN - - - C' NOTE: 1/8" PER FT. MIN. FLOW DETAIL "H° 25 SITE STORMWATER RUNOFF DOES NOT DRAIN INTO THIS TRASH ENCLOSURE TRENCH DRAIN. THIS SANITARY SEWER DETAIL "Gn 55 Q1toFESS/ , TRENCH DRAIN ONLY ACCEPTS THE WASH RUNOFF FROM THE HOSE BIBBS INSIDE OF THE COVERED TRASH ENCLOSURE Q�� S• LAMP F INSTALL LATERAL DETAIL "E° 44 SEWER PIPE TWO WORKING DAYS AND DISCHARGES IT UPSTREAM OF A SITE GREASE INTERCEPTOR. STORM DRAIN CLEANOUT o NOT TO SCALE y ��x Cz SANITARY SEWER CLEANOUT BEFORE YOU DIG > No. 3838 m NOT TO SCALE 3 DETAIL TRASH ENCLOSURE TRENCH DRAIN DETAIL REFER TO GRADING AND DRAINAGE PLAN SHEET C5 AND UTILITY 3 F O� AND STORM DRAIN PLAN SHEET C6 FOR A DESCRIPTION OF THE O NOT TO SCALE OF CAIII CONSTRUCTION NOTES IN CIRCLES SHOWN HEREON. ¢ 3 r DESIGNED BY: DRAWN BY: CHECKED BY: 0 F CHANGE NO. DESCRIPTION APPROV DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL M.S.L. G.R.H. M.S.L. ENGINEERING DEPARTMENT APPROVA S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. a - d CITY OF ENCINITAS POINT NUMBER 1031 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP DETAIL SHEET FOR: �� ZU STATION NAME: ENC -31. 2.5" CITY OF ENCINITAS BRASS DISC IN HE HORIZONTAL: AS NOTED DATE: 09 -10 -13 M , IN -N -OUT BURGER RESTAURANT NORTHWEST CORNER OF DRAINAGE BOX ON NORTH MASIH MAHER C42519 GLENN PRUIM C51274 130 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. ��±± W z SIDE OF ENCINITAS BOULEVARD AND 700 FEET VERTICAL: AS NOTED yn R.C.E. NO.: 38382 ENGINEERING PIBLI� WORKS DIRECTOR 11600-V Zv EAST OF WESTLAKE STREET - �'° -�-«- I olgr / 13 /o %%/3 APN S 258 - 112 -24, 258 - 112 -23, 258 - 112 -22 Z d ELEVATION = 182.995 FEET (NAVD88) MARK S. LAMO RE X �r� w EXP.: 03 -31 -15 DATE DATE PLANNING CASE NO: 12 -162 MUP /DR /CDP SHEET 3 OF 24 NF -- - JN 12008 -12008 03das v 0 �a N U I Z O� Lo w oz ate' DIN rn <; N N°e O o 00 rn� MAINLINE WYE SURFACE PIPE \ FITTING / MAINLINE WYE 90' BEND TEE END CAP SIZE FITTING HORIZ. VERT. HORIZ. VERT. HORIZ. 4* HORIZ. VERT. HORIZ. LINE OF SOLID ROOF OVER I I LINE OF PILASTER COLUMN AT EACH END OF THE - FLOW_ 1/8" PER FT. MIN. - 11 X - I FLAW 2' -3" TRASH ENCLOSURE I SWINGING GATES V -0" V -6" V -6" 6" 2' -6" V -0" 3' -6" V -6" 4' -6" 2' -3" I 2' -0" 2" DIAMETER I 51 2' -0" MAINLINE S -0" V -6" MAINLINE 5' -6" VENT PIPE I I SOLID METAL FRAMED SEWER PIPE 1 4' -6" DETAIL nFn 46 SEWER PIPE NOTES 1. THRUST BLOCK BEARING AREA BASED ON ALLOWABLE SOIL BEARING VALUE OF 1500 psf PRESSURE AND 225 psi LINE PRESSURE WITH S -O" COVER MINIMUM. FOR BEARING = 1000 psf, 1.5 x AREA SHOWN FOR BEARING = 500 psf, 3.0 x AREA SHOWN 2. ALL THRUST BLOCKS SHALL BE CLASS "B" CONCRETE AND PLACED AGAINST UNDISTURBED SOIL. I I PANEL SWINGING GATE SANITARY SEWER TWO -WAY CLEANOUT 3. PRIVATE ENTSITE THRUST BLOCKS WITH MINIMUM } I I NOT TO SCALE DETAIL 1' 58 REQUIREMENTS AS OUTLINED IN N. F.P. A. 24. z m x I ONSITE THRUST BLOCK a z a U i t NOT TO SCALE of a= Lr= w° rrn CD 0 °° I �� (W/1 Q= m w o N w w z a I N a= PROPOSED FINISHED INSTALL VANDAL PROOF LID AND n ° ° -, � w 0 I ¢ m I GRADE OF DIRT CLEANOUT FRAME FLUSH WITH PROPOSED a � w of z w I m w o GRADE OR SURFACE w=¢ -60_ 1- a 17 F °0 0 I WALL CLEAN of �owwW ��w I I OUT III i z m~ a a= m V) w w II w w a z- w } .. PROPOSED FINISHED a INSTALL ALHAMBRA FOUNDRY N w 0 W-_ W o z¢ 0 0 ¢ w F 0 3 3 4" P.V.C. SLEEVE-THREADED , SURFACE OR A.C. A -1240 HEAVY DUTY VANDAL N N w n z °- . w 0 of IL = z I a m x ADAPTOR WITH 4" DIAMETER � PAVEMENT (0 Ljj J z a¢ W z a~ 12^ I I N N a BRASS THREADED FERRULE PROOF COVER AND FRAME (COVER 0 0 0 � ° I v N ' EQUIVALENT B MARKED FUSH WITH HE OR 4" P.V.C. SLEEVE-THREADED 0 10" I J z 0 PROPOSED GRADE CLEANOUT ADAPTER WITH 4" DIAMETER o I I 0 0 0 INSTALL A UND Y " BRASS THREADED FERRULE A -1240 HEAVYDUTCOVER Q SHALL AND FRAME Mp % N. COVER 7� " BE MARKED STORM DRAIN ") CONSTRUCT CONCRETE PROPOSED FINISH ED / - SS 520 -C -2 GRADE OF DIRT PROPOSED CONCRETE OR EQUIVALENT (CLASS 500) " _ �� o I AROUND FRAME AND N OR A.C. PAVEMENT °O oo fi RISER . P.V.C. PIPE ° I � IIII VIII..I I °° 010 +I '.� CONSTRUCT CONCRETE' `O :< MAINLINE P.V.C. WYE 4" DIA. P.V.C. FITTING WITH 4" BRANCH 45' BEND CLASS 520 -C -2500) 7" 1 " �" 'p9 /N INc z MAINLINE AROUND FRAME AND _ > <::.' " STORM DRAIN PIPE a 4" DIA. P.V.C. a RISER 4" DIA. P.V.C. _ - 45' BEND 43 •a 1. INSTALL 4" DIAMETER STAINLESS STEEL ENVIROMARKER DISC, -1111' MAINLINE WYE FITTING - MANUFACTURED BY ALMETEK INDUSTRIES, INC. (908 -850- 9700), OR 111= a _ w "'o- w INSTALL PLUG WHEN CLEANOUT EQUIVALENT. ° n AINLINE STORM =111 a o S LOCATED AT HE END OF A III o II DRAIN STORM DRAIN LINE 2. APPLY MARKER PER MANUFACTURER'S THEFT PROOF SUB - SURFACE Underground S @ ry I c @ A I @ rt 4" DIAMETER 61 _ , 1n 0 MOUNT INSTALLATION RECOMMENDATIONS, WITH RIVET FASTENER. SEWER TRAP a n WHEN SHOWN ON PLAN, STATION EFORE y 3' -0" AND /OR INVERT ELEVATION APPLY 4 3. LOGO AND COLOR OF DISC TO BE PRE - APPROVED BY OWNER PRIOR TO e R OG Call: Toll Free CONCRETE FOOTING AT THIS POINT ° I ORDERING. P PER FOUNDATION PLAN - - - C' NOTE: 1/8" PER FT. MIN. FLOW DETAIL "H° 25 SITE STORMWATER RUNOFF DOES NOT DRAIN INTO THIS TRASH ENCLOSURE TRENCH DRAIN. THIS SANITARY SEWER DETAIL "Gn 55 Q1toFESS/ , TRENCH DRAIN ONLY ACCEPTS THE WASH RUNOFF FROM THE HOSE BIBBS INSIDE OF THE COVERED TRASH ENCLOSURE Q�� S• LAMP F INSTALL LATERAL DETAIL "E° 44 SEWER PIPE TWO WORKING DAYS AND DISCHARGES IT UPSTREAM OF A SITE GREASE INTERCEPTOR. STORM DRAIN CLEANOUT o NOT TO SCALE y ��x Cz SANITARY SEWER CLEANOUT BEFORE YOU DIG > No. 3838 m NOT TO SCALE 3 DETAIL TRASH ENCLOSURE TRENCH DRAIN DETAIL REFER TO GRADING AND DRAINAGE PLAN SHEET C5 AND UTILITY 3 F O� AND STORM DRAIN PLAN SHEET C6 FOR A DESCRIPTION OF THE O NOT TO SCALE OF CAIII CONSTRUCTION NOTES IN CIRCLES SHOWN HEREON. ¢ 3 r DESIGNED BY: DRAWN BY: CHECKED BY: 0 F CHANGE NO. DESCRIPTION APPROV DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL M.S.L. G.R.H. M.S.L. ENGINEERING DEPARTMENT APPROVA S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. a - d CITY OF ENCINITAS POINT NUMBER 1031 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP DETAIL SHEET FOR: �� ZU STATION NAME: ENC -31. 2.5" CITY OF ENCINITAS BRASS DISC IN HE HORIZONTAL: AS NOTED DATE: 09 -10 -13 M , IN -N -OUT BURGER RESTAURANT NORTHWEST CORNER OF DRAINAGE BOX ON NORTH MASIH MAHER C42519 GLENN PRUIM C51274 130 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. ��±± W z SIDE OF ENCINITAS BOULEVARD AND 700 FEET VERTICAL: AS NOTED yn R.C.E. NO.: 38382 ENGINEERING PIBLI� WORKS DIRECTOR 11600-V Zv EAST OF WESTLAKE STREET - �'° -�-«- I olgr / 13 /o %%/3 APN S 258 - 112 -24, 258 - 112 -23, 258 - 112 -22 Z d ELEVATION = 182.995 FEET (NAVD88) MARK S. LAMO RE X �r� w EXP.: 03 -31 -15 DATE DATE PLANNING CASE NO: 12 -162 MUP /DR /CDP SHEET 3 OF 24 NF -- - JN 12008 -12008 03das v 0 �a N U I Z O� Lo w oz ate' DIN rn <; N N°e O o 00 rn� TYPICAL BEARING SURFACE PIPE REDUCERS, 11 1/4' AND 22 1/2' BEND 45° BEND 90' BEND TEE END CAP SIZE HORIZ. VERT. HORIZ. VERT. HORIZ. VERT. HORIZ. VERT. HORIZ. VERT. 3" AND 4" 1' -6" 0' -9" V -6" V -0" 2' -3" V -3" V -6" V -0" V -6" V -6" 6" 2' -6" V -0" 3' -6" V -6" 4' -6" 2' -3" 4' -0" 2' -0" 2' -0" 2' -0" 8„ S -0" V -6" 1 4' -3" 2' -3" 5' -6" 3' -0" 5' -0" 2' -6" 1 4' -6" V -6" NOTES 1. THRUST BLOCK BEARING AREA BASED ON ALLOWABLE SOIL BEARING VALUE OF 1500 psf PRESSURE AND 225 psi LINE PRESSURE WITH S -O" COVER MINIMUM. FOR BEARING = 1000 psf, 1.5 x AREA SHOWN FOR BEARING = 500 psf, 3.0 x AREA SHOWN 2. ALL THRUST BLOCKS SHALL BE CLASS "B" CONCRETE AND PLACED AGAINST UNDISTURBED SOIL. I I PANEL SWINGING GATE SANITARY SEWER TWO -WAY CLEANOUT 3. PRIVATE ENTSITE THRUST BLOCKS WITH MINIMUM } I I NOT TO SCALE DETAIL 1' 58 REQUIREMENTS AS OUTLINED IN N. F.P. A. 24. z m x I ONSITE THRUST BLOCK a z a U i t NOT TO SCALE of a= Lr= w° rrn CD 0 °° I �� (W/1 Q= m w o N w w z a I N a= PROPOSED FINISHED INSTALL VANDAL PROOF LID AND n ° ° -, � w 0 I ¢ m I GRADE OF DIRT CLEANOUT FRAME FLUSH WITH PROPOSED a � w of z w I m w o GRADE OR SURFACE w=¢ -60_ 1- a 17 F °0 0 I WALL CLEAN of �owwW ��w I I OUT III i z m~ a a= m V) w w II w w a z- w } .. PROPOSED FINISHED a INSTALL ALHAMBRA FOUNDRY N w 0 W-_ W o z¢ 0 0 ¢ w F 0 3 3 4" P.V.C. SLEEVE-THREADED , SURFACE OR A.C. A -1240 HEAVY DUTY VANDAL N N w n z °- . w 0 of IL = z I a m x ADAPTOR WITH 4" DIAMETER � PAVEMENT (0 Ljj J z a¢ W z a~ 12^ I I N N a BRASS THREADED FERRULE PROOF COVER AND FRAME (COVER 0 0 0 � ° I v N ' EQUIVALENT B MARKED FUSH WITH HE OR 4" P.V.C. SLEEVE-THREADED 0 10" I J z 0 PROPOSED GRADE CLEANOUT ADAPTER WITH 4" DIAMETER o I I 0 0 0 INSTALL A UND Y " BRASS THREADED FERRULE A -1240 HEAVYDUTCOVER Q SHALL AND FRAME Mp % N. COVER 7� " BE MARKED STORM DRAIN ") CONSTRUCT CONCRETE PROPOSED FINISH ED / - SS 520 -C -2 GRADE OF DIRT PROPOSED CONCRETE OR EQUIVALENT (CLASS 500) " _ �� o I AROUND FRAME AND N OR A.C. PAVEMENT °O oo fi RISER . P.V.C. PIPE ° I � IIII VIII..I I °° 010 +I '.� CONSTRUCT CONCRETE' `O :< MAINLINE P.V.C. WYE 4" DIA. P.V.C. FITTING WITH 4" BRANCH 45' BEND CLASS 520 -C -2500) 7" 1 " �" 'p9 /N INc z MAINLINE AROUND FRAME AND _ > <::.' " STORM DRAIN PIPE a 4" DIA. P.V.C. a RISER 4" DIA. P.V.C. _ - 45' BEND 43 •a 1. INSTALL 4" DIAMETER STAINLESS STEEL ENVIROMARKER DISC, -1111' MAINLINE WYE FITTING - MANUFACTURED BY ALMETEK INDUSTRIES, INC. (908 -850- 9700), OR 111= a _ w "'o- w INSTALL PLUG WHEN CLEANOUT EQUIVALENT. ° n AINLINE STORM =111 a o S LOCATED AT HE END OF A III o II DRAIN STORM DRAIN LINE 2. APPLY MARKER PER MANUFACTURER'S THEFT PROOF SUB - SURFACE Underground S @ ry I c @ A I @ rt 4" DIAMETER 61 _ , 1n 0 MOUNT INSTALLATION RECOMMENDATIONS, WITH RIVET FASTENER. SEWER TRAP a n WHEN SHOWN ON PLAN, STATION EFORE y 3' -0" AND /OR INVERT ELEVATION APPLY 4 3. LOGO AND COLOR OF DISC TO BE PRE - APPROVED BY OWNER PRIOR TO e R OG Call: Toll Free CONCRETE FOOTING AT THIS POINT ° I ORDERING. P PER FOUNDATION PLAN - - - C' NOTE: 1/8" PER FT. MIN. FLOW DETAIL "H° 25 SITE STORMWATER RUNOFF DOES NOT DRAIN INTO THIS TRASH ENCLOSURE TRENCH DRAIN. THIS SANITARY SEWER DETAIL "Gn 55 Q1toFESS/ , TRENCH DRAIN ONLY ACCEPTS THE WASH RUNOFF FROM THE HOSE BIBBS INSIDE OF THE COVERED TRASH ENCLOSURE Q�� S• LAMP F INSTALL LATERAL DETAIL "E° 44 SEWER PIPE TWO WORKING DAYS AND DISCHARGES IT UPSTREAM OF A SITE GREASE INTERCEPTOR. STORM DRAIN CLEANOUT o NOT TO SCALE y ��x Cz SANITARY SEWER CLEANOUT BEFORE YOU DIG > No. 3838 m NOT TO SCALE 3 DETAIL TRASH ENCLOSURE TRENCH DRAIN DETAIL REFER TO GRADING AND DRAINAGE PLAN SHEET C5 AND UTILITY 3 F O� AND STORM DRAIN PLAN SHEET C6 FOR A DESCRIPTION OF THE O NOT TO SCALE OF CAIII CONSTRUCTION NOTES IN CIRCLES SHOWN HEREON. ¢ 3 r DESIGNED BY: DRAWN BY: CHECKED BY: 0 F CHANGE NO. DESCRIPTION APPROV DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL M.S.L. G.R.H. M.S.L. ENGINEERING DEPARTMENT APPROVA S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. a - d CITY OF ENCINITAS POINT NUMBER 1031 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP DETAIL SHEET FOR: �� ZU STATION NAME: ENC -31. 2.5" CITY OF ENCINITAS BRASS DISC IN HE HORIZONTAL: AS NOTED DATE: 09 -10 -13 M , IN -N -OUT BURGER RESTAURANT NORTHWEST CORNER OF DRAINAGE BOX ON NORTH MASIH MAHER C42519 GLENN PRUIM C51274 130 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. ��±± W z SIDE OF ENCINITAS BOULEVARD AND 700 FEET VERTICAL: AS NOTED yn R.C.E. NO.: 38382 ENGINEERING PIBLI� WORKS DIRECTOR 11600-V Zv EAST OF WESTLAKE STREET - �'° -�-«- I olgr / 13 /o %%/3 APN S 258 - 112 -24, 258 - 112 -23, 258 - 112 -22 Z d ELEVATION = 182.995 FEET (NAVD88) MARK S. LAMO RE X �r� w EXP.: 03 -31 -15 DATE DATE PLANNING CASE NO: 12 -162 MUP /DR /CDP SHEET 3 OF 24 NF -- - JN 12008 -12008 03das v 0 �a N U I Z O� Lo w oz ate' DIN rn <; N N°e O o 00 rn� > EX. "NO FED Q 6 50 I 18 "CCS W ESTIMATED EX. 1.5 x2.5 x4 °rq�ROSSWq�K�S �Np� 60�Ge 3 108 co z o• QUANTITIES DEMOLITION CONSTRUCTION NOTES _ SDG &E Gq ED N RW EA CINI a�"�_ o Z 2 55,710 S.F. 101 SAWCUT AND REMOVE EXISTING ONSITE A.C. PAVEMENT (ASSUME 5" THICK) AND AGGREGATE BASE (ASSUME 2° - 303A8 a 10 "PCV 1 V 1 V /� o �n ca - / 2 - - - � - , _ � � , ` - , ` / � � � ^S � � �_ _ o � THICK), CONCRETE CURB, AND CONCRETE SIDEWALK FROM THE SITE AND HAVE IT RECYCLED OFFSITE. 1, �' 6,400 S.F. 102 REMOVE FROM THE SITE ALL DEBRIS, VEGETATION, MAJOR ROOT SYSTEMS, RUBBISH AND OTHER ORGANIC 1'5 G v BO -- w ¢ 18•• MATERIALS RESULTING FROM THE DEMOLITION WORK AND SITE CLEARING OPERATIONS AND DISPOSE OF IN A ULEVARp B LEFT CLEAN. SMOOTH OUT DIRT TO A UNIFORM CONDITION AFTER DEMOLITION WORK IS COMPLETED. SITE IS ,� �4 0 o v CCS W TOGAS MANNER. 2.5'x3 �'2�289 148.21' ':::.:: °SDG �° - .` Ta - - -10 "p 1vl o �w m ? ° d; W REC. G I / / W - - - -- 103 REMOVE FROM THE SITE EXISTING UNDERGROUND AND ABOVE GRADE UTILITY AND STORM DRAIN LINES IN RW 4v a X n V W 0 122. 3 - ° - i � ti wJ ci �' /a \ CONFLICT WITH THE PROPOSED GRADES OR IMPROVEMENTS. ABANDON ALL OTHER EXISTING UTILITIES AND 1 / 36 ?�')'. :: :: i?:�".:�'5' ' > ?'i :' WM ,�;_.,�.. 2 ~py STORM DRAIN LINES IN PLACE. UTILITY IMPROVEMENTS TO INCLUDE BUT NOT BE LIMITED TO POWER, P1252 j� ° 107 84.89' ° - d� 9703 P , \ TELEPHONE, NATURAL GAS, DRAIN PIPES, SANITARY SEWER, WATER, IRRIGATION, AND CABLE TELEVISION TO A Q x -� / \ < NgQ 5 4 "E / - - _ - y o GP x �xx• D 10 L- DRIVEW4, i T- POINT 2' FROM THE PERIMETER PROPERTY LINE OR AS SHOWN HEREON. ALL WORK TO BE DONE IN 101 1 1 107//"'; >:'.''!'t''': Nml3 w // 13.05 TC �"�� o - 9 ^ (1.4128" CONFORMANCE WITH CITY, COUNTY AND UTILITY COMPANY REQUIREMENTS. RECORDED DEPTH AND LOCATION OF v 04 - L_73 22.11• CAPPED OFF UTILITIES FOR FUTURE USE BY THE OWNER AND /OR IN -N OUT BURGER, SHALL BE PROVIDED TO ¢ 12.46 F a ° ¢ .11' v 7 5.,46 / --� � - � � � Tm � -� o v � / wl3 a / S ° ° G ? THE PROJECT ENGINEER AND VERIFIED BY THE THE PROJECT ENGINEER, PRIOR TO ANY BACKFILLING OF UTILITY - ¢ co CAPS. OBTAIN APPROVAL FROM UTILITY PROVIDER PRIOR TO REMOVAL OF EXISTING UTILITIES. / c r o ¢ F -RAH -e rn n �X. 1'x2'x4' TALL Q co TSPB co EX. 5' TALL CLF x \ I T N o SG MW / I 1 / LEC. PED. 32 N ___ \\ \\ ^ a O I 1 e 1 a, ; - r.j N € t5 `a? 15 "TR 1 \ -- 104 CONTRACTOR TO VERIFY WITH THE OWNER AND IN -N -OUT BURGER ALL SITE FEATURES TO BE DEMOLISHED AND VARIES FROM 0.8' S. 1111 I1 1 \ \ o -" A / 115 PG f R' 6P �' X80 4 37 14.76 TC, 4.36 L TO 0.2' N. OF R 11 \ \ \\ I �! 03 z 13 �� ° I-- GP R= 20.00' 1 \ REMOVED FROM THE SITE (INCLUDING LIMITS OF WORK) AND THE OWNERSHIP OF SAID IMPROVEMENTS PRIOR TO / 11• O2 cn 0 SLAND 14.98 FS \ COMMENCING WORK. \ n / 11 Iyw /5 1 7 °G _ q .� L= 28.16' r`i i N TSPB w EX. 1.5'x1 5'x4' ALL 111111 _ �� x 6" GP w a GP Q 2'a I 1 \ u -:{ SDG &E GAS PE fG 15 EA. 105 REMOVE EXISTING ONSITE TREE, LIMBS, AND ITS ROOT SYSTEM. CLF 5' TALL ° ° 15 "TR 1 ~ 24 ° � EX. Sx3'i;3' TALL SDG &E W \ 101 L.F. 106 REMOVE EXISTING GUARD RAIL AND DISPOSE OF OFFSITE. Il 1 111 1\ / / u' 28�•ppo CL F''. ''`.'. ° °� OV , a = 19' TALL PM #D32905 68220 EX. 3.5'x6.5' EX. VALERO GAS 111 \ I o >( RpE EN 3 {�' 101 a ° . -- /COVERED o, ° CANOPY _ sDG &E V T. J - - - -- 107 PROTECT IN PLACE EXISTING PRIVATE ONSITE AND OFFSITE IMPROVEMENTS. > > � o. PSN 5 G 12.i9 FS. - - GAS °DIS EN5ER, I r STATION FREEWAY I I 1 I'y11 �' 11 O � �� � �,� k � � > > Z "(R 26iF 32 P' 04 { � .a _I � in 1 POLE SIGN III 1 11 ��� 1 \\ / 17 I q v o -' '� X11 11 1 ° �� GP� / .ISLANDS. ° aI EAST SIDE OF EX. 11.5'x1Ii.T rn N Q - - - -- 108 PROTECT IN PLACE EXISTING PUBLIC OFFSITE IMPROVEMENTS. ,RON 116 Po° ° ESPRESSO BAR KIOSK CANOPY I a 3 r x 1 zo o f i A� 1 N o N GM a.�u£L ZANKS _ n P{ a° { P L ¢ d- / ° VARIES FROM 4.4' TO 5.2' �. OF PL > v ®I 1 EA. 109 REMOVE FROM THE SITE EXISTING TRASH ENCLOSURE. SLAND I Q �II II II \III I 1$11 1 i v EE GuPR Q, ° °� a./ L _e - F� 14'02 A� ~ r I 2,047 S.F. 110 DEMOLISH AND REMOVE FROM THE SITE THE EXISTING SINGLE STORY BUILDING INCLUDING THE CONCRETE SLAB AND n (P' -RO `V � FOOTINGS. A DEMOLITION PERMIT IS REQUIRED PRIOR TO COMMENCING WORK. ALL EXISTING ASBESTOS MUST BE � cn H� - - -I `O N \- 15 "TR 1 REMOVED IN A LEGAL MANNER BY A CONTRACTOR LICENSED TO HANDLE ASBESTOS MATERIALS PRIOR TO STARTING 11' 11. P rn EX' FOR D W 1 1 5 0g5 N rn 8•'W a BUILDING DEMOLITION WORK. SMOOTH OUT SOIL TO A UNIFORM CONDITION AFTER DEMOLITION WORK IS COMPLETED. I \ 1 1R w -� N co w C. 1 1 I 1 I ' 6 ° 0 0 t�. AREA IS TO BE LEFT CLEAN. ' Wx \ 1 1 11 1 1 I 1 8 1C I 1p5 ROw jp, RE cs 3• � 3^. ^ ^ � .- w WV W F mm II 1 I I 11� p,C 101 CF EX. SP ')' 1 .° `rte ^�2 ( 5' REC. 6 EA. 111 REMOVE FROM THE SITE EXISTING LIGHT POLE AND UNDERGROUND ELECTRICAL CONDUIT, PULL BOXES AND WIRING. LL 111 1111 II�11 1085 6,,-\g \ p113'ISG St OP 'I'' 111 °.. g 1 17 S Q WV I 1 1 3G F 10 �. y .:::' :1'4r }'fi FS' EXIST 5 EA. 112 REMOVE "DEL TACO PARKING ONLY" SIGN. STREET R/W x 1 1121 FS ) 11 12F5 ,5 P PPN ''�:. I 13.53 14.13 FS I 1pg3i 88 11. OGG\ COW O• is 19.12 FS '' 525' °GP ° 2,200 S.F. 113 SAWCUT AND REMOVE EXISTING OFFSITE A.C. PAVEMENT (ASSUME 5" THICK) AND AGGREGATE BASE (ASSUME 4" WEST LINE OF N.E. 1/4 OF 1 I 1115�F5 6X• REVa \N�PS 823 TIM g p \N' 14.08 FS 73.58 q {:;` 2 °' 14.12 FS N 4,77 FS Gp GPI PROPE TY a - I THICK), CONCRETE CURB, AND CONCRETE SIDEWALK FROM THE SITE AND HAVE IT RECYCLED OFFSITE. N.W. 1/4, SECTION 15, T.13 116 k 0 2. w EX. VALERO 138'4 AC GP LINE 1 EA. 114 REMOVE MONUMENT SIGN AND ITS CONCRETE FOOTING. `R.4W., S.B.M. PER MAP N0. x 111111 1111111' \ \ 1p. `Q PNV3oP N 2�8 gV \EpS '� 11 hA PG. ..._:E1 k P \PE 11 g 6x4.1' 7.9 14.17 FF v dN.' 325 ENCINITASIBND. / GP ° \ 8116 FILED 05 -28 -1975 1 lI 1 1111 IIII 1 �o 2A 6 25 •2 vn225 :.::'.,'G.' Sjp' \ OAIR /WTR STATION oR 5413 FS APN 258 -112_ "> / PROPANE GP ° \ I 291 L.F. 115 REMOVE SHORT RETAINING WALL AND ITS CONCRETE FOOTING. ci ..: 11111 11 I II 10.1 F \ \.O ..;: :.. O cn ° ¢ 1T TALL BUILDING '�`� TANK GP GP ° co 0 1,652 S °F I - - - -- 116 PROTECT IN PLACE EXISTING SURFACE IMPROVEMENTS WITHIN THE LIMITS OF DEMOLITION. Q. Fr. I I 1 s'rR 1 :� 60.1' { I 117 REMOVE EXISTING OFFSITE 8" WATER LINE, VALVE, AND BLIND FLANGE AT THE MAIN. 107 13.84 AC 41 FS NOTE: _ n I �____ THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN CONSTRUCTION QUANTITIES °, ° . ^ ^ G FOR BIDDING PURPOSES. THE QUANTITIES SHOWN HEREON ARE THE ENGINEER'S ESTIMATE ONLY. 11 1 1 1 I \ ° � � p ti U � i:'[ :.:::..:..... `:': GP 13.53 TC � �W F I 1 1 I II I I'MENT i ' T ` OM� 11 �g NG \ ¢ v v "�; :4: :a:'` >:: ?::` ': 0 116 �111111I1 1111111111 \I I pC PAVE \ °y\ �'a '� g� °J''��Q. 1� �1j "y cn o a \w� ~z w �a 1D 2 m n rn 3 v> n Q ¢ �j 0 0 1 72 " 1°4 O s PRIVATE ENGINEER GENERAL DEMOLITION NOTES a- �� 60' N ° 3 z co ,� N 108 1. THE HOURS OF ONSITE DEMOLITION SHALL BE LIMITED TO BETWEEN 7:OOAM TO 5:OOPM MONDAY THROUGH FRIDAY EXCEPT AS II II I T NOTED BY THE CITY BUILDING OFFICIAL. 111111 IIIIII \\ \ �12pFS . "': o o''x sy�o �° vw �"< II I \I \ I p9 73 pC 11 0 PG 6 "TR 1 9s sT GP Q w J ¢ o H G g2 2. ALL DEMOLITION WORK SHALL BE IN ACCORDANCE WITH THE ORDINANCES, REGULATIONS AND APPLICABLE CODES OF THE CITY \ 10 S O J� Q J�� OF ENCINITAS, AND WITH THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. IIII II \ \ly 105 YL \ ~� ¢o ~�w 1366 FS 111 I III I \\ \ T 5 ' � a ° ° �' ''' N > 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY o � o: cn io r- ¢ �.: o I IIIIII \\ \ \\ \ \ G' '� C (, / `SO `- ¢ �' J v 102 o N \ w Q RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS WHICH ARE TO REMAIN IN PLACE RESULTING DIRECTLY OR I 2 Z X Q w w ° ° O z \ I INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT THOSE EXISTING IMPROVEMENTS ARE SHOWN ON THIS PLAN. \ \ \ \\ \ \\ \ 103 \ ~ a 90.10' 0 ° 7 ® �z I 4 ATTENTION UNKNOWN OF ENCOUNTERED ENGINEER ER ANDLITHE PROJECT MANAGEROFORH�NTO THE oo 1 11 \ \ \ \ \\ 3 pC.�0 v° c� \ ¢ 62.40' 112.95 SCP cD "1 N BURGER, INC. PRIOR TO PROCEEDING WITH THE WORK. Og'1 " R O n rn 1° 5' n I 5. DUST SHALL BE CONTROLLED BY WATERING. �M /:5:.:;4i? 13.33 FS ° 3 TC ( v FL ao I 6. PRIOR TO COMMENCING ANY DEMOLITION WORK, THE CONTRACTOR SHALL OBTAIN A FIRE HYDRANT WATER METER FROM THE SAN DIEQUITO WATER DISTRICT AND THE METER SHALL BE USED AT ALL TIMES WHEN WATER IS BEING OBTAINED FROM A SAN DIEQUITO WATER DISTRICT FIRE HYDRANT. u5 ;t: 113 \ \ \\ \ \\ \ \ \ \ ,.� - \ A= 90'09'00" z a : j 7. THE LOCATION AND PROTECTION OF ALL UTILITIES AND SURVEY MONUMENTS OF EVERY NATURE, WHETHER OR NOT THEY ARE Df�I VEWAV: ':':; ': \ \ \\ ry o R =5.00 z N SHOWN ON THESE DRAWINGS, ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR WILL BEAR THE TOTAL o I a I EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES AND SURVEY MONUMENTS THAT HAVE BEEN DAMAGED OR DESTROYED VA\ \VA \A \ N N 57 : , \ \\ \� \ \ \\ \ \ \ \\\ 6 FS \¢ O / 65.81' ? DURING DEMOLITION. \ \\ /o \ \ 5 HDG 4 11 13'\23 FS : "'1':''''. 1310)TC 8. ALL ONSITE IMPROVEMENTS WHICH ARE TO BE REMOVED OFFSITE SHALL BE PROPERLY HANDLED AND DISPOSED OF IN 11 TR 3 12.90 TC, 12.5 FL COMPLIANCE WITH EXISTING CITY, COUNTY, STATE AND FEDERAL GUIDELINES AND REGULATIONS. 116 EX. 18' TALL BY 10' WIDE \\ \\ \� 1\ 8 •. ( °''1: 111 \ 7 105 102 \ 102 TR 3 2.91 FS 8 "AC DEL TACO MONUMENT SIGN \ \ \\ X11 1111 111\ 7 G \ ° U O 105 111 O ® 12.80 TC WV PER WO -75 -42 9• CONTRACTOR SHALL CONTACT THE UNDERGROUND SERVICE ALERT, 811, 48 HOURS IN ADVANCE OF COMMENCEMENT OF 3 a CONSTRUCTION, FOR EXISTING UTILITY LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 102 / e .�:i : 12.38 FL I TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES OF RECORD NOT SHOWN ON THIS DRAWING. (77.51)±INV. \ \ \\ IIII I I III 7 FS /"� ^ / 102 v ° C '4r; 108 / - r- ¢ 102 3.1 rC ' � ' I I I I I I I 1 k � ° / o n 103 S 12 59 qC - 11'48'54' :i:".'� � . �: '. 10. ADEQUATE BARRICADES, LIGHTS, FLAGMEN, SIGNS AND OTHER SAFETY DEVICES SHALL BE PROVIDED AS SPECIFIED IN THE 72 "SD OUTLET z 77.3 SAP - \ - a, R= 236.00' 113 TRAFFIC MANUAL PUBLISHED BY THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION LATEST DIVISION AND THE CITY b) �)I) \V, �'I_ / 0� -- - -- {ink -/ L= 48.66' OF ENCINITAS. N N i'O,i )\ SCP / / X DRIVEWAY 2.60 FI I 11. EXISTING CITY STREETS SHALL BE KEPT CLEAN OF ALL MATERIALS RESULTING FROM THE DEMOLITION OPERATIONS. THE C4 . / ( I { I ° I I I,I b / / �`v \ )'.`. 2.64 FS STREET RIGHT OF WAY SHALL BE CLEANED UP DAILY, AS NECESSARY, TO MAINTAIN SAFE PEDESTRIAN AND VEHICULAR X07.98 FS / - - - _ _ _ `,/ >:' ':'`: I PASSAGE AT ALL TIMES. ° / / /` I I I I I f / C I { 07 550 SS / / �i 102 °�°• - E \�Zi� \ �` O "BFD 116 12. ANY MODIFICATIONS OF OR CHANGES IN APPROVED DEMOLITION PLANS MUST BE APPROVED BY THE CITY OF ENCINITAS, AND 1`I,I 101 \ 103 6 B 1 "W 1 THE SUPERVISING ENGINEER AND OWNER. TRUE NORTH PROJECT NORTH / I / /j I. E GUARD RAIL (EMPTY : "WM 117 1�1 TR /2 � r- �. , ° � � 116 0 10 20 40 60 I / / I I I / /_ /J I f I I d - f 105 ° . - 1 W .`v c, N80'13 -57- R.'.: ` 13. A COPY OF THE DEMOLITION PERMIT AND APPROVED DEMOLITION PLAN MUST BE IN THE POSSESSION OF A RESPONSIBLE I I I ° TR 2 4Q5 TR 2 h Q L .: 2 51 FS FE WV \ PERSON AND AVAILABLE AT THE SITE AT ALL TIMES. nommommoom Li- 25' I I 105 cn 73.2' ° 12.81 FS ° 1 I I b{ s w 1 14. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION OPERATIONS, AS GRAPHIC SCALE I/ // I I I I� / J r I 1 1104 �; EXISTING DEL TACO 12.83 S 10510 "T BOR EX. 8' ALL DE ^M °� F� L ' 1238 j(C. 239 FS �� SCALE: 1 " =20' I / I / I f�l I //°�yl I ( 12.64 FS N 130 CALLE MAGDALENA _ -a - \© 1t TACO ONUM T SIGN ^ :''d°` '''.` 2'51 E- \ 2 "PEG�G GgVQ DIRECTED BY THE SUPERVISING ENGINEER, IN -N -OUT BURGER, OR GOVERNING AUTHORITIES. RETURN ADJACENT AREAS TO THE 7/38 FS APN 258- 112 -24 ° S- "0� : 18 P CONDITION EXISTING PRIOR TO START OF WORK. cp 8'g I I I I I I a �) I 12.67 FS ro =a. S Uj WETLANDS BOUNDARY o' l r".�, .: I I 1 T TALL BUILDING 110 N q ° k C "• J'f' : 2 "G V Sp p 15. CONTRACTOR IS REQUIRED TO OBTAIN A DEMOLITION PERMIT AND UTILITY DISCONNECTION PERMITS FROM THE CITY OF I I / od 2047 SQ. FT. ':::, q \ ENCINITAS AND UTILITY COMPANIES PRIOR TO COMMENCING ANY DEMOLITION WORK. od WETLANDDASSESSMENT y / 09.56 F / LOT 3 I / Q 103 102 �' 1F6 10' NN' 106 �FJ >/ 103 a i N \ 11.E 221 G 0 ° 11.55 FS 73.2, 12.30 FS - I N ro BOR\ 1 "G G 11 6 CF' 1g MN \p\ c� 0 12' F ce 0 s / ry/ \ 15 c ,. }iG •... � 151 5 0� 7 F I III 1 / / I I I I I I I I �y / �� I \ I- \ / S9 P 113 , . 11' X12• A \N J. 'p ` PARTIAL LEGEND O O� / ° / IIII \ / ro �� \ _ -{t12� �� - -° ROH� - - - - I 103 \ \ w 12 pRNEW�Y'..`. ?...'Str..: `;' 116 lip 2i \N 1$ Spg�P FH\ LOCATION OF EXISTING LIGHT POLE. " M 103 *�X1 „G *_�� * *�� Q 12 57 ACc ��t5'•< `� 12• F1- \ LIMITS OF ONSITE AND STREET DEMOLITION WITH NEW SITE IMPROVEMENTS CONSISTING OF W III/ / / d ?. ?: ° ro a • :: >% . '::: 11. 1.43 ACRES (62,420 S.F.) WITHIN THE ONSITE AREA PLUS 0.09 ACRES (3,860 S.F.) ° ° � ° ^:�„0.4:.�'.;::;:' %:':�'.� . '. :� T WITHIN THE STREET AREA FOR A TOTAL OF 1.52 ACRES (66,280 S.F.). \ ` ` - ¢ 101 N':. 108 3�3� - \� °o �5 S9i? 11 FS c�, ,Qrn / I I / / / 107 a� W N - - - - - - - �> _ >c, c9 S Q 11� :;.a: 23g6AG <y \ - ox EXISTING TREE, ROOTS AND LIMBS TO BE REMOVED (TOTAL OF 15 ONSITE TREES) I/ 158 S BeR orX��1 76 T." > F c7..- : >'. ':'.: ::'. Z � // / T 103 1 60R 101 1 I 1 2 �, q : : > :i >:''•'� :':i :'C`C :, :,: . :;. - 3E- CATV�EE- 1E-G3E ABANDON IN PLACE EXISTING UNDERGROUND UTILITY AND STORM DRAIN PIPE 3 i7s .U+ cn JET- )FSDXW -X-S* WHICH ARE NOT IN CONFLICT WITH THE NEW SITE IMPROVEMENTS OR REMEDIAL Q S.W. CORNER OF N.E. 1/4 OF I I I / / /? FS 112 11 1p 112 104 112 3 103 102 112 r0 �d �, 108 REC. / GRADING. REMOVE ALL OTHERS IN CONFLICT. N.W. 1/4, SECTION 15, T.13S., / / / / /o ; ?': TRASH 109 p / 11 __ __ qG r WV �\ R.4W., S.B.M. PER MAP N0. / / / NOLpSUtRE: _: SDGBdE E E SDG &E E go F \\ 1Q < REFER TO SHEET C2 FOR EXISTING AND PROPOSED EASEMENT NOTES. 8116 FILED 05-28 -1975 . 116.. # :.:.: •s1 10.21' N89'1 2'37 "W I/ / w HDG #4 HDG#4.:'')'.' ° / 3 115 107 \ r a N c7 E 72 SD HDG #4 EXISTING TREE AND SHRUB LEGEND S..W a ao ¢ w 115 0 0 w N c° 107 J (E)72 "SD \ G TR 1 QUEEN PALM TREE Z °- N c�1 _ o' "5 - -- 1 N \ T �g� # SHRUBS (3't TO 4't TALL) 10.5 FG O a +1 v ° z a c^ n "� 13.82 SMH \ �� �9F TR #2 PYGMY DATE PALM TREE HDG #1 INDIAN HAWTHORNS r �r cn a� ) J N OU w N -� a> 05.2 INV. ¢ '� '`�' FtOFESS /0 3 -° z w z /ro ° ~ a ib M N ^ �(05.1)INV: N ,S. cno v n \ O P �< TR #3 SYCAMORE TREE HDG #2 OLEANDER Y Z u1 n N N p '� ', L o= z \ ¢ T/ a o b z Q y-- "/ �� 5 • BOG F X a \ CITY OF ENCINITAS co o > r n, N c i ¢ o - J I N", �� �F yc TR 4 CALIFORNIA FAN PALM TREE HDG #3 CAPE HONEYSUCKLE w N \ PUBLIC WORKS BUILDING v: o ° o z o °L �'�� \ =° �3 G4 z # # a w I 160 CALLS MAGDALENA vi 3 0 N z ° a °' \ T w No 38382 m TR #5 SPANISH DAGGER TREE HDG #4 MISCELLANEOUS SHRUBS CONSISTING OF = o APN: 258- 112 -28 / cwi w I 05 \ \ A 1 ¢o >o I \ MAINLY ROSEMARY, HOPSEED BUSH, AND = WV FOR FH x J ~ o / �� /JJJ Q, TR 6 ARBUTUS TREE p w a c U N 2 \ # DWARF BOTTLE BRUSH 3 a �' C1 IL O 9TF OF CAE\F TR #7 PINE TREE (m N CHANGE NO. DESCRIPTION AS -$V 1E'C DATE BENCHMARK SCALE CITY OF ENCINITAS POINT NUMBER 1031 STATION NAME: ENC -31. 2.5" CITY OF ENCINITAS BRASS DISC IN THE HORIZONTAL: AS NOTED NORTHWEST CORNER OF DRAINAGE BOX ON NORTH SIDE OF ENCINITAS BOULEVARD AND 700 FEET VERTICAL: AS NOTED EAST OF WESTLAKE STREET. ELEVATION = 182.995 FEET (NAVD88) O SPECIAL SPECIAL DISTRICT APPROVAL DESIGNED D BY: DRAWN CHECKED BY- DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. HBY: PLANS PREPARED UNDER SUPERVISION OF DATE: 09- 10 -13, RECOMMEND D: APP O D: M DEMOLITION PLAN FOR: IN -N -OUT BURGER RESTAURANT C4, bus'. ?�Xw �a a N zoLLs y� R.C.E. NO.: 38382 l "� �^ ^^ °^� MARK S. LAMO R X EXP.: 03 -31 -15 MASIH MAHER C42519 GLENN PR IM 051274' ENGINEERING PUBLIC WORKS DIRECTOR 10 19 i 13 0 �e DATE DATE 130 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. APN 'S 258 - 112 -24, 258 - 112 -23, 258 - 112 -22 PLANNING CASE NO: 12 -162 MUP /DR /CDP ^ 11600 -G w °° m Z '482 w w J�W SHEET 4 OF 24 JN 12008-12008 C4dmo > N a -�- CROSSING, USE _ ro m o 35 N ° 3 x EX. 1.5'x2.5'x4' CROSSWgLK° SIGN �, t-^ ENCINITA n z ESTIMATED QUANTITIES ONSITE GRADING AND DRAINAGE PLAN CONSTRUCTION NOTES 1,690 L.F. 1� CONSTRUCT 6" CONCRETE CURB PER DETAIL "A" SHOWN ON SHEET C2. co N M -I - ._ �' ----- - - •- - SDG &E GA TALL m m of - a of Q c� c� s ED. 303q@ va o 0 0 0 34 39 36 o z o o °v 3 o ° N oz a w BO ULEVARD v Y 265 L.F. O2 CONSTRUCT VARYING HEIGHT CURB FACE TRANSITION PER DETAIL "A" SHOWN ON SHEET C2. 2 "gpp 5.38' 3 " �° Qw N v Q 3 325 L.F. CONSTRUCT 0' CONCRETE CURB PER DETAIL "A" SHOWN ON SHEET C2. -_ Ng4 73• 3 O < •- ° 5 3 2� A��48.21 21 .' ° a _ 0_1 `" a ,wJ - v ° O ?6 - I REC® N N 780 L.F. ®CONSTRUCT 6" CONCRETE CURB AND 18" GUTTER OVER 6" MINIMUM THICK 95% COMPACTED CLASS 2 AGGREGATE BASE OVER 12" MINIMUM THICK MOISTURE CONDITIONED SUBGRADE SOIL TO 2 PERCENT ABOVE 1 2 70 \2 �2% 39'1 ' . ( ° ' .122.3$' N/ ? mX WV OPTIMUM MOISTURE CONTENT COMPACTED TO AT LEAST 95% OF ITS L p125236 3 A. ° a' #� / t 0 CF 10.977C r WM ��� _ ; � j � �'"-- ---�� 2 / p/ 11.37TC 84. ?1 - iy( N_ w ° �; `t(a a h AJ� MAXIMUM DENSITY OVER 24" MINIMUM THICK MOISTURE CONDITIONED SUBGRADE SOIL TO 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT COMPACTED TO AT LEAST 90% OF ITS MAXIMUM DENSITY OVER 6" SCARIFIED SOIL MOISTURE CONDITIONED TO 2 PERCENT i pp ° o _._, -,_,_ �7,Oa s ° ^ ABOVE OPTIMUM MOISTURE CONTENT RECOMPACTED TO AT EAST OF ITS MAXIMUM DENSITY "B" \ \ \( °E \ - _ _ C #1 P w m x 4 a �70.87FL 11, r z �_ >49.. RIUC, v 2/ 90% PER DETAIL REFER TO "B" NSb'5 4 g,11`5 - o n �- v, u� 87 11.65TC w �� °� lc A / ° SHOWN ON SHEET C2. DETAIL ON SHEET C11 FOR CURB CUT SPECIFICATIONS. \ � - - 3 ' - -- � o 0 2 1_ o' x rn a 3 7 7. 8q 5 / o �� 11.15AC w � -� � � ^ ^ x o 0 11. � / x 5IC 92r 3.05 TC � �� 737 d"41'28- TRUE NORTH PROJECT NORTH 1+m22.11, 6,070 S.F. O5 CONSTRUCT 5" THICK 3,250 PSI .REINFORCED ON -SITE CONCRETE SIDEWALK OVER 6" MINIMUM THICK 95% 5�6 0 N f N o om 72.46 FS ° o ° aL_ 11, ti o rn TSP ° / GV 0 10 20 40 60 COMPACTED CLASS 2 AGGREGATE BASE OVER 12" MINIMUM THICK MOISTURE CONDITIONED SUBGRADE SOIL \ ¢ / ✓- -' -- ROH' / ¢ `- m LX. 1'x2'x4' Q TSPB TO 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT COMPACTED TO AT LEAST 95% OF ITS MAXIMUM EX. 5' TALL CLF \, \ \ \\ / \ \\ n I ,- �' 18 `'' C J w A -y ° r 1G z MW / % --a TALL I -1 / m €LEC. PED. ##$32 ° 15 "TR +1 GRAPHIC SCALE DENSITY OVER 24" MINIMUM THICK MOISTURE CONDITIONED SUBGRADE SOIL TO 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT COMPACTED TO AT LEAST 90% OF ITS MAXIMUM DENSITY OVER 6" SCARIFIED SOIL a VARIES FROM 0.8' S. �` \1 \\ \ \` \ o wor 19 r 51 . S l 1 PG 1ti a r 6= 80'4'037 OP I 4,76 TC, 14.36 FL MOISTURE CONDITIONED TO 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT RECOMPACTED TO AT TO 0.2' N. OF R I \ \ \ \\ I ' �_ \ O� �' k1 �° GP R= 20.00' 4.98 SCALE: 1 " =20' EAST "C" "D" / ivy m G� ISLAND r 1 L= 28.16'TSPB FS EX. 1.5k1.5'x4' TALL 90% OF ITS MAXIMUM DENSITY PER DETAILS AND SHOWN ON SHEET C2. REINFORCEMENT TO AT 18" ON \ ,\ N n D a ° GP - / .° < SDG &E GAS PED. CONSIST OF NO. 3 REBARS CENTER EACH WAY AT MID - HEIGHT OF SLAB. EX. 5' TALL , , \ \, \ ` \ I j °'o �\ non i G f D 12.40TC r i �� 2 05 pR 90AC ° .I \ 5 "TR 1 4,240 S.F. © CONSTRUCT 6" THICK 4000 PSI REINFORCED CONCRETE PAVEMENT OVER 6" MINIMUM THICK 95% COMPACTED CLF \ I\ \ 11 N 26� OGR F 112 o EX. 3'x3'i;3' TALL SDG &E / ° 9' TALL PM 68220 EX. 3.5'x6 .5' W CLASS 2 AGGREGATE BASE IN DRIVE THRU LANE AND TRASH ENCLOSURE APRON (7" THICK). PLACE EX. VALERO GAS \\ STATION FREEWAY , �` \X\ I\ 1 POLE SIGN \\ \ \\ ��. \ \ ( 7 I o ( o RGL 5N 6NG 3p \' N o a. �' ,� 11tP FS G 2 / 12'.°19 FS. n�, ° I q Cy °o a r X11? 11322(0 \ 0 1T ° o (� (y {� 4 G S�DVSREN5E . 0 CANOPY #D32Q05 I A R° J GP ! SLANpS. a aI EAST SIDE EX. 11.5x1$.7 I SDG &E VLT. J i( os < PERCENT�ABOVE OPTIMUM MOISTURE CONTENT COMPACTED TO ATEEASTi95 %EOFSTSGMAXIMUM DEN ITV OVER 24" MINIMUM THICK MOISTURE CONDITIONED SUBGRADE SOIL TO 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT COMPACTED TO AT EAST 90% OF ITS MAXIMUM DENSITY OVER 6" SCARIFIED SOIL \ ` x \ \ \ \ \ \ \� o� , rn v \A1 i,+ �, Q o 113 c° �R N F -i 1 n p G G GM iN ao c> n 3 °.FU£L ZA'NKS i- a� n s 12.08FS cn J a. a ° a. ° A ° ESPRESSO BAR KIOSK CAhIOPY ° ° I° p P VARIES FROM 4.4' TO 5.2' �. OF R - tlISLAND n Q I MOISTURE CONDITIONED TO NEAR OPTIMUM MOISTURE CONTENT RECOMPACTED TO AT EAST 90% OF I MAXIMUM DENSITY PER DETAIL D" SHOWN ON SHEET C2. 112E � "" � ° � a 14 02 q� co t� �/ ®� 1,930 S.F. O7 CONSTRUCT 6" THICK 4000 PSI REINFORCED CONCRETE PAVEMENT COLORED BLACK OVER 6" MINIMUM THICK I E EO 90 5 ROH- - o 4 5 "TR 1 Q AGGREGATE BASE OVER Y MINIMUM THICKEMOISTURE CONDITIONED SUBGRADE SOIL TO 2P PERCENT ABOVE \ \ \`, \ \ \, , W 11. g9.�P _ N�rn Rp, \1- 10• 11� i� °'y° °�� rn a ":cn O2 74.46 FS ® 5 REC. OPTIMUM MOISTURE CONTENT COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DENSITY OVER 24" MINIMUM 3.62 FS �^ .L G THICK MOISTURE CONDITIONED SUBGRADE SOIL TO 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT W , \, \,\ 15 5 g1 r y° \ 3 �" ° 5' WV DFI� DENSITY OVER 6" C IF COMPACTED TO AT LEAST 90% OF ITS MAXIMUM DENSITY OVER 6" SCARIFIED SOIL MOISTURE CONDITIONED D x \ \` \ \ AG 1 1R GF ? °I 011 1G ^. 17- REC. NT TO 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT EAST 9MO OF ITS MAXIMUM �• 30 \ 11 WV DENSITY "D" SHOWN 6 Or \ I - _ _ - - EXISTING I PER DETAIL ON SHEET C2. 113215 13�a(5 12.35TC 11.85E 1112E P 12•45F(F 1514 Rte_ _ _ - J 3 4.73 FS - STREET R/W 60 L.F. ®CONSTRUCT APPROXIMATELY 18" TALL BY 22" WIDE SCREEN WALL PER DETAIL "D" SHOWN ON SHEET C91. WEST LINE OF N.E. 1/4 OF \ \ 1G 85 lid 1G 15 110�6F5 6 P \titi Pr1`l 1p 20 .yF\.. > 5 P 11• � ? �i 13.SSAC I oiJOIN �- ti 4,77 FS GP GPI EX, PROPERTY a .. � 3 EA. O CONSTRUCT A 12 "x12" CONCRETE DRAIN BOX, GRATE AND FRAME PER DETAIL "A" SHOWN ON SHEET C3. N.W. 1 4 SECTION 15, T.13 ., \ \ \, \` \ \ RAW., S.B.M. ( 4 y. CGCJ\ CgMO' �wM 0 5 6 n q6F 13.08TW 13.85FS Z9 (74.12)FS VALERO 3. 4AG GP 4.77 FF N N GAS I LINE 154 S.F. 10 INSTALL TRUNCATED DOMES DETECTABLE WARNING STRIP PER DETAIL "F" SHOWN ON SHEET C2. PER MAP N0. \ \ 8116 FLED 05 -28 -1975 x ,,\ ` \; \, III, F N Ew 1p5 3 ,11• q0 Np eRENG \N\ 112- NO N� •� 11, y 11' 13.7 11.37F5 13.40TC 73.75 C 72.90A STATION 14.15FS 325 ENCIMTAS I� GP \ I CONTRACTOR TO PROVIDE SAMPLE TO BUILDING INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION. \ 1 1 25AC gU1 �\. N o� N 22' 33 10.2 \ 60 \JQ 2 �N t4 \ 13;65pG 1 6 \ BLVD. o� APN 258 - 772 - PROPANE GP \ / ° n N 17' 22 ro TANK I TALL @UILpING N GP GP ° ° yrn 1,6L SQ. FT. t EA. 11 CONSTRUCT A NEW MONUMENT SIGN PER DETAILS SHOWN ON THE ARCHITECTURAL AND STRUCTURAL PLANS AND THE SIGN PACKAGES. ' ^ 20 l % Z 12• 73.5 I "� ' LOT FUTURE 5 "TR 1 1 SERVICE ° . 4 EA. 12 INSTALL NEW ACCESSIBLE SIGN AND POST PER CURRENT CITY AND ADA STANDARDS AS SHOWN ON SHEET C10. \ \ \, \ \� I�I \ \ X06 `ro N��N 5 1.1�3C pg \ 1 6OP m 13. 10'61F� \ \� 73.64 AC 23 3 M 3.84 FS I - 13 PARKING AND SYMBOLS ON PAVEMENT PER CURRENT CITY AND ADA \,\ \ 10.351pC \ \ \\ O g� N jG 1 - GP 0, ®WV C STANDARDS AS HEETEC,IONES LL CLF W /SLATS R A.C. 3.53 TC I 3.03 AC 72 - - - -- 14 PAINT STANDARD PARKING SPACE LINES, TEXT AS SHOWN, AND NO PARKING STRIPING ON PAVEMENT PER CURRENT CITY STANDARDS OR AS SHOWN ON SHEET C10. 1 •11 UNITS AND • r m STORAGE \\ \ \ \ \'���� I I �- PG �O,�NOYn F. p w o 4 0 �' 103 11 5ZC i rn °�07C F713 5' 60' R S 32,900 S.F. 15 CONSTRUCT 4" MINIMUM THICK ON -SITE A.C. PAVEMENT OVER 6" THICK CLASS 2 AGGREGATE BASE 25PG cQ� 1�3 3 T SUBGRADE DSOI TO LEAST PERCENT ABOVE OPTIMUM MOISTURE MINIMUM THICK MOISTURE TO AT EAST 95% OF ITS L W I MAXIMUM DENSITY OVER 24" MINIMUM THICK MOISTURE CONDITIONED SUBGRADE SOIL TO 2 PERCENT ABOVE 5 1 w ¢ J ¢ m EX. TRASH ENCLOSURE 15 OPTIMUM MOISTURE CONTENT COMPACTED TO AT LEAST 90% OF ITS MAXIMUM DENSITY OVER 6" SCARIFIED \ \ I \ I} \\ 0g7 3 pC 0 0 3 10 •„� 36' oU a ¢ �-oz� 14 WITH 6' TALL S LID METAL < w :- 13.56 FS SOIL MOISTURE CONDITIONED TO 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT RECOMPACTED TO AT +!\ \ \ \ �'o rc r ¢ o U 11.45TC o 73 \ N n C GATES ¢ 14 I LEAST 90% OF ITS MAXIMUM DENSITY. o o is 14 �" 66' 3 13 0.95AC toU G n 1 of \ ° on �18fi'08'28 "yt - - - z r° MM UU UU 1 x w N ^ , i ,~o ¢ a J ¢ P I z I 1 EA. 16 CONSTRUCT CONCRETE BLOCK, ROOF COVERED TRASH, RECYCLE BIN, AND STORAGE CONTAINER ENCLOSURE, NOT SUBJECT TO STORM WATER RUN -OFF, PER DETAILS SHOWN ON THE ARCHITECTURAL BUILDING PLANS - J0105A PG �< o0 ,� 0o 1 112 ry^ MOm' d 5 i ci r U AND ON SHEET C9. \ \ \\ \\ \\ \\ p9 59 PG 1G 12 0 tO ~ 18 F 0 U O 90.10' 1 0o 18 1 157.50' C 12.32AC 13.057C 112.95 SCP I \ \ \ \ \ am ,� ter¢ 3 29 70 00 d of 9 19 m o 0 14 12.15TC g 5 2.40 2.75TC z_ 1 EA. 17 CONSTRUCT 12" WIDE BY 13' LONG CONCRETE TRENCH DRAIN AT THE SPECIFIED ELEVATIONS SHOWN ON SHEET C7 AND PER DETAIL "D" SHOWN ON SHEET C3. INSTALL TRAFFIC RATED GRATE SECURED TO \ \ \ \ \\ \ \ \\ \ \ 5 FG 0g 13 G A I` 1G o 0 0 ^ ^ � 1 00 5 12.25gC 1.00TC 5 0 7n 1 n 5. JOIN I PROTECT AGAINST THEFT PER PLUMBING PLANS. TRENCH DRAIN IS NOT SUBJECT TO STORM WATER 14 11. TC o� 5 � g o 10. OAC 11.45TC I 11 rnAr, ° o 11.50AC t- �- U v 12.37TC "1 F- 12.207 ¢0 I o W 13.33 FS , RUN -OFF. 0.95A �� m M o 11.87AC B C18 1 ou, w11.70FL e� iv 1 u� 13,15 TC 10 EA. 18 CONSTRUCT A 24 x36" CONCRETE DRAIN BOX, GRATE AND FRAME PER DETAIL "A" SHOWN ON SHEET C3. 8 1 18 O o :d mM o v, 4 5 V 09 °� 0 90 'z N 1.657- � c�i i� / M C Q 5AC N (12.81 FL ) 14 EA. 19 INSTALL FLO -GARD PLUS SHALLOW DEPTH TRASH AND DEBRIS GUARD MODEL NO. FGP -2436F WITH \ 11 \ \ \\ \ o 0 o N N 109 \ 14 5 1 g o� o o A77 rn a ° ° 16=90 00'00 p ^ 14 O ro z 3 36 I CLIP -IN" PRE - TREATMENT FILTER POUCHES UTILIZING FOSSIL ROCK FILTER MEDIUM TO CLEANUP URBAN STORM WATER RUNOFF PER DETAIL "B" SHOWN ON SHEET C3. FILTERED FLOW CAPACITY =2.0 CFS 11.37TC R =5.00' 4 z 11. TC, 11.tOFL 30 NEW INOB \ \� \\ \ �� 8 y �_ 1 1- L =7.85' 11 88 �- 4 11 OTC 11 ao MONUMENT � SIGN 150 L.F. 0 CONSTRUCT 3' WIDE CONCRETE DRAINAGE SWALE OVER 6" MINIMUM THICK 95% COMPACTED CLASS 2 AGGREGATE BASE OVER 12" MINIMUM THICK 5 81 p MOISTURE CONDITIONED SUBGRADE SOIL TO 2 PERCENT ABOVE 1 10 13.05FS OPTIMUM MOISTURE CONTENT COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DENSITY OVER 24" MINIMUM THICK MOISTURE CONDITIONED SUBGRADE SOIL TO 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT ° ° p ° 1.9QA (° / m 70.6 TC 1 oo o 0 1 �„ 15 d rn 1. 4, 12.95TC 1 �' 4% COMPACTED TO AT LEAST 90% OF ITS MAXIMUM DENSITY OVER 6" SCARIFIED SOIL MOISTURE CONDITIONED TO 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT RECOMPACTED EX. 18' TALL BY 10' WIDE DEL TACO MONUMENT \ \ \ 1\ \ 8 _ G �- .12AC '. ^ ® 4F �10.10Q \ 0�• 10. 11.40 C ^ �- 0 2.05TC 5 u I 12.45FL,G6 TO AT EAST 90% OF ITS MAXIMUM "G" SIGN WITH A NEW IN -N -OUT BURGER SAME SIZE PANEL SIGN ONLY IF AN EXISTING BUILDING \ \ EG : T � � �- g o o t0.65TC 10.9 AC 1 _ � Q 11.55AC w \ nn r� 13.157 WV® - p "CF 35 DENSITY PER DETAIL SHOWN ON SHEET C2. PERMIT IS FOUND. IF A PERMIT IS NOT FOUND, \ \ 1° ` `�S _•, m , 0 11.657 1 4 G G o 17 .15FS 14 11 / 11 15AC �8 10.1.28 aE M M U o • � O N 12.65A� g' 2 ` 13,04TC ( 4 EA. 21 INSTALL BOLLARD PER DETAIL SHOWN ON SHEET C10. THEN THE EXISTING SIGN MUST BE REMOVED. \ \ \l I j I I I I G 2 y + 15 ¢ Q Bt a 29' -° t �. s N o 1/ }ao O 11'48'54" X13 g� R= 236.00'. L= 48.66' _W 1 "CF O NEW 25' 1 EA. ®CONSTRUCT A 24 "x24" CONCRETE DRAIN BOX, GRATE AND FRAME PER DETAIL "A" SHOWN ON SHEET C3. \. O N M M N U U ° �' �o "� °° ^ °' ° iD''�FS AC -- - - "' o c.� r a v� 6.95TC 5n o o Oi 7 5' 0¢ n n 4 10.25FS N 15 12 )° 4 N WIDE DR WY. 38 330 L.F. ©3 SAWCUT EXISTING HARDSCAPE AND PROVIDE A SMOOTH PAVEMENT TRANSITION AT THE JOIN LINE. co . \ \j \1 - 1 • . SCP �� ' 6 08.45E O'ici 0 �- 0 0 75 AC w r(p N m 15 / o o m m ° �n 13 13 u� o �n z 5.5' AT 9.1% 40 L.F. ® CONSTRUCT 12" WIDE GROOVE FOR CONCRETE ACCESS RAMP PER DETAIL "E" SHOWN ON SHEET C2. 1 N N ry 12.77TC 0.75AC 12___ / 0 "CF 14 N / ai ci ri of C 4.5 AT 1.57 p ' - TC 10 14 EA. ©5 INSTALL A "NO DUMPING ONLY RAIN IN THE DRAIN" STORM DRAIN SIGNAGE ON TOP OF THE DRAIN BOX / / I I I 10 25TC 11. TC, 10.78AC °° 4. 12.8 C U / 13.057 12.60 INLET CONCRETE WALL OR ON TOP OF THE CONCRETE CURB NEXT TO THE DRAIN BOX INLET PER DETAIL "H" o v 12.3 S ¢¢ r 0 °CF 4 o �n v U /� o o 0 T 7 2.55E 7 12.10FI t SHOWN ON SHEET C3. I/ I {112}r2A0TC .7 �j . 5 9.357 - 12 ETC ^ ^ ° t k112�o M� M c 2 0 2 80 I 7" 34 wv 1 EA. © PROTECT IN PLACE EXISTING TREE, LIMBS, AND ROOT SYSTEM. a �• ES _ 08.85 � �° M m C/ 2 2.37AC ^ N 13 .45TC 9.28TE, 08.78AC o aid; o t8 80TC °p 1 11.60TC 27 13.2 --- 1 .95FS � Ni cv C 113 30 2 pF ,n ` o 11,700 S.F. © CLEAN THE SURFACE OF THE EXISTING A.C. PAVEMENT, FILL IN THE CRACKS WITH ASPHALT, APPLY A SLURRY ASPHALT COAT OVER THE REPAIRED PAVEMENT, AND RESTRIPE THE PARKING LOT AS SHOWN PER 25' I I 08.30 700, 19 �10.50TC 11.10AC 12.7 A t0.00AC� "C t3 `� V1p 9 ` E DETAIL 1 ON SHEET C10. WETLANDS BOUNDARY--. I PER CARDRO ENTRIX J III N .� t. OYG / I Imi .gQFS /o°' 08.25 2 TC \�J N 1 - - / - 14 17 _ - - - - 1 .35E 36 230 LP 3 40 G% 1G 1 Gg PI P 170 L.F. ® INSTALL A 6' TALL TUBE STEEL FENCE ON TOP OF A BURIED CONCRETE STEM WALL PER DETAIL "A" SHOWN WETLAND ASSESSMENT S o' S , 'b I 7 F 10.58TC 11.70TC N 108 5 7' 13.62FS 15 g 10.08AC 11.20AC v� 1 .47 \ w r/, 1 G E 9 12,a fV 3 SO G 51g 11'6 G8�N 0�1 ZO 3 Sp 2 ON SHEET C11. "B" / $I % 0$ I 15 n w I FS 212 J. i 1 F 0 FV 12. 41N 840 S.F. ©9 CONSTRUCT A BIORETENTION LANDSCAPED AREA PER DETAIL SHOWN ON SHEET C11. / fII 14 I APN 258 - 112 -24 c O 3.75E � 13.55TC v FS \ r m^ in \\1_1 a 2 P p2• G, 10U1 130 LF. 30 CONSTRUCT A CONCRETE MOW STRIP PER DETAIL SHOWN ON THE LANDSCAPE PLANS. r 13.05 C '- 13. F m 0 5' 3. g z w\ I 1218 15iGgM SG 36 S.F. 31 CONSTRUCT LOOSE ROCK COBBLE TO DISSIPATE THE STORMWATER RUNOFF INTO THE NEW BIORETENTION 7 / / / 1 I M ° ° \ O x1 0 13.60FS \ o ¢ N 3' 3 510 p0 1N LANDSCAPED AREA PER DETAIL SHOWN ON THE LANDSCAPE PLANS. REFER TO DETAIL "B" ON 011 I O (/ / / J I I II I 09.2 C 13 0 SERVICE 08.7 FL 10.00 C \ - - E112j - CUSTOMER �p �1 p p 13. OF ANCE �IJVaIJVa�p ENTRANCE ? SL 12 FL OG? g \ 113 t9 H SHEET FOR CURB CUT SPECIFICATIONS. 05TC - _ _ - - - V� N 73.2 FS 135FF . w 13.78FF FS 558 0 . OTC 9.50 C \ 14 1 45TC 13. 1T SLAB 3,7750SSF n 13.757 /SLAB 1 45AC / w 5 (OG SP 121 12� pq1 pt Ge ` 53 L.F. 3 CONSTRUCT A 12" TALL TO 16" TALL CONCRETE CURB HEIGHT PER DETAIL "A" SHOWN ON SHEET C2. W / 13.78FS 5 "C 113.75FF TO 113.78FF 3 > I3.70F U vi O (� r 12 36 F ® P 11 36 LF. 33 CONSTRUCT AN 18" WIDE APPROXIMATELY 18" TALL SCREEN WALL PER DETAIL "C" SHOWN ON SHEET C11. Q/ / I 15 u� 3.6 TC 77 13.4FG � •.'` d� P 7 - -- M FI - 13. 5TC pM � 12 5 "G 0° 112.67PAD r ti 107.75BEP 5 rn U z 772 a � m m � 1i5t32TW F o v�) \ S BI k1G z J0112' 8 ° r 1N �1G 35 ~� �i o JO 19 FL G ` 's 170 LF. 34 GRIND A 2' WIDE 2" THICK OFFSITE A.C. PAVEMENT IN THE STREET AND CONSTRUCT A 2" THICK A.C. PAVEMENT OVERLAY FOR A SMOOTH JOIN. CY) / •.O G <o .- p O �i o 0 5 N 72.80 11 a \ 13.64FS 12 1� 38 C1 5 Y, Fv r 111 �! JC1 6 1,420 S.F. 35 SAWCUT AND REMOVE EXISTING OFFSITE CONCRETE CURB AND GUTTER, SIDEWALK AND DRIVEWAY APPROACH 11 13.65T PAY tl ° 1>E Rte 1 L' 10 - � Gi✓�G 12. a AND OFFSITE A.C. PAVEMENT AND AGGREGATE BASE IN STREET. ��- Al 31 a o 6, N 6/ 14.17TC a �, 31 713 W2 34 105 L.F. 36 CONSTRUCT OFFSITE 6" CONCRETE CURB AND 18" GUTTER OVER 4° MINIMUM THICK CLASS 2 AGGREGATE O Q S.W. CORNER N.E. 1/4 OF I /J / /0 O 6 M m 09 00 1 3 1.4% 13.67FL HP 5% 2 39 G REC. / BASE IN THE STREET PER SDRSD G -2, G -10, AND G -11 SHOWN ON SHEET C12. TI N.W. 1/4, SECTION 15, T.13S., RAW., S.B.M. PER MAP N0. 10.6 ^ _ - _ _ 1_ 7 1 - - - - -� - 12gO�F S S F WV `1Lp61 \ 805 S.F. 3 CONSTRUCT OFFSITE 4" THICK CONCRETE SIDEWALK IN THE STREET PER SDRSD G -7, G -9, G -10, AND G -11 10 1t d ,70° SHOWN ON SHEET C12. 8116 FILED 05 -28 -1975 10.21' N89'12'37 "W 7 - HDG #4 - 1 % 1 12521WF r 10 555 S.F. 38 CONSTRUCT OFFSITE 7.5" THICK CONCRETE DRIVEWAY APPROACH OVER 4" MINIMUM THICK CLASS 2 ° U ° HIM /J4 2 .1 AGGREGATE BASE IN THE STREET PER SDRSD G -26, G -10, AND G -11 SHOWN ON SHEET C12. 3 � °R 2 �0 � ° rv� U U moo " M m 87' o r +i o ca w =N a Un In or ~ Z° W o in inw o 0 " ' 0 3 oc�q HOG 43 E5 165 L.F. 39 CONSTRUCT A 12" WIDE STRIP OF 6" MINIMUM THICK, OR 1" THICKER THAN EXISTING, WHICHEVER IS O m m ¢, 0 1.'','� w N N o 0 0 o C4 C4 'ct � o P `* 0 O .- .- .- M NN Z O N L� 0 w ro A 151' `D e ° ° w ii F M t'• pFESS/ o v \ �'` QR U- !- M ^ GREATER, OFFSITE A.C. PAVEMENT OVER 4" MINIMUM THICK CLASS 2 AGGREGATE BASE IN THE STREET. 4 _ 4. `- IM +i z (L. = U.: moo•- , 18 ww'-U �� `- Li U (v U J d U' U M a0 N ° <d 1 O ,�G $. M W w ° w m N ° N � N`�1 ° ri v� vu�v� 01 rM rir a•.- � ai 0 - X M (.� � h - 8 EA. 90 INSTALL CONCRETE WIiEELSTOP PER DETAIL SHOWN ON THE ARCHITECTURAL DRAWINGS. Under round Service Alert 10.5 FG °� O x U N ii U N o \ v� ci r C5 19 x o F co , d .M- " H L� F� aI O Z N N Cp .- a. ti \ ,i' 0 ¢ m p co w n9 ) ,, ° 9 m S' Z 56 L.F. 91 CONSTRUCT 6° THICK 12" WIDE CONCRETE MOW STRIP NEXT TO THE BUILDING. o:0 r \ ° i ¢camo o� ° n i �m m��� F r r w w v° Nh zWZ 18 w° +1 v hu ° Call: Toll Free O m zo , \ r ct m m ZLL Ni \ o moN� ° roJ r- ~' M Nj N 'R e "� vi o �u zop o o i Z `t0 W m 14 °�. 2 EA. 9 ADJUST UTILITY BOX TO BE BUSH WITH THE NEW SLOPING GRADE. op c 81 1 Oq° fV O N z0 CITY OF ENCINITAS \� U. ON M 3 N ^ PUBLIC WORKS BUILDING -� `F-� NOnW NJO �Z d- 11F ,n, cJcv ri M �o_NO: oL = D< \ C �P g 5 3 N m 1V1\ o� w,r,H \ 9 EA. 93 PROVIDE A 4" WIDE SECTION OF 0" TALL CURB FACE TO ALLOW SURFACE WATER RUNOFF TO ENTER THE "B" � t 29 60 CALLE MAGDALENA �� 3 53' 4' z__ zz F"' N - _ \ OF CAl\ BIORETENTION LANDSCAPED AREA PER DETAIL SHOWN ON SHEET Ctt. u'4 TWO WORKING DAYS REFER TO SHEET C2 FOR EXCEPTIONS TO COVERAGE, APN: 258- 112 -28 EASEMENTS LOCATED OUTSIDE OF PROPERTY LINES AND 2 / W N - \ ° ° \\ BEFORE YOU DIG WV FOR FH ® v NOTE: PROPOSED EASEMENTS WHICH ARE SHOWN AS NUMBERS REFER TO SITE PLAN SHEET C9 FOR THE EXISTING TREE THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN CONSTRUCTION AND LETTERS INSIDE DIAMONDS HEREON. AND SHRUB LEGEND AND THE PARTIAL LEGEND. QUANTITIES FOR BIDDING PURPOSES. THE QUANTITIES SHOWN HEREON ARE THE ENGINEERS ESTIMATE ONLY. CHANGE NO. DESCRIPTION APPRO D DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY- ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. G.R.H. I M.S.L. - AS -BUILT -1 / CITY of ENCINITAS POINT NUMBER 1031 STATION PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: PRECISE GRADING AND DRAINAGE PLAN FOR: NAME: ENC -31. 2.5" CITY OF ENCINITAS BRASS DISC IN THE HORIZONTAL: AS NOTED DATE: 09 -10 -13 IN -N -OUT BURGER RESTAURANT �� NORTHWEST CORNER OF DRAINAGE BOX ON NORTH MASIH MAHER C42519 GLENN PRUIM C51274 130 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. SIDE OF ENCINITAS BOULEVARD AND 700 FEET EAST OF WESTLAKE STREET.i1 VERTICAL' AS NOTED QQ R.C.E. NO.: 38382 �c_�0 ENGINEERING/PUBUC WORKS DIRECTOR APN'S 258 - 112 -24, 258-112-23,258-112-22 11604 -G ELEVATION = 182.995 FEET (NAVD88) - - MARK S. LAM O EC1X EXP.: 03 -31 -15 DATE DATE PLANNING CASE NO: 12 -162 MUP /DR /CDP SHEET 5 OF 24 „ „ a i3 dog z i , W w ®i a ° EX. "NO FED S O 18 "CCS W CROSSING, USE I REFER TO CITY STANDARD DRAWING ESTIMATED QUANTITIES UTILITY AND STORM DRAIN PLAN CONSTRUCTION NOTES �i god? ICY S TAIL ES g5x4� CROSSWALK" SAN 'h� ENCINITAS N I ON SHEET C12 FOR THE UTILITY TRENCH BACKFlLL AND RESURFACING. &GD -- "- ED. - - N Z Z 3 15 L.F. 40 INSTALL 3" DIAMETER SDR 35 P.V.C. STORM DRAIN PIPE FROM THE BUILDING ROOF DRAIN TO THE CURB OUTLET o _ Jd-� K 2 _. 303Ag 70 "PCV RW x3'x2.5' T L �- - "" ----- I N a o I rr O� AS SHOWN ON THE PLUMBING PLANS. 289 -� _ - Y JI�1� 1 EA. 41 INSTALL 1500 GALLON GREASE INTERCEPTOR MANUFACTURED BY JENSEN PRECAST, MODEL JP1500EE PER DETAIL bj 1.5 "G BFD --- "- '-'- - - -7 - -''' ' �- - -- _ a > w BO °° ULE�ARD - Q 78 CC$ SHOWN ON THE PLUMBING PLANS AND SAMPLE BOX MODEL 2432 -Z PER JENSN PRECAST OR EQUIVALENT UNDER SEPARATE PERMIT. •38�--- ° _ ?'L a v� W N84'1321 q 2 °G ° ° a w a_ tv� SDG &E T z a RFC. 35 LF. 42 INSTALL 6" DIAMETER OFFSITE SEWER PIPE LATERAL IN THE STREET PER SDRSD SP -01, SP -02, SS -01, SS -03, - 3'7:49`- - , + a' ° ° 0 "p VC RW °fix N� WV ��w AND SS -04 SHOWN ON SHEET C14. LAY SADDLE FLAT NTH MAIN LINE.. PP P125236 P /L o m -_ .. . . _1 _ °Ix 84.89' y 0 2 ^p�� ; Z vw w] p�U \ �\ 240 L.F. 43 INSTALL 4" DIAMETER SDR 35 P.V.C. ONSrE SEWER PIPE AND FITTINGS. CONSTRUCT TRENCH PER DETAIL "C" SHOWN ON SHEET C3. N80' 52'14 "E ORIVEWAy XT 4 1 1, 5 EA. 44 INSTALL SEWER CLEANOUT ASSEMBLY TO GRADE PER DETAIL °E" SHOWN ON SHEET C3 OR EQUIVALENT. �•�,. --� 3 _- -�'" • -i N v "�...� P c� `^x'o+o INV. AT w L° 73. ° a 71 a v < 35 L.F. 45 INSTALL 4" DIAMETER SEWER VENT PIPE WITH A POSITIVE SLOPE OF AT LEAST 2 PERCENT UP TO THE BUILDING "C" 7 �-nr^ 55.E w ° Boa O S% �,cr _.. a..' o ° TSP Q AS SHOWN ON THE PLUMBING PLANS. CONSTRUCT TRENCH PER DETAIL SHOWN ON SHEET C3. EX. 5' TALL CLF Z° 63 C i Q -- -ROH- ,_.... EX. 1'x2'x4' TALL MW I 1 ELEC. PFD. #$32� o TSPB �" i5 "TR 1 \ 4 EA. 46 INSTALL TWO -WAY SEWER CLEANOUT ASSEMBLY TO GRADE PER DETAIL "F" SHOWN ON SHEET C3. a `� . a • 6= 80'4037 VARIES FROM 0:8' S. TO 0.2' N. OF T c°r,r ni sp -- ____° ISLgN6 GP R= 20.00' °G6( J I L= 28.16'TSPB \�2•p 170 L.F. 47 INSTALL NEW GAS SERVICE PIPE AND METER TO THE NEW IN -N -OUT BURGER RESTAURANT BUILDING PER SDG &E ° 4. .. CP -9 w EX, 1.5'x7.5'x4' ALL PLANS, STANDARDS AND SPECIFICATIONS. EX. 5' TALL f I o i' D a °. a SDG &E G S PE 5 "TR 7 fC \� 155 LF. 48 INSTALL NEW UNDERGROUND TELEPHONE SERVICE CONDUIT, BOXES, AND VAULTS TO THE NEW IN -N -OUT BURGER CLF _° 19' TALL EX. 3'x3'x3' TALL SDG &E EX. 3.5x6 5' BUILDING PER AT &T CALIFORNIA SEPARATE PLANS, STANDARDS AND SPECIFICATIONS. EX. VALERO GAS ( o r RO SN R�O�. g d a° ° PM D32005 68220 a eCOVERED moo° ° CANOPY # _ °DISPENSER; SDG &E V J 85 L.F. 49 INSTALL 6" DIAMETER SDR 35 P.V.C. ONSITE SEWER PIPE AND FITTINGS. CONSTRUCT TRENCH PER DETAIL "C" STATION FREEWAY POLE SIGN '�(RP g�FS 1.35TOG `11 2 y,• OS OO 0 .081NV. I GAS . a.1 O ° �{�_ �GP.l ., ISLANpS. -' - ° .I EAST SIDE OF EX. 11.5'x13.7' SHOWN ON SHEET C3. IRON 6 cam° P \N�M ae °° a ESPRESSO BAR KIOSK CANOPY I 4 °" ° I T� d Q I 200 L.F. 50 INSTALL NEW UNDERGROUND PRIMARY AND SECONDARY ELECTRIC POWER SERVICE CONDUITS, BOXES, VAULTS AND NEW IN KT 65 9,20 0 N 5 / \ ° P VARIES FROM 4.4 TO .2 . 0 5 W. R ,DUEL TANKS ° �P( F ISLAND ° ° ,' °i - m � ro N /R -N -OUT BURGER BUILDING PER SDG &E SEPARATE PLANS, STANDARDS PAD MOUNT TRANSFOR NS S TRANSFORMER TO THE AND SPECIFICATIONS. Q UPO 68 .FOG s I RP\� AO \ - - O I L -ROH- - a 15 "TR 1 8 r tj I � "WRFC. 1 20 L.F. 51 INSTALL 2" DIAMETER SEWER VENT PIPE WITH A POSITIVE SLOPE OF AT LEAST 2 PERCENT UP TO THE BUILDING /TRASH ENCLOSURE AS SHOWN ON THE PLUMBING PLANS. CONSTRUCT TRENCH PER DETAIL "C" SHOWN ON SHEET C3. W NW N °$ O ° 5 WV W F � 185 L.F. 52 INSTALL 2" DIAMETER COPPER WATER PIPE BETWEEN THE WATER METER AND THE NEW RESTAURANT BUILDING. CD N WV ' CONSTRUCT TRENCH PER DETAIL "C" SHOWN ON SHEET C3. U_ 7 I �titiP l - -_ ROH-- STREEN R/W I 1 EA. 53 INSTALL 2" DIAMETER ABOVE GRADE WILKENS MODEL 375 REDUCED PRESSURE BACKFLOW PREVENTION DEVICE, A o 2 P PN 6 \ - - - I PRESSURE REDUCING VALVE, CONCRETE SLAB AND CAGE PER WATER AGENCY STANDARD WR -01 SHOWN ON WEST LINE OF N.E. 1/4 OF \1 s 6a OGC'\ G CpM 0• wM ° \ EX• ��FN \-FPS 823 EX. ro, 52.5 *GP UG POC I rn ,n EX. I GP GPI VALERO PROPE TY A I SHEET C15. RAW., 1 S4, SECTION 15, NO. 8116 FILED 05 -28 -1975 x ' ` \ N PNO��yEN258 \NG q NV• Q pN 6 S. 6 Og INV. \ P , V\- F 65 o. ZP 50 5 I , GP 7-9 14 77 FF Gqs AT 0.6% Z- STATION I 325 ENCWITgS GP BLVD. LINE I 1 EA. 54 INSTALL 1" DIAMETER ABOVE GRADE IRRIGATION WILKENS MODEL 375 REDUCED PRESSURE BACKFLOW PREVENTION DEVICE, A PRESSURE REDUCING VALVE, CONCRETE SLAB AND CAGE PER WATER AGENCY STANDARD WR -01 SHOWN ON SHEET C15. \ 2A p26 6, �O( oo in o APN 258- 112 - 'O = PROPANE GP m T TALL BUILDING ° TANK v 0 GPGp° I 10 EA. 55 INSTALL STORM DRAIN CLEANOUT ASSEMBLY TO GRADE PER DETAIL "G" SHOWN ON SHEET C3. \ w 1,652 S LOTO FT ' �6 1 FUTURE SERVICE 5 "TR 1 ( 13 EA. 56 INSTALL NEW LIGHT POLE AND UNDERGROUND ELECTRICAL CONDUIT AND PULL BOXES AS SHOWN ON THE ELECTRICAL PLAN UNDER SEPARATE PERMIT. \ O DOOR a F G DAL WV F 130 LF. 57 INSTALL 314" DIAMETER COPPER HOT WATER PIPE AND 3/4" DIAMETER COPPER COLD WATER PIPE AS SHOWN ON PLUMBING PLANS. INSULATE BOTH PIPE WITH 314" THICK THERMACEL o r 5G 1' 'o o e P E LL CLF W /SLAT ( 170 L.F. * 58 INSTALL PRIVATE 6" DIAMETER C -900 CLASS 200 P.V.C. WATER FIRE LINE AND DUCTILE IRON FITTINGS WITH y c' ° °ENV• A O S E N 72 THRUST DETAIL N PER WATER AGENCY STANDARDS WT-01 (3 O \\ �p6 oQ5 AGE 60' R PAGES) HOWNON S ET C6ANDPERLOCAL FI EDEPARTM NTSTAND RDS. MEGA LUG RESTRAINT FITTINGS \ ya 6 \NN ¢ N S CAN BE SUBSTITUTED FOR THE CONCRETE THRUST BLOCKS WITH PRE - APPROVAL FROM THE LOCAL FIRE O O v > I T W DEPARTMENT. CONSTRUCT TRENCH PER DETAIL "C" SHOWN ON SHEET C3. MINIMUM PIPE COVER SHALL BE 30" IN NON - TRAFFIC AREAS AND 36" IN TRAFFIC AREAS PER N.F.P.A. 24 SECTION 8.1. Q ® ® I ¢ m EX. TRASH ENCLOSURE z a WITH 6' TALJ SOLID METAL ° ---� I 1 EA. * 59 INSTALL A 60" DIAMETER PRECAST CONCRETE STORM DRAIN MANHOLE WITH NO SHELF PER SDRSD M -3, SM -02 PRO�CPNRP , 4 �' 1I GATES GI° C C)z N > ° AND SM -04 SHOWN ON SHEET C13 AND SDRSD SM -05 SHOWN ON SHEET C14. Q`G�FP�ON to N86'08'28 "W w 0 145 L.F. 60 INSTALL NEW UNDERGROUND CABLE TELEVISION SERVICE 3" DIAMETER PVC CONDUIT AND PULL BOXES TO THE 1' N 0 0 00 z o o � w 55 ZZL 56 ro I 90.10' C 157.50' °D INV. AT z = vg > ? U I 1 EA. NEW IN -N -OUT BURGER BUILDING PER COX COMMUNICATIONS SEPARATE PLANS, STANDARDS, AND SPECIFICATIONS. 61 INSTALL 4" DIAMETER SEWER TRAP FOR THE COVERED TRASH ENCLOSURE TRENCH DRAIN PER DETAIL "D" SHOWN O j Go ZL �, ocn L ' 0 62.40' 0.6% 112.95 SCP " ", ON SHEET C3. �` II I o ° rn 46 ^ �� c1` 64 o j ° z 56 O w I 55 L.F. 62 o INSTALL 4" DIAMETER SDR 35 P.V.C. STORM DRAIN PIPE AND FITTINGS. CONSTRUCT TRENCH PER DETAIL "C" 00 �° o •C 4 M M W NIN o a o SHOWN ON SHEET C3. LZL G� i �} t p 0002L ` 40�°, o m ?J•p°1' o N86'OS'28 "W a ,n ° N o N3 205 L.F. 63 INSTALL 8" DIAMETER SDR 35 P.V.C. OR HDPE STORM DRAIN PIPE AND FITTINGS. CONSTRUCT TRENCH PER "C" "NOS 6 11 pa ZWS N"o r ¢ ac 4= 90'09'00" R NEW IND I rn, 600 DETAIL SHOWN ON SHEET C3. STORM DRAIN PIPE AND FITTINGS. CONSTRUCT TRENCH PER DETAIL "C" SHOWN ON =5.00 z z N LF. 64 INSTALL 12" DIAMETER HOPE I 171 L =7.85' MONUMENT s I SHEET C3. MODULAR WETLAND \ cn I SYSTEM, Uu. 21LIDSf --' - 5.81 SIGN U > - - - -- 65 CONTRACTOR TO VERIFY THE PIPE POINT OF CONNECTION LOCATION, ELEVATION AND TYPE OF MATERIAL PRIOR I I COhl2tgt�C . ZG 3 SH ENCL. 11 4 -�,. 00 TO INSTALLING ANY NEW UPSTREAM PIPE. i 56 51 2° "- 290 L.F. 66 INSTALL 18" DIAMETER HDPE STORM DRAIN PIPE AND FITTINGS. CONSTRUCT TRENCH PER DETAIL "C" SHOWN ON EX. 18' TALL BY 10' WIDE DEL TACO MONUMENT VEyT -� 50 t 11 63 z z fi o "� 12.75tSMH 8 WV PER WO -75 -42 a SHEET C3. SIGN WITH A NEW IN -N -OUT BURGER SAME SIZE PANEL SIGN ONLY IF AN EXISTING BUILDING �6 70 08.21T T 0 43 TO 61 '° 09.10 m qg 56 ^a o 56 INV. AT 1.0% T 69 S POC 4.81NV. 6" ° 4 4 65 LAY SA DLE FLAT - - - -- 67 INSTALL IRRIGATION PIPING PER SEPARATE LANDSCAPE AND IRRIGATION PLANS PREPARED BY INTEGRATED DESIGN PERMIT IS FOUND. IF A PERMIT IS NOT FOUND, THEN THE EXISTING SIGN MUST BE REMOVED. 03.80INV. SD .,TR t J xf 08.601NV. S �v 03 301N +VLT I 64 o S INV. AT 1.0% °� t I GROUP, INC. (77.51)±INV. . 012.97tSC0 INV. AT 1.0% H 64 026 V},� N, d. 49 4405.551NV.,GB rL NEW 25' INV. AT 2 150 LF. 68 INSTALL 6" DIAMETER SDR 35 P.V.C. OR HDPE STORM DRAIN PIPE AND FITTINGS. CONSTRUCT TRENCH PER DETAIL 72 SD OUTLET 7. SC a' �.r 68 ° d 45±5DC0 A71'4854" 2.2% 08.761NV.,G6 55 60 WIDE DRWY. 65 C" SHOWN ON SHEET C3. N N Z T.'60 SCr'' o ® 12 °S m a v 0 ® �ti Q 5 66 8.4 INV. R= 236.00' 12 "S "S 48.66 =L '60 N INV. AT 0 4% lV 48 65 ' 3 vo ' a 1 EA. 69 INSTALL A SEWER BACKWATER CHECK VALVE PREVENTION DEVICE AND CLEANOUT INSIDE OF A NEW 48" DIAMETER PRECAST CONCRETE MANHOLE PER SDRSD M-1, SM -01, SM -03, AND SM-04 SHOWN ON SHEET C13 AND SDRSD SM -OS SHOWN ON SHEET C14. w ..` I o•e. 64 o 67NV. SAMPL WELL BOX 12.57 SCO ® 46 ° 5 64 0 / "S "S _ 12.65 LID C 06.6C 06.701 V. o 60 I "BFD "WM 5 1 ^W ` 140 L.F. 70 INSTALL 6" DIAMETER SDR 35 P.V.C. "SLOTTED" PERFORATED STORM DRAIN PIPE WITH HOLES DOWN WRAPPED IN TRUE NORTH PROJECT NORTH ° n 07.571NV. 4 1 $ ° z , i a o 12.76 LID � m 6 5 48 3 65 A FILTER SOCK IN THE BOTTOM OF THE BIORETENTION PLANTER AREA WITH A CLEANOUT TO GRADE AT EACH "B" 0 10 20 40 60 y a 03.051NV. 12 SD,G 0 43 U) _ ° 63 66 rn 41 ro 51 "E R 13. Otl)IO 06.951 V. It 73 54 "w 1 4 ` UPSTREAM END OF PIPE PER DETAIL SHOWN ON SHEET C11. I �. ° ^p o o w m c c 5' " N $ "S 43 0 6 8 W V a t EA. 71 INSTALL A 5' WIDE BY 5.58' TALL BY 21' LONG MODULAR WETLAND SYSTEMS LINEAR 2.0 VAULT TYPE SIZE -A- o STORMWATER TREATMENT SYSTEM PER DETAIL "J" SHOWN ON SHEET C3. GRAPHIC SCALE " I Wuj �� I 45 - ° E t 2 "pEG gee SCALE: 1 =20' I `° a / z 3 r n _ _ _ S N 1a ZO P� 0 53 L.F. * 72 INSTALL AN ABOVE GRADE 6" DIAMETER FIRE SERVICE ASSEMBLY WITH AN ATTACHED FIRE DEPARTMENT "GREEN WETLANDS BOUNDARY p z z =0 0 0 10• 55 56 jjjj 1 3 - -- -- "- '�' 1 60 N 51 ti j ~ a o za 1 .12 G G 2' 4 12' 421F\" MN U1 `11 S Gg 50 0 1 2 2. 1 A. CONNECTION, A PUBLIC 6" DIAMETER WATER LATERAL PIPE, 6" DIAMETER GATE VALVE, DOT" REFLECTIVE 4 " -6" FROM STREET CENTERLINE, AND HOT TAP INTO THE EXISTING PUBLIC WATER MAIN IN THE STREET PER PER CARDRO ENTRIX Y V, z z z z <= 3 S N° d o r \NJ WATER AGENCY STANDARDS WF -05 (2 PAGES) AND WP -02 SHOWN ON SHEET C15, WATER AGENCY STANDARD WETLAND ASSESSMENT G 56 \ N O° M N APN 258 - 112 -24 i I I 4 N I ¢� z �? w U MoM o Qpp I 66 +I m z �UV ITV ov� " 4 OZ v WT -01 (3 PAGES) SHOWN ON SHEET C16, AND WATER AGENCY STANDARDS WV -02, WV -03, AND WV -05 SHOWN ON SHEET C17. INSTALL TAMPER FLOW SNATCH TO THE FIRE SERVICE ASSEMBLY AND CONNECT WITH FIRE ALARM 00 U) 00 0 0 0 0 °[] Fes- � j^ � p 0 ` PANEL IN THE BUILDING PER N.F.P.A. 13 AND N.F.P.A. 24 STANDARDS AND SPECIFICATIONS AND THE S a a a m zt2 as v: K 3,750 SF 2 "w 66 65 7 I v v w 113.75FF TO 113.78FF G 0 19 S 3 REQUIREMENTS OF THE LOCAL FIRE MARSHAL FINAL LOCATION AND ALL INSTALLATION DETAILS TO BE PREPARED AND SUBMITTED BY THE FIRE SPRINKLER SUBCONTRACTOR TO IN -N -OUT BURGER AFTER APPROVAL BY THE 0 O F _! CUSTOMER SERVICE ENTRANCE �a 50 � !• o H\ p 65 LOCAL FIRE MARSHAL. ALL WORK TO BE DONE PER AND N.F.P.A. STANDARDS AND I I � 50 50 ENTRANCE 0 Z 0 PA AL FIE M FIRE SPECIFICATIONS AND THE REQUIREMENTS OF THE LOCAL FIRE MARSHAL. THE FIRE SPRINKLER CONTRACTOR X ELE RM. FOR 120/208 VOLT, 3 50 a 5513' ` g4 PHN 4 WIRE, 1000 AMP SERVIC 40 ¢. V 12�y 11315 MN \N \ 9 5 SHALL BE RESPONSIBLE FOR CONFIRMING /DETERMINING THE SIZE OF THE FIRE SERVICE ASSEMBLY AND THE LOCATION OF ALL PIPING AND RELATED FACILITIES TO INSTALLATION. CONTRACTOR TO PROVIDE COORDINATION W I , ?30 °z \ 10 a I I it \ �\ MSB 40 \/ \ N . S T AND PAY ALL FEES TO THE DISTRICT. o a o p PM GM BI 021\ 6 lD c \ 45 L.F. 73 INSTALL A NEW 1" DIAMETER WATER SERVICE LINE, CONNECTION INTO THE WATER MAIN, AND METER BOX PER w ro �F / t 5 , �� �y a WATER AGENCY STANDARDS WP -01, WC -17, AND WS -01 SHOWN ON SHEET C15 AND PER WATER AGENCY rn 1 n 58 ° NEw �N(• STANDARD WS -03 SHOWN ON SHEET C16. CONTRACTOR TO PROVIDE COORDINATION AND PAY ALL FEES TO THE I 5 3E G WITH GPR FOR 1,670,000 BTU R.4 PRESSURE 7 WATER _ SO 4 DISTRICT. DISTRICT TO INSTALL 1" DIAMETER WATER METER ASSEMBLY AT OWNER'S EXPENSE. Z ' , \ OAD Al LOW m 58 N OLUMN AND 210' TOTAL LENGTH L_J INV. 12TSD 64 1 6" OD 4 g 45 L.F. 74 INSTALL A NEW 2" DIAMETER WATER SERVICE LINE, CONNECTION INTO THE WATER MAIN, AND METER BOX PER Q S.W. CORNER OF N.E. 1/4 I 56 - 11 I _J 56 OF 5 �°� _ m REC. WATER AGENCY STANDARDS WP -01 AND WC -17 SHOWN ON SHEET C15 AND PER WATER AGENCY STANDARDS , T.., N.W. 1/4, SECTION 15 13S 1 J WV WS -02 AND WS -03 SHOWN ON SHEET C16. CONTRACTOR TO PROVIDE COORDINATION AND PAY ALL FEES TO THE RAW., S.B.M. PER MAP N0. -'_ - - - - - - - - - - - - - - WATER DISTRICT. DISTRICT TO INSTALL 2" DIAMETER WATER METER ASSEMBLY AT OWNER'S EXPENSE. 8116 FILED 05 -28 -1975 N89'12,37 "W - HDG - $� 1 EA. 75 ABANDON EXISTING 1" DIAMETER WATER SERVICE AT THE WATER MAIN, REMOVE THE METER BOX AND BACKFLOW 10.21' y4 0 ° - I HDG #4 58 4 O�N� w HDG #4 DEVICE, AND REMOVE THE 1" DIAMETER WATER METER ASSEMBLY AND RETURN IT TO THE WATER DISTRICT PER WATER AGENCY STANDARD WS -08 SHOWN ON SHEET C16. -`n "W �� E 72 SD - A (E)72 "SD WALL OF THE EXISTING CATCH DIAMETER 8 ^ NIL , M N N W N a "ACW N ° a 1 �` \ 1 EA. 76 BREAK INTO THE CONCRETE SIDE BASIN FOR THE NEW 18" HDPE STORM DRAIN PIPE AT THE ELEVATION SHOWN. SEAL EXPOSED AREA OUTSIDE OF THE PIPE WITH CONCRETE FOR A o j j 4p o 8 r WATER T1GHT SEAL. ALL WORK TO BE DONE PER CITY AND SDRSD STANDARDS. z °zz Underground Service Alert 9 d "j q m RpFESS/ a o z W °� 3 ° 1 EA. 77 RELOCATE EXISTING VALERO AIR AND WATER SERVICE UNITS AND INSTALL NEW UNDERGROUND PIPING TO MATCH e foRE y Call: T011 Free 3 m - o o P ° z a °m 3 s ° 5„ o / /010 0 = Z �o Mi > > 0 ��, �� ALL FIRE DEPARTMENT CONNECTIONS SHALL EXISTING PER VALERO STANDARDS. Q CITY OF ENCINITAS o ti ¢ z PUBLIC WORKS BUILDING =� G ° o z o m / 60 CALLE MAGDALENA w x N z ° a ° z z 4 I CO `�'- 65 "' o o BE MOUNTED AT THE FOLLOWING HEIGHT(S); 36 TO 42 INCHES ABOVE FINISHED GRADE, TO THE TOP OF THE CONNECTION. 'THESE NOTES ARE "FOR REFERENCE ONLY". SEPARATE DETAILED PLANS PREPARED BY THE CONTRACTOR ARE 0 ap REFER TO DETAIL SHEET C2 FOR EXCEPTIONS TO REFER TO SITE PLAN SHEET C9 COVERAGE, EASEMENTS LOCATED OUTSIDE OF PROPERTY m APN: 258- 112 -28 w 82 � � w m a W 0S k a 0,_ o o TO BE SUBMITTED TO, AND BE APPROVED BY, THE FIRE DEPARTMENT FOR ALL FIRE PROTECTION SYSTEMS. TWO WORKING DAYS w i L� / m NOTE: BEFORE YOU DIG FOR EXISTING TREE AND SHRUB LINES AND PROPOSED EASEMENTS WHICH ARE SHOWN AS LEGEND AND PARTIAL LEGEND. NUMBERS AND LETTERS INSIDE DIAMONDS HEREON. WV FOR FH T N TF C /VIO L ,y GENERAL CONTRACTOR ETERMINI N CONSTRUCTION QUANTITIES OF CAL \F FOR HE QUANTITIES SHOWN HEREON ENGINEER'S CHANGE NO. DESCRIPTION APPWVEj DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: 1 CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. M.S.L. G.R.H. M.S.L. I AS -BUILT " 1 CITY OF ENCINITAS POINT NUMBER 1031 STATION NAME: ENC -31. 2.5" CITY OF ENCINITAS BRASS DISC IN THE HORIZONTAL: AS NOTED PLANS PREPARED UNDER SUPERVISION OF DATE: 09 -10 -13 RECOMMENDED: APPROVED: STORM DRAIN AND UTILITY PLAN FOR: IN -N -OUT BURGER RESTAURANT �� NORTHWEST CORNER OF DRAINAGE BOX ON NORTH SIDE OF ENCINITAS BOULEVARD AND 700 FEET EAST of WESTLAKE STREET. VERTICAL: AS NOTED _ ',�/1 r// R ��""""D R.C.E. NO.: 38382 � &J 'R' morna�ac MASIH MAHER C42519 GLENN PRRUIM C51274 ENGINEERING/PUBUC WORKS DIRECTOR 130 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. APN'S 258-112-24,258-112-231, 258 - 112 -22 11600 -G ELEVATION = 182.995 FEET (NAVD88) MAR K S. LAMO X EXP.: 03 -31 -15 DATE DATE PLANNING CASE NO: 12 -162 MUP /DR /CDP r SHEET 6 OF 24 ®i a x 3 �N 24 LL ° rr O� o JI�1� CD bj m M JN 12008 -72008 06u8 co +• �- ..� � EX. "ND PED w o w 35 w CROSSING EX. 1.5'x2.5'xq' CROSSWA�KUSgIGN - O m NIT N �^ 3 ENCI AS Q ; ESTIMATED oUAM1TIES ONSITE GRADING AND DRAINAGE PLAN CONSTRUCTION NOTES 1,690 L.F. O1 CONSTRUCT 6" CONCRETE CURB PER DETAIL "A" SHOWN ON SHEET C2. TALL m z °- &E GA a m m _ of of 34 '"> o \ a U N ED. `�. 303AB N ° ° 0 39 36 z o m o N 3 (2� _ a _z BOULEVARD A r°Y 265 L.F. O CONSTRUCT VARYING HEIGHT CURB FACE TRANSITION PER DETAIL "A" SHOWN ON SHEET C2. - z -- -- _ - W 37 , _= TR °BFD 5.38' '�D N o 1 325 L.F. O3 CONSTRUCT 0" CONCRETE CURB PER DETAIL "A" SHOWN ON SHEET C2. ���� q2 'r`I84'13'27 37 ' ° °. ' w a =�'/ °� " 780 L.F. ® CONSTRUCT 6" CONCRETE CURB AND 18" GUTTER OVER 6" MINIMUM THICK 95% COMPACTED CLASS 2 1 ° ; 2.5'x3 2 X48.2' _ _ ° _ � o^ ,Z� REC® N N AGGREGATE BASE OVER 12" MINIMUM THICK MOISTURE CONDITIONED SUBGRADE SOIL TO 2 PERCENT ABOVE - _ T.2%� 9' 7 0. �- '..� ° °. ,' ° - $ �� ,<w/ '° ° Z D/ 11.37TC J 84.8 W4 °dam`/• °- a >; �N/ WV o rn OPTIMUM MOISTURE CONTENT COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DENSITY OVER 24" MINIMUM THICK MOISTURE CONDITIONED SUBGRADE SOIL TO 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT COMPACTED TO AT LEAST 90% OF ITS MAXIMUM DENSITY OVER 6" SCARIFIED SOIL MOISTURE CONDITIONED TO 2 PERCENT p125236 m ° °10.87FL #7' 9 03 °' -- OPTIMUM CONTENT RECOMPACTED TO AT "B" F- r z - 'R= 74g,Ob, . . DRIVE ^°�� 2 /d: ABOVE MOISTURE LEAST 90% OF ITS MAXIMUM DENSITY PER DETAIL SHOWN ON SHEET C2. REFER TO DETAIL "B" ON SHEET C11 FOR CURB CUT SPECIFICATIONS. Ng0'52 o G 2� ° Z rn�'' 15 rn 0 3 11. 8A 11.6570 g 4--j-41, 28 TRUE NORTH PROJECT NORTH 6,070 S.F. CONSTRUCT 5" THICK 3,250 PSI REINFORCED ON -SITE CONCRETE SIDEWALK OVER 6" MINIMUM THICK 95% N Q m x o 11. SAC a / n v T 1 12.46 v m - ti_w v U corn TSP GV 0 10 20 40 60 COMPACTED CLASS 2 AGGREGATE BASE OVER 12" MINIMUM THICK MOISTURE CONDITIONED SUBGRADE SOIL / o �w� a Z ° I - ¢ r -R`OH / �X. `? I TSPB TO 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT COMPACTED TO AT LEAST 95% OF ITS MAXIMUM I \ \ EX. 5' TALL CLF I \\ i I a ^ I I 27 0" Ng � -' t8 w �` � C - Q \ o D .\G z MW / I i'x2'x4' TALL °?v � u� n � "� ) -- / .- co �LEC. PED. #32"5 �`� °I 1 S "TR 1 DENSITY OVER 24" MINIMUM THICK MOISTURE CONDITIONED SUBGRADE SOIL TO 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT COMPACTED TQ AT LEAST 90% OF ITS MAXIMUM DENSITY OVER 6" SCARIFIED SOIL VARIES FROM 0.8' S. II11 \III` \ \\ TO 0.2' N. OF R \ \ I I \ o a " 1 \ `oo� 79 jN 11`j1 PG • �ti� \ > > cs, 031 n� k1 I .� \ r vr�i d= 80'4'037 - °Gp1-- --�--- k- R= 20.00' GP 14.76 TC_ (14.36)FL GRAPHIC 14.98 FS� SCALE: SCALE 1 " =20' MOISTURE CONDITIONED TO 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT RECOMPACTED TO AT LEAST "C" "D" / z \ II 1 \ \ \ 11 cp 3 m / I N 18 °G _ISLAND ° i q. ?Y L =28.16 TSPB EX. 1.5'0.5'x4' 90% OF ITS MAXIMUM DENSITY PER DETAILS AND SHOWN ON SHEET C2. REINFORCEMENT TO 2 N j o / GP 1 / /PGt > a ° _ Gp ° I° TALL DR &E1 GAS PED. CONSIST OF NO. 3 REBARS AT 18" ON CENTER EACH WAY AT MID - HEIGHT OF SLAB. EX. 5' TALL) 1 \ 1 �' I I p \\ I N D/L 12.4070 I c'o o'\ oo� �' \o, _ _ ° ° d ,I \ �5 _ 15 4,240 S.F. 6 Q CONSTRUCT 6" THICK 4000 PSI REINFORCED CONCRETE PAVEMENT OVER 6" MINIMUM THICK 95% COMPACTED CLF I \ y= I 11 05 .90AC -- ° k� 11 \I 7 �, oc� FOR 3 112 28 o EX. 3'x3'3' TALL SDG &E < a 19' TALL PM 05 68220 EX. 3.5'x6.5' W CLASS 2 AGGREGATE BASE IN DRIVE THRU LANE AND TRASH ENCLOSURE APRON (7" THICK). PLACE COMPACTED AGGREGATE BASE OVER 12" MINIMUM THICK MOISTURE CONDITIONED EX. VALERO GAS I 11 STATION FREEWAY II IyI I \ \ o / ca >> OGO -( Y' ROL\' BNG 50 -n _. .�� i o: -1RPSN Fg G In o 2 / 12.°I9 FS° °- -32 ° °I i�OVERE6 o ° CANOPY # _ I °a GP'S °DISPENSER, I r SDG &E VLT. SUBGRADE SOIL TO 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DENSITY MOISTURE CONDITIONED SUBGRADE \1 POLE SIGN I \ I I \ I I k�' `� 2 g21P v co ro N `o 6111 G 7T Din � ° �0 I / ° .� o l l °4 _fj ° �GP i _ ISLANDS. ° EAST SIDE OF EX. 11.5'x1 (i.T ' m Q OVER 24" MINIMUM THICK SOIL TO 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT COMPACTED TO AT LEAST 90% OF ITS MAXIMUM DENSITY OVER 6" SCARIFIED SOIL I \ ro n V N',,, -' 11 �2'( ° 1 ��` �T 0 °M W ° 3 FUEL BANKS -- a'I N ?EO 12.08FS I a i a ° dI I - - - .�. ESPRESSO BAR KIOSK CANOPY ° 'GP VARIES FROM 4.4' TO 5.2' W. OF R p °ISLAND Q MOISTURE CONDITIONED TO NEAR OPTIMUM MOISTURE CONTENT RECOMPACTED TO AT LEAST 90% OF ITS MAXIMUM DENSITY PER DETAIL "D" SHOWN ON SHEET C2. \\ Q PIIIII1 \III �, N o I ��cr J, 11 / 0 \ PR o n \ I °°0j a ° I L 4 44 TC 7 V 02 AC/ m v ®I 1,930 S.F. O7 CONSTRUCT 6" THICK 4000 PSI REINFORCED CONCRETE PAVEMENT COLORED BLACK OVER 6" MINIMUM THICK 1P\-� G z I^N a °�. }5 GM OGE N /: s -ROH- - - J N 15 "TR 1 95% COMPACTED CLASS 2 AGGREGATE BASE IN THE PARKING SPACE AREA. PLACE COMPACTED 1 \1 I t I 1 k SD1 _ 7 ^ RP \V 10 110E N 5 ° e 4� a U N w 2 -w N O 0 4.46 FS AGGREGATE BASE OVER 12" MINIMUM THICK MOISTURE CONDITIONED SUBGRADE SOIL TO 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DENSITY OVER 24" MINIMUM W II \ I \ \ I 110 w -� N° 9 1 ;Y 64.. < 23 �'0Ni Q rn v z °ice 13.62 ^ cn `n REC. I I \ I \ \� TG I J, 7g / 0 25 .- N ^ FS ,� w w WV j>1Fj THICK MOISTURE CONDITIONED SUBGRADE SOIL TO 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT W I 1 2 15 III 1 97 Q \ �`L', , "� -- ^' v o `� - 5' REC. COMPACTED TO AT LEAST 90% OF ITS MAXIMUM DENSITY OVER 6" SCARIFIED SOIL MOISTURE CONDITIONED '� I I 1 PG \ I III �i 'R 0 GF 1G - a� ° 3� v � � 1 17 WV TO 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT RECOMPACTED TO AT LEAST 90% OF ITS MAXIMUM "D" IIII 111 1 1 266 I 11 0�� / \ I R B S �-- - - _ _ EXISTING I DENSITY PER DETAIL SHOWN ON SHEET C2. 7 II II II 1111 I 1p1 �-(G 211 28I�PG110aGFS 11 �2 FS 13�4�9 12.3570 11.85FL 15 NU.H _ _ _ - II 23 FS STREET R/W 60 L.F. ®CONSTRUCT APPROXIMATELY 18" TALL BY 22° WIDE SCREEN WALL PER DETAIL "D" SHOWN ON SHEET Cll. I I �10 l as 11112 \��p 12.2p CE M >, 14 74.0570 'S P PPN 10 11.2 o J0113 52.5' °GP � I N $17 I 3 EA. 9 CONSTRUCT A 12 "x12" CONCRETE DRAIN BOX, GRATE AND FRAME PER DETAIL "A" SHOWN ON SHEET C3. WEST LINE OF N.E. E. 1 /4 OF 51G 1 1 5 1 F 13 \ F% 55gQ G 0 G G •• 5 % ,n F GP w S GP ° EX. y PROPE a RTY N.W. 1/4, SECTION 15, 7.13 ., I 1 I \ I � RSl I R.4W., S.B.M. PER MAP N0. I \ 110 i O G 1J0� WM 0 0 q 0 4 7.g (14.12)FS � � ALERO (3. 4)AC GP 2 r- G / \\ Q �x, �1N S B 3 i11�h0 \�1 h5E�' 3.7 W 13.OST� 13.85FS 4.17 FF N GAS STATION 13'ZSAC LINE \ I 154 S.F. 10 O " " INSTALL TRUNCATED DOMES DETECTABLE WARNING STRIP PER DETAIL F SHOWN ON SHEET C2. \\II 8116 FILED 05 -28 -1975 x III\ I I III11 \ 11I I III 1 101 F o \ 11 \ \ 1 I 1 BRE GNjP12 o- PNOGOy NN2yg- gV \Lp \j G' 't1,0'� i� 22,5 11.$3F . 11'37FS 72:80870 PQ• LL F J N o 33 10.207E \ 3. 3F \ A 1P S°. o G \ 2 v v 325 ENCINITAg gLVD. - I m1�15FS - APN „� PROPANE Gp °�` w 17 TAL 8 112 22 °o ° S -o1,p rn w L BUILDIN N TANK GP GP m G °F \ / ° I 1 EA. 11 CONTRACTOR TO PROVIDE SAMPLE TO BUILDING INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION. CONSTRUCT A NEW MONUMENT SIGN PER DETAILS SHOWN ON THE ARCHITECTURAL AND STRUCTURAL PLANS AND THE SIGN PACKAGES. \ 25 5S rn \ ' 0 2 1 0 6, ( 14 13• 13.6 FS m 1 , 6 ° `r 52 SQ. FT. I I III\ I 111 11yI I I I I4 I III II \ � > Z�> ay a y� 12• 13.SOFS ro -, \ LOT 7 FUTURE SERVICE ofio.1' 11 DOOR 15 "TR 1 1 I 4 EA. 12 INSTALL NEW ACCESSIBLE SIGN AND POST PER CURRENT CITY AND ADA STANDARDS AS SHOWN ON SHEET IIII IIII \ \\ > o �P 13.105 13.64 qC 3 13.84 FS - - - -- 13 O C10. PAINT ACCESSIBLE PARKING SPACE LINES AND SYMBOLS ON PAVEMENT PER CURRENT CITY AN D A DA qy, -WV STANDARDS AS SHOWN ON SHEET 010. 10.3516 I 1 I 2 O $ 10 1 \I ° °� °DO °. P /L LL CLF n. W /SLATS 'w (13.53 TC (13.03 AC I - - - -- 14 PAINT STANDARD PARKING SPACE LINES, TEXT AS SHOWN, AND NO PARKING STRIPING ON PAVEMENT PER IIII \ jr, > o•rn O I 15 U _' rn z "� R A.C. UNITS AND 72� CURRENT CITY STANDARDS OR AS SHOWN ON SHEET C10. IIII I i o 1161 o 3 1111P G o I X o w I w 1 n '. w 1• 5 m , rn _ `TORq E � � .� 'f173 113 OTC 5 60 R S 32,900 S.F. 15 CONSTRUCT 4" MINIMUM THICK ON -SITE A.C. PAVEMENT OVER 6" THICK CLASS 2 AGGREGATE BASE COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DENSITY OVER 12" MINIMUM THICK MOISTURE CONDITIONED 111 U > v .: 6P ¢ I I� o \ - c> 2 I I I I � m 9 w �- OA 3 O T I I R I II I •> .^ o o 5 11• U � 2 C L NL w I SUBGRADE SOIL TO 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT COMPACTED TO AT LEAST 95% OF ITS I III I II II\ \ � ZO FS O 2 111 �c'� 5 w ¢ � a MAXIMUM DENSITY OVER 24" MINIMUM THICK MOISTURE CONDITIONED SUBGRADE SOIL TO 2 PERCENT ABOVE IIII III\ \ FG 1 0 PG > o a 4 �. 1 �3 m E. TRASH 7 a ¢ ENCLOSURE 5 w OPTIMUM MOISTURE CONTENT COMPACTED TO AT LEAST 90% OF ITS MAXIMUM DENSITY OVER 6" SCARIFIED 09j3 0. o 36' UU N��� oz� WITH 6' TALL SQUID METAL 14 � 3.56 FS _j I SOIL MOISTURE CONDITIONED TO 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT RECOMPACTED TO AT 10 F a w C 11.45TC 66' 3 13 \ 1. 55AC GATES `� 14 J U U N J LEAST 90% OF ITS MAXIMUM DENSITY. 0 pL� \ \ \I\\ \ oar p 74 gp 73 Nn ,O �G r�� 1 N > \ o �� a a '- �a W z o cMV ' ¢ a U U U 1 a N Q I 1 EA. 16 CONSTRUCT CONCRETE BLOCK, ROOF COVERED TRASH, RECYCLE BIN, AND STORAGE CONTAINER ENCLOSURE, 1 I \ \ \ i6G 1� �0 g ,yP i,, U U o o F a N r y 5 112} ri rn 12.8270 I z U NOT SUBJECT TO STORM WATER RUN -OFF, PER DETAILS SHOWN ON THE ARCHITECTURAL BUILDING PLANS AND ON SHEET C9. ro .0 \\ \ \ 0 03 1 II \ \ \ \ 59 P XO oa U 2 "�° 110 P `° c i U ° U U 90.10' )' 7 78 78 `� 0J � 13.0570 7 � � 157.50' C 72.32AC 1 22 q = J 11295 SCP vii I 1 EA. 17 CONSTRUCT 12" BY 13' LONG CONCRETE TRENCH DRAIN AT THE �p9' \\ \ 15 ao vrn u~ia 10 00 v10 0 12.1570 5 12.7570 z_ WIDE SPECIFIED ELEVATIONS SHOWN ON "D" \\ \ \\ \\ \ \ \ \ ) \ \ y FG p9 13 G 23 29> °0 0 9 #9 P I �G o p m 11 1 ° 2 14 2514 2,40 11.65AC 5 5 12.25gQ ■ 12.0070 ° 7 1 5.0 'JOIN v I ° SHEET C7 AND PER DETAIL SHOWN ON SHEET C3. INSTALL TRAFFIC RATED GRATE SECURED TO PROTECT AGAINST THEFT PER PLUMBING PLANS. TRENCH DRAIN IS NOT SUBJECT TO STORM WATER V A VA \ \ J\\ \ \ V \ y5 G i U w 2 11. TC �p9• IyP o 2 p 5 93 10. OAC 11.4570 $' � 11.SOAC U U 2 12.3770 I 00 a 12.207 >� w 3.33 FS OIN RUN -OFF. I \\ VA V JOIN A 09.0 -� y; o`er N .� U O m o ) 11 87AC ? C I .n 13.15 TC I 10 EA. 18 CONSTRUCT A 24 "x36" CONCRETE DRAIN BOX, GRATE AND FRAME PER DETAIL "A" SHOWN ON SHEET C3. \VA \VAA(0 fAC 1 0 1 18 Uof oo.o m mM orn 4 / f-� 5 U 1 09 A � 01 .c v+ o; m 0 0 0; p �/y ro m � 1.6$7 �i� N / C � � °- � � � N (12.87)FL � � 14 EA. 19 INSTALL FLO -CARD PLUS SHALLOW DEPTH TRASH AND DEBRIS GUARD MODEL N0. FGP -2436F WITH �•, a X Fn q O O 90 'l N 0 0 0 O N N „`O� 15gG �, \ 11 3 109 N >> 25 15 'cv o o 7 4 90'00'00 14 ``' n z 36 I 37 CLIP -IN" PRE - TREATMENT FILTER POUCHES UTILIZING FOSSIL ROCK FILTER MEDIUM TO CLEANUP URBAN STORM WATER RUNOFF PER DETAIL "B" SHOWN ON SHEET C3. FILTERED FLOW CAPACITY =2.0 CFS z 11. OTC, 11.10FL NEW INOB uo MONUMENT I 150 L.F. 20 CONSTRUCT 3' WIDE CONCRETE DRAINAGE SWALE OVER 6' MINIMUM THICK 95% COMPACTED CLASS 2 SIGN AGGREGATE BASE OVER 12" MINIMUM THICK MOISTURE CONDITIONED SUBGRADE SOIL TO 2 PERCENT ABOVE Ut 111 11 2011 10 OPTIMUM MAXIMUM DENSITY V MINIMUM a 0 U 11.9 AC Q 13.05FS THICK MOISTURE CONDITIO EDCUBGR DEDSOILATOL2A PERCENT AB VEOPTIM MMOISTURECONTEN n 31 1 21 16 1 4.106E n N / rn + 70.6 d 0 112 15 v rn' 1. 59, 4.49, 112.0570 12.9570 COMPACTED TO AT LEAST 90% OF ITS MAXIMUM DENSITY OVER 6" SCARIFIED SOIL MOISTURE CONDITIONED EX. 18' TALL BY 10' WIDE DEL TACO MONUMENT \\ \\ 8 �° TC ^ �� ® O�gFO � �10.10iC 70. OFS 7 •72AC 00 °� \ 11.40 C ^-- �0 5 i Q 12.45FL,GB - TO 2 PERCENT ABOVE OPTIMUM MOISTURE CONTENT RECOMPACTED TO AT LEAST 90% OF ITS MAXIMUM "G" SIGN WITH A NEW IN -N -OUT BURGER SAME \\ \ 1 \ EG � ° 10.6570 70.9 AC 11 U 4 N WV® 11.55AC w \ 7 v0 13.157 - 35 a DENSITY PER DETAIL SHOWN ON SHEET C2. SIZE PANEL SIGN ONLY IF AN EXISTING BUILDING PERMIT IS FOUND. IF A PERMIT IS NOT FOUND, \ O , T 1 T `� °kS o U 1 8.4 G o 17 .15FS 14 111 / 11. SAC � r7 M U U , ro m N 12.65AC g' 2 a 13 13.0470 I 4 EA. 21 INSTALL BOLLARD PER DETAIL SHOWN ON SHEET C10. THEN THE EXISTING SIGN MUST BE REMOVED. \ \ \ \l I G 88E 2 15 a ° 70.12FL,gC / ocs p °i ^ - 11'48'54" 113 w = "CF "x24" °A" z IIII 7 .3 S P )�4 G O8: 1.8EG I�6 � n -a STC o o n n vi rn o 1 R= 236.00', L= 48.66' 1 !n I NEW 38 1 EA. �2 CONSTRUCT A 24 CONCRETE DRAIN BOX, GRATE AND FRAME PER DETAIL SHOWN ON SHEET C3. L)l `\ \l . I Q7 - 5F °J75*1C U o a °�6.95TC � 15' � a � n w p IN 12 � rn U U W WIDE DRWY. iv W 330 L.F. 23 O SAWCUT EXISTING HARDSCAPE AND PROVIDE A SMOOTH PAVEMENT TRANSITION AT THE JOIN LINE. (CL \J g 08.45E wo �ot2 0 15 2 I`o 15 / ou~ivai 13 13 z 5.5'AT9.1% 40 L.F. ®CONSTRUCT 12" WIDE GROOVE FOR CONCRETE ACCESS RAMP PER DETAIL "E" SHOWN ON SHEET C2. ro) w /% /) i�y b 108. 09.i5T 11 7 n �i�N N 12.77TC >STG ^ 11.257 10.75AC O 10 m / m u1 0 0 # 4 v (V 0 "CF 4.5' AT 1.5% / .I /� I•Id P If - ¢ TO ` q> F i 12.27FS ?$FL 1 09.65A 9' 3 / 12.8270 _ 14 EA. @5 INSTALL A "NO DUMPING ONLY RAIN IN THE DRAIN" STORM DRAIN SIGNAGE ON TOP OF THE DRAIN BOX _ I l i °I OG G ° 4. 12.82 C I 10.78AC •� p / 13.0570 12.6070 INLET CONCRETE WALL OR ON TOP OF THE CONCRETE CURB NEXT TO THE DRAIN BOX INLET PER DETAIL "H" U N 1 7' 7 7 o 12.10FL SHOWN ON SHEET C3. / I �.% - 5 ., 92.7070 i.i. �j ON O 1o0 0 � N M1 17 m 6Q1 7 "E 1 34 WV 1 EA. 26 PROTECT IN PLACE EXISTING TREE, LIMBS, AND R00T SYSTEM. J M o0 � 1.115 0885 C 2 123AC N . 928Tfr 08. o M r2 ri = 3.307 III \ 11,700 S.F. Q7 CLEAN THE SURFACE OF THE EXISTING A.C. PAVEMENT, FILL IN THE CRACKS WITH ASPHALT, APPLY A I1 I I<.bl ^ooirn 27' 12.95FS 08 8070 �o ° � 2.80FS u1 m THE REPAIRED PAVEMENT, 25 I •>',(,`! I ,'� OTC 7 11.6070 13.2�JTC 7g 25 10.5070 N SLURRY ASPHALT COAT OVER AND RESTRIPE THE PARKING LOT AS SHOWN PER I II TIN1 10f0, 12.7 00 "C� 08.25 10.00AC 11.10AC A BE pO 36 30V \092 \ DETAIL 1 ON SHEET C10. WETLANDS BOUNDARY PER CARDRO ENTRIX I 1 ! / / I Irni R S .$OFS / .2 TC 0 ` 0 ❑ 1 _ _ _ _ 1 1 - - 13. 7FS \ 37 2gAVOGJI2 G18 -1G1 P 170 L.F. 28 INSTALL A 6' TALL TUBE STEEL FENCE ON TOP OF A BURIED CONCRETE STEM WALL PER DETAIL "A" SHOWN WETLAND ASSESSMENT d b S O• 8' 5 I 7 F 10.58TC 11.70TC 14 N 108 5 T 15 4 10.08AC 11.20AC �, 13.62FS 1 .4 TF �, m 11 > \ w N 1 GFB g PI - \ 0 19 30 0.1pG 1218 FV 21 NN �1 2 5 G8 SO 0 ON SHEET C11. "B" ti 81 a $ , �q o Q 75 w 24 FS > r n w _13.4- n 2.2 rn FS 0 FV 2 k \N N� 840 S.F. 29 CONSTRUCT A BIORETENTION LANDSCAPED AREA PER DETAIL SHOWN ON SHEET 071. G $ I II ) 10 V 3.75E U 14 APN 258 - 112 -24 � 13.55TC \ FS m \ r°i 8 g3E5 12• 228 G. X02" 130 L.F. 30 CONSTRUCT A CONCRETE MOW STRIP PER DETAIL SHOWN ON THE LANDSCAPE PLANS. 6 a U 13.05 C a r \ w J IS �p1N, 8 MN 1N 21 Gg SO v O O 5' 3 w Z w� 13.3 F �01N, �1215�11N s0 ° \ 36 S.F. 31 CONSTRUCT LOOSE ROCK COBBLE TO DISSIPATE THE STORMWATER RUNOFF INTO THE NEW BIORETENTION 7 I I7'� n 09.2 C o0 o n 0 13.60 \\ 0 a n n 13. OF A• % 12�y F 00 2 \NJ 00. LANDSCAPED AREA PER DETAIL SHOWN ON THE LANDSCAPE PLANS. REFER TO DETAIL "B" ON SHEET C11 ° dl I ^ - 13.05 FL \ _ - 10.00 C - {112} - - - ANT RANCE ENTRANCE ��a�oO(UJ4 SL SRl 9 11' g FH \ FOR CURB CUT SPECIFICATIONS. p8 fjL, 0570 - U y? 3.2 FS i3. 5FF • w 13.78FF,FS .SSFL 08.E TC 9.50 C 74 1.9570 O®� ® ©R 0 Or¢ 5 \ 1 1 13. 1T SLAB 3,750SF a ao 13.757 /SLAB w �pG 51 , p 8 � 10 Gg 12• Oq� PA / \ 53 L.F. 3Q CONSTRUCT A 12" TALL TO 16" TALL CONCRETE CURB HEIGHT PER DETAIL "A" SHOWN ON SHEET C2. W I .45AC 13.70FS 5 - 113.75FF TO 113.78FF =�3� �3.70F 1 .3 FS o i 12 36FV o 11p1N2 36 L.F. 33 CONSTRUCT AN 18" WIDE APPROXIMATELY 18" TALL SCREEN WALL PER DETAIL "C" SHOWN ON SHEET C11. / I I �1 / / 15 � 11 ^, �1, \ 13.4FG P 777 13. 5TC "1 FI 1 112.67PAD R N N Y 107.75BEP 5 a rn U z 772 w 1;5/i2TW �qG z 12 1G 35 T a 170 L.F. 34 GRIND A 2' WIDE 2" THICK OFFSITE A.C. PAVEMENT IN THE STREET AND CONSTRUCT A 2" THICK A.C. O 0 0" \ -12. 5A O "Cp - \ 1 5d 5 N 12.807 1j 13.65 11 F ar•ia�o o3 \ �S gl 75TC �/ \ A \ 13.64FS �� ~ 0 \CF k n ro ° "' ° rM cV N 0�� n =- 11 �l J 6 0 a NE. �ti. ,�$ - \ 1,420 S.F. 35 PAVEMENT OVERLAY FOR A SMOOTH JOIN. SAWCUT AND REMOVE EXISTING OFFSITE CONCRETE CURB AND GUTTER, SIDEWALK AND DRIVEWAY APPROACH Z o/ / I o 1 F °j• A U� cn 000�i� \l U v, 12 �i �" iii vi 2 6hF 1 PAY WINDOW rU- 1 7 14.17TC 31 OE' Gki ti 0 CF - Yn�E, 12 ° a AND OFFSITE A.C. PAVEMENT AND AGGREGATE BASE IN STREET. I wN > \ 7 i w �r N6' 9•� > > ° 0 6' / O o >> 6 31 > 31 u n 31 0 13 1.4% 13.67FL HP °i. � � 34 105 L.F. 36 O CONSTRUCT 6" CONCRETE CURB AND GUTTER OVER MINIMUM THICK CLASS 2 AGGREGATE Q I y� 9. � � 1 31 2 „� � i ri 0.5% B D 2 �G REC. - / STREET AN O BASE IN THE STREET PER SDRSD G -2, G -10, AND G -11 SHOWN ON SHEET 012. S.W. CORNER OF N.E. 1/4 OF j N.W. 1/4, SECTION T.13S., o o -�_� 39 `LBOk�F�G ° WV \ 15, #0 b 11�^ �"` - °° �F�' ti'Sk6�� 805 S.F. 37 CONSTRUCT OFFSITE 4" THICK CONCRETE SIDEWALK IN THE STREET PER SDRSD G -7, G -9, G -10, AND G -11 R.4W., S.B.M. PER MAP N0. 10 11_ j7 co ) rpco Z $til �ti. SHOWN ON SHEET C12. 8116 FILED 05 -28 -1975 N89- 12'37 "W ! 10.21' / U BEP H 1 #4 - `O a 10 555 S.F. 38 CONSTRUCT OFFSITE 7.5" THICK CONCRETE DRIVEWAY APPROACH OVER 4" MINIMUM THICK CLASS 2 / U U J 1 % HDG g4 2 .1 AGGREGATE BASE IN THE STREET PER SDRSD G -26, G -10, AND G -11 SHOWN ON SHEET C12. I 7 I / O 3 \ U o U U J c0 Ji ~O 1 �� V H U 2 L� !� C7 �° Uf-w UJ m0 U a o 0 +1 o U w �N a LO ° ~ r`o Z° w rn m n 00 g7' n o 13' n o 0 mw o 0 0 of o 3 0 � w A HDG 4 3 \ F 5 165 L.F. 39 CONSTRUCT A 12" WIDE STRIP OF 6" MINIMUM THICK, OR 1" THICKER THAN EXISTING, WHICHEVER IS N 00 o m c� o of a o J o ro co W o c0 F c� ^ L,.o i0 li j �� r �+1 r•- J ° 757' w N N N p in UN McVM UJ a ~U' V J17W tCL_4�0 M \ , y°� r0 1 O '�G ROFESS7 �Q e L Q' S• q�,� F8 GREATER, OFFSITE A.C. PAVEMENT OVER 4" MINIMUM THICK CLASS 2 AGGREGATE BASE IN THE STREET. z awe 78 N^� a M� w w I ° M Sri of m N U C EA. 90 INSTALL CONCRETE WHEELSTOP PER DETAIL SHOWN ON THE ARCHITECTURAL DRAWINGS. Underground Service Alert 9 0.5 FG U W WaU li M °� ° \ U� U N O U U [V r 5 X o 0 O = 7g ��= 1 ,rj M U J U 10 1(1 O O Z to a H L� HtoO N(V W a mo o7g ! c0 ° 93 U r M li �� \ 1 "� y F G x z c0 m 56 L.F. 91 CONSTRUCT 6" THICK 12" WIDE CONCRETE MOW STRIP NEXT TO THE BUILDING. oc \ o-, ° i atom- 0 �' o ri ,O I � U 0 rn w__m F w = F- w U U ,�,pp N h z 18 w rn i U Q w o° W No. 38382 m EFORE Y e o� Coll: Toll Free OM zo U z \ F ro N 25 w U O hoN_ w / M" nC7 r0Nw (D Uri / e Uri_ "i y �o p, a0 M w zoo o i ° ° 0 5 19 F o' A Q * 2 EA, 92 O ADJUST UTILITY BOX TO BE FLUSH WITH THE NEW SLOPING GRADE. \ (V O N ° _ n0 V NOhW O- Y-" rn j - O� \� J o 3 '� /J 4P c 1 1 _ZO CITY OF ENCINITAS \` W C) -ON M 3 U - aN N PUBLIC WORKS BUILDING N �i�i m U i- aND:LS OI°./ S z ,�k1 \ = 3 N� � 29 \ 9 GI IL TF 9 EA. 93 PROVIDE A 4" WIDE SECTION OF 0" TALL CURB FACE TO ALLOW SURFACE WATER RUNOFF TO ENTER THE � GG� 1 REFER TO SHEET C2 FOR ° 53' 29 4' 60 CALLE MAGDALENA 32 EXCEPTIONS TO COVERAGE, ALL: 258 - 112 -28 o`. w z / ^ZZ ? ? OF CAL \E N \ o`, - \ BIORETENTION LANDSCAPED AREA PER DETAIL "B" SHOWN ON SHEET C11. TWO WORKING DAYS 2 BEFORE YOU DIG EASEMENTS LOCATED OUTSIDE OF PROPERTY LINES AND WV FOR FH "° ®, \\ NOTE: PROPOSED EASEMENTS WHICH ARE SHOWN AS NUMBERS REFER TO SITE PLAN SHEET C9 FOR THE EXISTING TREE THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN CONSTRUCTION AND LETTERS INSIDE DIAMONDS HEREON. AND SHRUB LEGEND AND THE PARTIAL LEGEND. QUANTITIES FOR BIDDING PURPOSES. THE QUANTITIES SHOWN HEREON ARE THE ENGINEERS ESTIMATE ONLY. CHANGE N0. DESCRIPTION PPROVE DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. M.S.L. G.R.H. M.S.L. - A JILT 'I - CITY OF ENCINITAS POINT NUMBER 1031 STATION NAME: ENC -31. 2.5" CITY OF ENCINITAS BRASS DISC IN THE HORIZONTAL: AS NOTED PLANS PREPARED UNDER SUPERVISION OF DATE: 09 -10 -13 RECOMMENDS APP �/(. �/ft ,,,�_ ' PRECISE GRADING AND DRAINAGE PLAN FOR: IN -N -OUT BURGER RESTAURANT �� NORTHWEST CORNER OF DRAINAGE BOX ON NORTH MASH MAHER C42519 GLENN PRUIM 051274 130 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. SIDE OF ENCINITAS BOULEVARD AND 700 FEET EAST OF WESTLAKE STREET. ELEVATION = 182.995 FEET (NAVD88) VERTICAL: AS NOTED R.C.E. NO.: 38382 �u u� MA K S. LAMO X EXP.: 03 -31 -15 ENGINEERING/Py BUC 10 19 /0//3 DATE DATE yroRKS DIRECTOR APN'S PLANNING CASE NO: 258 - 112 -24, 258 - 112 -23, 258 - 112 -22 12 -162 MUP /DR /CDP 600-G SHEET 5 OF 24 a 3 x z 3 a O n o � and a N Z <mw Qow zNaw w 02 wzm� W Z N zoo Z N a 'If 0. w aino° mNmo JN 12008 -12008 C59dp m cn, CROSN0 FED. L SING, USE 1 5 X2.5 x4�TALROSSWALK" Sf G &E Gq 3'x2 SED 303AB_ / - �'"_ - - EX.N?'x P ANELA 305 - 148.21' CO 2 / PP P125236 / P N80'S2'14 "E OD G -HOG #1 � �. , G (n mx 7 55.46 ° coon 0to0 /X VARIES FROMC 0F8' S. TO 0.2' N. OF R i EX. 5' TALL-""/' CLF c> 26 1 'OOOR \ G 0 NE L � C N EX. VALERO GAS STATION FREEWAY i ojRP26>FS 1 POLE SIGN m`1 x \ \I R 62 A 5 r A2 65 p9 2 Q \ Z PLC -55 v\ M FO G 0 °'- I rn RP \V 1 \ N 1 . � Uj x 03 I \ I �' R , 61. 2 UL 7 2 p \titiP N`( 1 g a G 5 GOMP P WEST LINE OF N.E. 1/4 OF 1 ° \ Ex' RG\ ENJ \NG Ps a 23 N.W. 1/4, SECTION 15, T.13 ., 1 RAW., S.B.M. PER MAP NO. \ � PN03o5PNNZyg gU \V0� G 8116 FILED 05 -28 -1975 x I \ \\ �. 2A� Q LGsa \ \ Zp �3 \ � Q \ O O IO PRQZEG .\URP S \N PVVEGE Pj \ON I I 1 Io I ' NU � I �y2G II �� O 055oD,c0 •,��, L c^ 0�G p�0� ZEN I ^16 �4 c y. 0 � N L. NO c N86'08'28 "W 0p� g0 \NV• (% NO' o t1 p3. MODULAR o° c� 71 LAR WETLAND O � O 9 EX. 18' TALL BY 10' WIDE DEL TACO MONUMENT SIGN WITH A NEW IN -N -OUT BURGER SAME SIZE PANEL SIGN ONLY IF AN EXISTING BUILDING PERMIT IS FOUND. IF A PERMIT IS NOT FOUND, THEN THE EXISTING SIGN MUST BE REMOVED. (77.51)±INV. N N 72 SD OUTLET z v, N w f TRUE NORTH PROJECT NORTH 0 10 20 40 60 08.21T GRAPHIC SCALE SCALE: 1"=20' WETLANDS BOUNDARY `r0• 5 I PER CARDRO ENTRIX 'L WETLAND ASSESSMENT O 7 I °� W I I I Q �I I rn z i1 I I Q S.W. CORNER OF N.E. 1/4 OF I I I N.W. 1/4, SECTION 15, T.13S., R.4W., S.B.M. PER MAP NO. 8116 FILED 05 -28 -1975 ' N89'12'37 "W 10.21 1 ('Underground Service Alert 4p� S ORE y0G �c+ Call: Toll Free TWO WORKING DAYS BEFORE YOU DIG CHANGE NO. DESCRIPTION I -18 "CCS W- - ENCINITAS INV. AT 0.8% v; N w El )G&E T- 122.3 olx 84.89�- � I ' w a a MW 0 S 4 1.35TOG t ° \0 .OBINV. cy x, 4 �U L TANKS -. \ N 68 ° 0 4 C-G >G NN a ��^^ �l \ >\ 64 d INV. AT 0.6% w s'oavevo r- G O ®u® N86'08'28 "W j N LLM 56 a INV. AT 08.601NV. S V. AT 1.0% % Nov V) m m Z Z oaao <0 m�, M o 44 g o Y, f° 3 a0 -H z w z - r z 3 7 N = p Z Z o 0 >> 55 56 n Z Z Z Z Q o m0000 N O> M N APN 258 - 112 -24 00 U') o D 9, INV. AT 3.59 O Q' 11 I -J 56. HDG #4 0 1� 8 "W 1 � I REFER TO DETAIL SHEET C2 FOR EXCEPTIONS TO REFER TO SITE PLAN SHEET C9 COVERAGE, EASEMENTS LOCATED OUTSIDE OF PROPERTY FOR EXISTING TREE AND SHRUB LINES AND PROPOSED EASEMENTS WHICH ARE SHOWN AS LEGEND AND PARTIAL LEGEND. NUMBERS AND LETTERS INSIDE DIAMONDS HEREON. _APPROVEQ DATE BENCHMARK SCALE (- i t CITY OF ENCINITAS POINT NUMBER 1031 STATION NAME: ENC -31. 2.5" CITY OF ENCINITAS BRASS DISC IN THE HORIZONTAL: AS NOTED NORTHWEST CORNER OF DRAINAGE BOX ON NORTH SIDE OF ENCINITAS BOULEVARD AND 700 FEET VERTICAL: AS NOTED EAST OF WESTLAKE STREET. ELEVATION = 182.995 FEET (NAVD88) a° INV. AT 2.2% 12 "SD 18 "SD t56i INV. AT 0.4% REFER TO CITY STANDARD DRAWING ESTIMATED ON SHEET C12 FOR THE UTILITY QUANTITIES UTILITY AND STORM DRAIN PLAN CONSTRUCTION NOTES Q TRENCH BACKFILL AND RESURFACING. 15 L.F. 40 INSTALL 3" DIAMETER SDR 35 P.V.C. STORM DRAIN PIPE FROM THE BUILDING ROOF DRAIN TO THE CURB OUTLET rn m AS SHOWN ON THE PLUMBING PLANS. 1 EA. 41 INSTALL 1500 GALLON GREASE INTERCEPTOR MANUFACTURED BY JENSEN PRECAST, MODEL JP1500EE PER DETAIL _ 3 v w BOULEVARD Q SHOWN ON THE PLUMBING PLANS AND SAMPLE BOX MODEL 2432 -Z PER JENSEN PRECAST OR EQUIVALENT a X18 CCS W UNDER SEPARATE PERMIT. o w a- °w REC. 35 L.F. 42 INSTALL 6" DIAMETER OFFSITE SEWER PIPE LATERAL IN THE STREET PER SDRSD SP -01, SP -02, SS -01, SS -03, -10 "p N� m :W RE AND SS -04 SHOWN ON SHEET C14. LAY SADDLE FLAT WITH MAIN LINE.. WV 240 L.F. 43 INSTALL 4" DIAMETER SDR 35 P.V.C..ONSITE SEWER PIPE AND FITTINGS. CONSTRUCT TRENCH PER DETAIL "C" °d= 1 2 "PEG s SHOWN ON SHEET C3. � ,3o "_ =749.0 DRIVE W.A ^d: T L °95 ,{ a1'4j, 5 EA. 44 INSTALL SEWER CLEANOUT ASSEMBLY TO GRADE PER DETAIL "E" SHOWN ON SHEET C3 OR EQUIVALENT. -_ L= 73.11 L °22.1128, 35 L.F. 45 INSTALL 4" DIAMETER SEWER VENT PIPE WITH A POSITIVE SLOPE OF AT LEAST 2 PERCENT UP TO THE BUILDING TSP ,_ GV ? AS SHOWN ON THE PLUMBING PLANS. CONSTRUCT TRENCH PER DETAIL "C' SHOWN ON SHEET C3. (- - --ROH EX. 1'x2'04' TALL Q 4 c� TSPB °� { a -I ELEC. PED. #32"5 � "' 15 "TR_ 1 \ 4 EA. 46 INSTALL TWO -WAY SEWER CLEANOUT ASSEMBLY TO GRADE PER DETAIL "F" SHOWN ON SHEET C3. °gP{ �� X80'4 37 r"- GP R= 20.00' 170 L.F. 47 INSTALL NEW GAS SERVICE PIPE AND METER TO THE NEW IN -N -OUT BURGER RESTAURANT BUILDING PER SDG &E ISLAND PLANS, STANDARDS AND SPECIFICATIONS. °G�k -�J °{ L= 28.16'TSPB �'-�- EX. 1.5'x1.5'x4' ALL \2'pEG { a a -{ GP SDG &E G S PE 15 °TR Z 155 L.F. 48 INSTALL NEW UNDERGROUND TELEPHONE SERVICE CONDUIT, BOXES, AND VAULTS TO THE NEW IN -N -OUT BURGER - f1 EX. 3'03'x3' TALL SDG &E W \ BUILDING PER AT &T CALIFORNIA SEPARATE PLANS, STANDARDS AND SPECIFICATIONS. }� I 19' TALL EX. 3.5'x6,5' PM //D32005 68220 I 4COVERED o ° CANOPY SDG &E V T. J 85 L.F. 49 INSTALL 6" DIAMETER SDR 35 P.V.C. ONSITE SEWER PIPE AND FITTINGS. CONSTRUCT TRENCH PER DETAIL "C' r { GAS °DISpEN�ER, a x1 l � SHOWN ON SHEET C3. �{ ISLANP S. °;I EAST SIDE OF EX. 11.5'3.7' rn w { e - ESPRESSO BAR KIOSK CANOPY 1. a 3 I 200 L.F. 50 INSTALL NEW UNDERGROUND PRIMARY AND SECONDARY ELECTRIC POWER SERVICE CONDUITS, BOXES, VAULTS AND d -{ P VARIES FROM 4.4' TO 5.2' W. OF R m > o ® PAD MOUNT TRANSFORMER TO THE NEW IN -N -OUT BURGER BUILDING PER SDG &E SEPARATE PLANS, STANDARDS ISLAND { - N /� I AND SPECIFICATIONS. ` 20 L.F. 51 INSTALL 2" DIAMETER SEWER VENT PIPE WITH A POSITIVE SLOPE OF AT LEAST 2 PERCENT UP TO THE -- -ROH- - - J 15 "TR 1 I� BUILDING /TRASH ENCLOSURE AS SHOWN ON THE PLUMBING PLANS. CONSTRUCT TRENCH PER DETAIL "C' SHOWN 8"W 42 y ON SHEET C3. w REC. WV W F� 185 L.F. 52 INSTALL 2" DIAMETER COPPER WATER PIPE BETWEEN THE WATER METER AND THE NEW RESTAURANT BUILDING. 3 ® 5 0 WVG. CONSTRUCT TRENCH PER DETAIL "C' SHOWN ON SHEET C3. - - - _ EXISTIN I 1 EA. 53 INSTALL 2" DIAMETER ABOVE GRADE WILKENS MODEL 375 REDUCED PRESSURE BACKFLOW PREVENTION DEVICE, A ROH-- - STREE R/W PRESSURE REDUCING VALVE, CONCRETE SLAB AND CAGE PER WATER AGENCY STANDARD WR -01 SHOWN ON 52.5' CID I SHEET C15. {{ `° EX. VALERO { GP GPI PROPE TY a 1 7,g { Gp LINE I 1 EA. 54 INSTALL 1" DIAMETER ABOVE GRADE IRRIGATION WILKENS MODEL 375 REDUCED PRESSURE BACKFLOW PREVENTION 14.17 FF C'"4S srarI ° DEVICE, A PRESSURE REDUCING VALVE, CONCRETE SLAB AND CAGE PER WATER AGENCY STANDARD WR -01 SHOWN { 325 ENCINIT GP ON SHEET C15. API, 258 -AS BLVD. ;� PROPANE Gp ° 0 112 -22 7 TALL BUILDING TANK GP GP ° 10 EA. 55 INSTALL STORM DRAIN CLEANOUT ASSEMBLY TO GRADE PER DETAIL "G" SHOWN ON SHEET C3. 1,652 SQ, FT. { LOT 1 15 "TR 1 I 13 EA. 56 INSTALL NEW LIGHT POLE AND UNDERGROUND ELECTRICAL CONDUIT AND PULL BOXES AS SHOWN ON THE 1' FUTURE SERVICE DOOR ELECTRICAL PLAN UNDER SEPARATE PERMIT. G -ROH - { ° ° °P 130 L.F. 57 INSTALL 3/4" DIAMETER COPPER HOT WATER PIPE AND 3/4" DIAMETER COPPER COLD WATER PIPE AS SHOWN ON P G e P 0/L 'r 1 WV F PLUMBING PLANS. INSULATE BOTH PIPE WITH 3/4" THICK THERMACEL. E LL CLF W /SLA TS 170 L.F. * 58 INSTALL PRIVATE 6" DIAMETER C -900 CLASS 200 P.V.C. WATER FIRE LINE AND DUCTILE IRON FITTINGS WITH -' 0 R A.C. UNITS AND 72 I CONCRETE THRUST BLOCKS PER DETAIL "I" SHOWN ON SHEET C3, PER WATER AGENCY STANDARDS WT -01 (3 S E STORAGE 5' 6o' R S PAGES) SHOWN ON SHEET C16, AND PER LOCAL FIRE DEPARTMENT STANDARDS. MEGALUG RESTRAINT FITTINGS CAN BE SUBSTITUTED FOR THE CONCRETE THRUST BLOCKS WITH PRE - APPROVAL FROM THE LOCAL FIRE rn I T DEPARTMENT. CONSTRUCT TRENCH PER DETAIL "C" SHOWN ON SHEET C3. MINIMUM PIPE COVER SHALL BE 30" A W L IN NON- TRAFFIC AREAS AND 36" IN TRAFFIC AREAS PER N.F.P.A. 24 SECTION 8.1. a m EX. TRASH ENCLOSURE �ozN WITH 6' TA SOLID METAL w n � I 1 EA. * 59 INSTALL A 60" DIAMETER PRECAST CONCRETE STORM DRAIN MANHOLE WITH NO SHELF PER SDRSD M -3, SM -02 GATES GI° !� I AND SM -04 SHOWN ON SHEET C13 AND SDRSD SM -05 SHOWN ON SHEET C14. U pO > w w o I N Q I 145 L.F. 60 INSTALL NEW UNDERGROUND CABLE TELEVISION SERVICE 3" DIAMETER PVC CONDUIT AND PULL BOXES TO THE ° z NEW IN -N -OUT BURGER BUILDING PER COX COMMUNICATIONS SEPARATE PLANS, STANDARDS, AND = v I SPECIFICATIONS. 90.10' C 157.50' z 1 EA. @ INSTALL 4" DIAMETER SEWER TRAP FOR THE COVERED TRASH ENCLOSURE TRENCH DRAIN PER DETAIL "D" SHOWN 62.40' 112.95 SOP I ON SHEET C3. (7 j in 5.I) O, �z 56 w 3^ 55 L.F. 62 INSTALL 4" DIAMETER SDR 35 P.V.C. STORM DRAIN PIPE AND FITTINGS. CONSTRUCT TRENCH PER DETAIL "C" o 0 M a I SHOWN ON SHEET C3. 00 � o w CO N 205 L.F. 63 INSTALL 8" DIAMETER SDR 35 P.V.C. OR HOPE STORM DRAIN PIPE AND FITTINGS. CONSTRUCT TRENCH PER - a ,� I DETAIL "C" SHOWN ON SHEET C3. D= 90'0 Q1 00" C > n R =5.00 ;1) NEW INO s; I 600 L.F. 64 INSTALL 12" DIAMETER HOPE STORM DRAIN PIPE AND FITTINGS. CONSTRUCT TRENCH PER DETAIL "C" SHOWN ON ? of L =7.85' MONUMENT a s SHEET C3. GN 265.81 ° - - - -- 65 CONTRACTOR TO VERIFY THE PIPE POINT OF CONNECTION LOCATION, ELEVATION AND TYPE OF MATERIAL PRIOR 11 ro TO INSTALLING ANY NEW UPSTREAM PIPE. ° j > + 290 L.F. 66 INSTALL 18" DIAMETER HDPE STORM DRAIN PIPE AND FITTINGS. CONSTRUCT TRENCH PER DETAIL "C" SHOWN ON 63 n z z 8 "AC p -H a n 12.75tSMH 89 WV PER WO -75 -42 SHEET C3. mo 0 56 INV. AT 1.0% 49 T 42 S POC 4.81NV. 6" ° - 42 65 - - - -- 67 INSTALL IRRIGATION PIPING PER SEPARATE LANDSCAPE AND IRRIGATION PLANS PREPARED BY INTEGRATED DESIGN 31NV. 12 "SD "S w 6 °g LAY SA DLE FLAT , GROUP, INC. INV. AT 1.0% 12.97±SC0 )INV. 4 S 49 4405.551NV.,G6 !0 I 150 L.F. 68 INSTALL 6" DIAMETER SDR 35 P.V.C. OR HOPE STORM DRAIN PIPE AND FITTINGS. CONSTRUCT TRENCH PER DETAIL 12V. 4 S N CL NEW 25' INV. AT 2 °° 43 07.961NV. 12 "SD 64 B0 A= 11.48'54" O WIDE DRWY. ' 'C" SHOWN ON SHEET C3. 781NV. GB 06.851NV. 4 S 12.33tSDC0 65 12" 08.421NV. 55 R= 236.00' N L= 48.66'60 z T POC 3 1 EA. 69 INSTALL A SEWER BACKWATER CHECK VALVE PREVENTION DEVICE AND CLEANOUT INSIDE OF A NEW 48" DIAMETER TV N 4865 0 PRECAST CONCRETE MANHOLE PER SDRSD M -1, SM -01, SM -03, AND SM -04 SHOWN ON SHEET C13 AND SDRSD SAMPL WELL BOX ® 48 - 75 0 ' SM -05 SHOWN ON SHEET C14. Sc 06.5 6 671NV. 12.65 LID "WM 5 3 140 L.F. 70 INSTALL 6" DIAMETER SDR 35 P.V.C. "SLOTTED" PERFORATED STORM DRAIN PIPE WITH HOLES DOWN WRAPPED IN 06.701 V. L "BFD 1 12.76 LID > z 63 75 1 W 73 A FILTER SOCK IN THE BOTTOM OF THE BIORETENTION PLANTER AREA WITH A CLEANOUT TO GRADE AT EACH 41 43 E(R 'IRR BFD 54 \ UPSTREAM END OF PIPE PER DETAIL "B" SHOWN ON SHEET C11. 4 'S13. OOLID 06.951 V. N1 8013,5-10 1 "W o - 6 W WV 65 1 EA. 71 INSTALL A 5' WIDE BY 5.58' TALL BY 21' LONG MODULAR WETLAND SYSTEMS LINEAR 2.0 VAULT TYPE SIZE "A" 4 "S 43 IRR 7 4 \ STORMWATER TREATMENT SYSTEM PER DETAIL "J" SHOWN ON SHEET C3. &+ rn p 2,.PEG 13 ? 45 - S 56 E a g O Pt G 53 L.F. * 72 INSTALL AN ABOVE GRADE 6" DIAMETER FIRE SERVICE ASSEMBLY WITH AN ATTACHED FIRE DEPARTMENT it S N 11,E g2iF\"gMN ODZ 1 EA. CONNECTION, A PUBLIC 6" DIAMETER WATER LATERAL PIPE, 6" DIAMETER- GATE VALVE, "GREEN DOT" REFLECTIVE 51 a N0 o �2 20T G 4 l Z 3 GN 50 4 " -6" FROM STREET CENTERLINE, AND HOT TAP INTO THE EXISTING PUBLIC WATER MAIN IN THE STREET PER z a (140 Zr? µ w v o o S� 09.301 V• 72 p2 \N WATER AGENCY STANDARDS WF -05 (2 PAGES) AND WP -02 SHOWN ON SHEET C15, WATER AGENCY STANDARD a �M M Ofl f152 WT -01 (3 PAGES) SHOWN ON SHEET C16, AND WATER AGENCY STANDARDS WV -02, WV -03, AND WV -05 SHOWN +I 0 M Z L�VV BV V ll 66 "wM 74 ON SHEET C17. INSTALL TAMPER FLOW SWITCH TO THE FIRE SERVICE ASSEMBLY AND CONNECT WITH FIRE ALARM >n^ �¢ 6676 ° \ PANEL IN THE BUILDING PER N.F.P.A. 13 AND N.F.P.A. 24 STANDARDS AND SPECIFICATIONS AND THE m Zn V) 3,750 SF p v ° z 113.75FF TO 113.78FF 8 `N 65 a's03 REQUIREMENTS OF THE LOCAL FIRE MARSHAL. FINAL LOCATION AND ALL INSTALLATION DETAILS TO BE PREPARED 46 ow CUSTOMER 1.5 INV. 1 L OG A850 m FH\ AND SUBMITTED BY THE FIRE SPRINKLER SUBCONTRACTOR TO IN -N -OUT BURGER AFTER APPROVAL BY THE V• A ALL WORK TO BE DONE PER N.F.P.A. 13 AND N.F.P.A. 24 STANDARDS AND iERVICE 3 50 P LOCAL FIRE MARSHAL. L ENTRANCE 50\ g 65 .N TRANCE Q 0 • \G T G � SPECIFICATIONS AND THE REQUIREMENTS OF THE LOCAL FIRE MARSHAL. THE FIRE SPRINKLER CONTRACTOR RM. FOR 120/208 VOLT, 3 a i 2� LPN 7 72 \ SHALL BE RESPONSIBLE FOR CONFIRMING /DETERMINING THE SIZE OF THE FIRE SERVICE ASSEMBLY AND THE 4 WIRE, 1000 AMP SERVIC 50 0 3 40 64 p S6 gM N I o � � �5 v 50 00 LOCATION OF ALL PIPING AND RELATED FACILITIES TO INSTALLATION. CONTRACTOR TO PROVIDE COORDINATION 40 I z v N w 12p 4\ 50 T a AND PAY ALL FEES TO THE DISTRICT. 68 ' \ 45 L.F. 73 INSTALL A NEW 1" DIAMETER WATER SERVICE LINE, CONNECTION INTO THE WATER MAIN, AND METER BOX PER w i / BIK N o � �° WATER AGENCY STANDARDS WP -01, WC -17, AND WS -01 SHOWN ON SHEET C15 AND PER WATER AGENCY A n 5 58 ° NEN1 RM(. STANDARD WS -03 SHOWN ON SHEET C16. CONTRACTOR TO PROVIDE COORDINATION AND PAY ALL FEES TO THE GM WITH GPR FOR 1,670,000 BTU HR.4 w w > ° - �OEO ° DISTRICT. DISTRICT TO INSTALL 1" DIAMETER WATER METER ASSEMBLY AT OWNER'S EXPENSE. LOAD AT LOW PRESSURE 7 WATER I NV. AT 10.3% 1 w 72 o N8 58 COLUMN) AND 210' TOTAL LENGTH �_J I 11 12 "SD 64 B�OSD 8 o B �� 45 L.F. 74 INSTALL A NEW 2" DIAMETER WATER SERVICE LINE, CONNECTION INTO THE WATER MAIN, AND METER BOX PER o ro _ REC. WATER AGENCY STANDARDS WP -01 AND WC -17 SHOWN ON SHEET C15 AND PER WATER AGENCY STANDARDS r S' WV WS -02 AND WS -03 SHOWN ON SHEET C16. CONTRACTOR TO PROVIDE COORDINATION AND PAY ALL FEES TO THE W T,(Oo2 ,CV �c0 S. L CITY OF ENCINITAS PUBLIC WORKS BUILDING 160 CABLE MAGDALENA w 0. 3 APN: 258- 112 -28 .Ov WV FOR FH SPECIAL DISTRICT APPROVAL - - - - - - -F W _ _ WATER DISTRICT. DISTRICT TO INSTALL 2" DIAMETER WATER METER ASSEMBLY AT OWNER'S EXPENSE. 71 `�� 1 EA. 75 ABANDON EXISTING 1" DIAMETER WATER SERVICE AT THE WATER MAIN, REMOVE THE METER BOX AND BACKFLOW o _ 4 58 70 3 0.13 DEVICE, AND REMOVE THE 1" DIAMETER WATER METER ASSEMBLY AND RETURN IT TO THE WATER DISTRICT PER 52 HDG w >� 5 47 LUG #4 WATER AGENCY STANDARD WS -OS SHOWN ON SHEET C16. E)72 SD A (E)72 "SD 1 EA. 76 BREAK INTO THE CONCRETE SIDE WALL OF THE EXISTING CATCH BASIN FOR THE NEW 18" DIAMETER FIBRE STORM 3' N rn a a a 1 \ DRAIN PIPE AT THE ELEVATION SHOWN. SEAL EXPOSED AREA OUTSIDE OF THE PIPE WITH CONCRETE FOR A ° o 8 "ACW w "S- \ WATER TIGHT SEAL. ALL WORK TO BE DONE PER CITY AND SDRSD STANDARDS. Ka ° (9 m ° w N 40 r z °w N \' �Y \ \ 1 EA. 77 RELOCATE EXISTING VALERO AIR AND WATER SERVICE UNITS AND INSTALL NEW UNDERGROUND PIPING TO MATCH a w ° ° °J = 3 z EXISTING PER VALERO STANDARDS. 000 d o z °w �i � 0 50 °U "� ro� z z ALL FIRE DEPARTMENT CONNECTIONS SHALL - J -� �o0 BE MOUNTED AT THE FOLLOWING HEIGHT(S); A47 I 36 TO 42 INCHES ABOVE FINISHED GRAE . 3 o C TO THE TOP OF THE CONNECTION. THESE NOTES ARE "FOR REFERENCE ONLY'. SEPARATE DETAILED PLANS PREPARED BY THE CONTRACTOR ARE = o w $S +I TO BE SUBMITTED TO, AND BE APPROVED BY, THE FIRE DEPARTMENT FOR ALL FIRE PROTECTION SYSTEMS. (7 z X J I _ O ?� u w a v THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN CONSTRUCTION QUANTITIES FOR BIDDING PURPOSES. THE QUANTITIES SHOWN HEREON ARE THE ENGINEER'S ESTIMATE ONLY. a N z 3�oU DESIGNED BY: 1 DRAWN BY: CHECKED BY: o rn M.S.L. G.R.H. M.S.L. ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. "Q o z qi PLANS PREPARED UNDER SUPERVISION OF RECOMMEN ED: APP OV STORM DRAIN AND UTILITY PLAN FOR: ? U OaQW DATE: 09 -10 -13 �/(,� IN -N -OUT BURGER RESTAURANT Z2L MASIH MAHER C42519 GLENN PRUIM C51274 130 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. W �N �J R.C.E. NO.: 38382 ENGINEERING/P BLIC WORKS DIRECTOR 116 ® ® -C Za "� /o�o //� APN'S 258 - 112 -24, 258 - 112 -23, 258 - 112 -22 Z.Zo MARK S. LAMO X �'� w w EXP.: 03 -31 -15 DATE DATE PLANNING CASE NO: 12 -162 MUP /DR /CDP SHEET 6 OF 24 JI_O)° rn °oo JN 12006 -12008 C6utl U) m LIST OF BEST MANAGEMENT PRACTICES (BMP's) -USE AS APPLICABLE Stabilized Construction Entrance /Exit TC -1 PRIVATE CIVIL ENGINEER'S EROSION CONTROL CITY EROSION CONTROL NOTES CITY STORMWATER POLLUTION CONTROL BMP NOTES (REFERENCE: CALIFORNIA STORM WATER BEST MANAGEMENT PRACTICE HANDBOOK FOR CONSTRUCTION Crushed aggregate greater PLAN GENERAL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT PAUL KOSHMIDER AT (626) 905 -1016. 24 HOURS A RELATIVE TO CONSTRUCTION ACTIVITIES ACTIVITY, JANUARY 2003) DAY. - - -.. than 3" but smaller than 6" Filter fabric 1. THIS EROSION CONTROL PLAN WAS PREPARED AT THE REQUEST OF IN -N -OUT BURGER, PROPOSED CONCRETE WASHOUT NON- STORMWATER MANAGEMENT AND Original USER OF THE PROPERTY BEING DEVELOPED AT 130 CALLE MAGDALENA, IN THE CITY OF ENCINITAS, 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN EROSION AND SEDIMENT CONTROL BMP's MATERIAL MANAGEMENT (BMP's) 00 00 o grade CALIFORNIA. THE PROPOSED CONSTRUCTION ACTIVITY INCLUDES CONSTRUCTION OF A NEW THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND RESTAURANT BUILDING AND SITE IMPROVEMENTS WITH A TOTAL OF 1.6 ACRES OF TOTAL AREA SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL 12" Min, unless otherwise EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. EC -1 SCHEDULING NS -1 WATER CONSERVATION PRACTICES CONSTRUCTED /GRADED ONSITE. POST A SIGN DESIGNATING THE WASHOUT LOCATION. EC -2 PRESERVATION OF EXISTING VEGETATION NS -2 DEWATERING OPERATIONS specified by a soils engineer SECTION B -B (SWPPP) 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE EC -3 HYDRAULIC MULCH NS -3 PAVING AND GRINDING OPERATIONS 2. THE EROSION CONTROL PLAN AND THE STORMWATER POLLUTION PREVENTION PLAN SWPPP SHALL CONSTRUCTION SITE ACCESS I EC -4 HYDROSEEDING NS -4 TEMPORARY STREAM CROSSING BE KEPT ON SITE DURING CONSTRUCTION ACTIVITY. THE APPLICABLE BMP'S BEST MANAGEMENT ENGINEERING INSPECTOR. NOT TO SCALE A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO � EC -5 SOIL BINDERS NS -5 CLEAR WATER DIVERSION PRACTICE) LISTED ON THIS PLAN AND WITHIN THE SWPPP SHALL BE IMPLEMENTED AS SOON AS 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK EC -6 STRAW MULCH NS -6 ILLICIT CONNECTION /DISCHARGE Crushed aggregate POSSIBLE TO CONTROL STORM WATER POLLUTION DURING CONSTRUCTION. SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL AND /OR CORRUGATED STEEL PANELS /PLATES. EC -7 GEOTEXTILES AND MATS NS -7 POTABLE WATER /IRRIGATION greater than 3" but EC -8 WOOD MULCHING NS -8 VEHICLE AND EQUIPMENT CLEANING smaller than 6" Corrugated steel panels 3. THROUGHOUT THE DURATION OF CONSTRUCTION, THE CONTRACTOR SHALL HAVE A STATE CERTIFIED 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY CONSTRUCTION VEHICLES EC -9 EARTH DIKES AND DRAINAGE SWALES NS -9 VEHICLE AND EQUIPMENT FUELING Original QUALIFIED SWPPP DEVELOPER (QSD) ASSIGNED TO THE PROJECT IN ACCORDANCE WITH SECTION VII THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION EC -10 VELOCITY DISSIPATION DEVICES NS -10 VEHICLE AND EQUIPMENT MAINTENANCE grade OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NPDES GENERAL PERMIT FOR STORM WHICH MAY ARISE. VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS EC -11 SLOPE DRAINS NS -11 PILE DRIVING OPERATIONS ( ) SHALL BE MADE OFF -SITE. WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION AND LAND DISTURBANCE ACTIVITY 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT EC -12 STREAMBANK STABILIZATION NS -12 CONCRETE CURING 12" Min, unless otherwise (CONSTRUCT ON GENERAL PERMIT). THE QSD IS RESPONSIBLE FOR ALL CHANGES TO THE PROJECT EROSION CONTROL EC -13 POLYACRYLAMIDE NS -13 CONCRETE FINISHING specified b a soils en ineer Filter fabric SWPPP AND EROSION CONTROL PLAN. PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. SE -1 SILT FENCE NS -14 MATERIAL AND EQUIPMENT USE p y g EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SE -2 SEDIMENT BASIN NS -15 DEMOLITION ADJACENT TO WATER 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION SE -3 SEDIMENT TRAP NS -16 TEMPORARY BATCH PLANTS SECTION A -A 4. THROUGHOUT THE DURATION OF CONSTRUCTION, THE CONTRACTOR SHALL HAVE A STATE CERTIFIED INCORPORATED HEREON. CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. SE -4 CHECK DAM WM -1 MATERIAL DELIVERY AND STORAGE NOT TO SCALE QUALIFIED SWPPP PRACTITIONER (QSP) ASSIGNED TO THE PROJECT IN ACCORDANCE WITH SECTION VII NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. SE -5 FIBER ROLLS NM (SEE BMP WM -2 MATERIAL USE NOTE: OF THE CONSTRUCTION GENERAL PERMIT (CGP). THE QSP IS RESPONSIBLE FOR IMPLEMENTATION OF 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT ALL ASPECTS OF THE EROSION CONTROL PLAN, THE STORMWATER POLLUTION PREVENTION PLAN THE CONCLUSION OF EACH WORK DAY. LEGEND HEREON) WM -3 STOCKPILE MANAGEMENT Construct sediment Sediment trapping DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. (SWPPP) AND THE SWPPP SPECIFICATIONS. SE -6 GRAVEL BAG BERM �0 WM -4 SPILL PREVENTION AND CONTROL barrier and device CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION SE -7 STREET SWEEPING AND VACUUMING WM -5 SOLID WASTE MANAGEMENT channelize runoff 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY CONTROL MEASURES. SE -8 SANDBAG BARRIER WM -6 HAZARDOUS WASTE MANAGEMENT to sediment 5. THE QSP OR PERSONNEL TRAINED BY THE QSP ARE RESPONSIBLE FOR PROVIDING WEEKLY, WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND SE -9 STRAW BALE BARRIER WM -7 CONTAMINATED SOIL MANAGEMENT trapping device,,_.. QUARTERLY, PRE - STORM, DURING STORM AND POST STORM BMP INSPECTIONS IN ACCORDANCE TO _ OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE SE -10 STORM DRAIN INLET PROTECTION WM -8 CONCRETE WASTE MANAGEMENT pp g THE SWPPP. ALL INSPECTION RECORDS SHALL BE KEPT ONSITE FOR THE DURATION OF THE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT L PROJECT. REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. (^ WE -1 WIND EROSION CONTROL WM -9 SANITARY /SEPTIC WASTE MANAGEMENT _ 1 TC -1 STABILIZED CONSTRUCTION ENTRANCE /EXIT WM -10 LIQUID WASTE MANAGEMENT ¢ �� pi 6. ALL CONTRACTORS AND THEIR PERSONNEL WHOSE WORK CAN CONTRIBUTE TO OR CAUSE STORM CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP) NOTE TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY TC -2 STABILIZED CONSTRUCTION ROADWAY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING O WATER POLLUTION SHOULD BE MADE FAMILIAR WITH THIS PLAN AND THE SWPPP. ADEQUATE TC -3 ENTRANCE /OUTLET TIRE WASH 0 `L ( Corrugated steel panels TRAINING FOR THE IMPLEMENTATION OF THE MEASURES PRESENTED HEREIN SHALL BE PROVIDED BY EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE MATTING) MUST BE ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. ¢o �� q q g IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES THE CONTRACTORS FOR THEIR PERSONNEL. (E.G. SILT FENCING, FIBER ROLLS, DETENTION BASINS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE 8 8 10' min or as required LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF COMPLETE. BE Of ADJACENT ROLLS SHALL o° 0 ° °0 C�°d °O c to accomodate 7 BROUGHT TO THESATTENTIONOOFITHEOQSD.ONF NECESSARY THIS POLANRWILBBE RRIEVISED TO REFLECT TIGHTLY RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. TIGHTLY ABUT. DO NOT > Poi 8 anticipated traffic, CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. THE CHANGES. OVERLAP ENDS. \ Q ,,,,R,�� whichever is greater. PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE). CL �°g 4 ° _ °�o� is greater. 8. ALL PREVENTION AND CLEAN UP MEASURES SHALL BE CONDUCTED IN ACCORDANCE WITH CITY AND STORED STORAGE PLACE EXCAVATED TRENCH SOIL Q STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. ON THE UPHILL OR FLOW SIDE OF Z 11 B COUNTY ORDINANCES, AS WELL AS STATE, AND FEDERAL REGULATIONS. WASTE MATERIALS SHOULD CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. THE WATTLE TO PREVENT WATER R I- - BE DISPOSED OF IN A LEGAL MANNER. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR II FROM FLOWING UNDER THE WATTLE ,gip R w 24' min. POST - CONSTRUCTION BEST MANAGEMENT PRACTICES REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, _III r 9. ONLY STORM WATER FROM THE PROJECT SITE SHALL BE ALLOWED TO FLOW INTO THE PUBLIC STORM PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY _III 'S IP DRAIN SYSTEM. REGULAR INSPECTION OF THE STRUCTURAL AND NON- STRUCTURAL BEST (BMP) NOTE FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL T_ 8" TO 10" 50 min. MANAGEMENT PRACTICES USED ON THIS PROJECT SHALL BE PERFORMED IN CONFORMANCE WITH THE BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY -III rDIAMETER SWPPP TO INSURE PROPER OPERATION. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DICA MEANS STORM RUNOFF SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. 2" TO 4 -�� \I/ _ or four times the circumference GENERATED AND CONVEYED VIA IMPERVIOUS AREAS SUCH AS ROOF, ROOF DRAIN, DRIVEWAY AND STREET. "� �/ `WWW/%% 10. ON A DAILY BASIS, AS- NECESSARY, AND AFTER CONSTRUCTION HAS BEEN COMPLETED, THE SITE TRAINING TRENCH of the largest construction vehicle tire, BMP MEASURES SHALL BE IDENTIFIED ON THE SITE PLAN. MOST COMMON MEASURES ARE DESIGNATED TRAG '. -_ _ Match whichever is greater HARDSCAPE AND ADJOINING STREETS AND SIDEWALKS SHALL BE SWEPT CLEAN. ALL WASTE AND TURF AREAS, WHICH RECEIVE ROOF DRAINS AND RUNOFF FROM IMPERVIOUS AREAS. TURF AND CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED Existing LEFTOVER MATERIALS SHALL BE REMOVED FROM THE SITE. ALL LANDSCAPING AND PLANTING AREAS LANDSCAPED AREAS THAT ARE DESIGNED FOR BMPs SHALL BE DELINEATED ON PLANS AND A NOTE TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE 3/4 "x3/4 "x18'�� 'iI -I- - WIC Grade PLAN SHALL BE WELL MAINTAINED TO PREVENT EROSION. AVOID OVERWATERING. PLACED ON PLANS PROHIBITING MODIFICATION OR REMOVAL OF THE BMP LANDSCAPE AREAS WITHOUT A BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE WOOD STAKE AT' -III- =I VVj CITY PERMIT. PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN =I- NTS RESPONSIBILITIES. 4' ON CENTER 11. DISTURBED SOILS SHALL BE WATERED AS OFTEN AS NECESSARY TO KEEP SOIL VISIBLY DAMP DURING 6 of California Stormwater BMP January GRADING AND CONSTRUCTION TO MINIMIZE DUST GENERATION. COMPLY WITH AQMD RULE 403 TO -IIII 6 Handbook 2003 INSURE THE CLEANUP OF CONSTRUCTION RELATED DIRT ON APPROACH ROUTES TO THE SITE. WASTE MANAGEMENT CITY STORMWATER POLLUTION CONTROL POST CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED STRAW ROLLS MUST BE PLACED li CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER ALONG SLOPE CONTOURS AND IN -III- construction 12. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM GRAVEL BAG BARRIERS. CONSTRUCTION BMP/IMP NOTES CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. =1�1- www.cabm handbooks.comm A 2" TO 4" TRENCH ,III- p 13. PAUL KOSHMIDER, IN -N -OUT BURGER DIRECTOR OF NEW CONSTRUCTION (UNTIL A QSP HIRED BY THE 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE - IIII- GENERAL CONTRACTOR HAS BEEN ASSIGNED) SHALL BE NOTIFIED AT (626) 905 -1016 IN AN INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE III EMERGENCY. COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH SPECIFICATION: BMP LEGEND 14. THE QSP SHALL PREPARE AN ANNUAL REPORT FOR EACH REPORTING PERIOD FROM JULY 1st TO 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. STRAW WATTLES SHALL BE MANUFACTURED FROM NN INSTALL STRAW WATTLES BARRIER PER DETAIL "Y" AND PER BMP JUNE 30th. THE ANNUAL REPORT SHALL INCLUDE STORMWATER MONITORING INFORMATION AND MODIFIED WITHOUT A PERMIT FROM THE CITY. DOCUMENTATION OF ALL TRAINING AND BMP INSPECTIONS. TIONS. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN RICE STRAW AND SHALL BE WRAPPED IN A SE -5. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE TUBULAR BLACK PLASTIC NETTING. THE NETTING 15. WITHIN 90 DAYS OF THE FINAL COMPLETION OF CONSTRUCTION THE QSP SHALL ELECTRONICALLY FILE TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR SHALL HAVE A STRAND THICKNESS OF 0.30 INCH, CONSTRUCTION MATERIAL DELIVERY AND STORAGE PER BMP's A NOTICE OF TERMINATION NOT THROUGH SMARTS AND UPLOAD A FINAL SITE MAP AND PHOTOS. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP IMP FACILITY AND /OR THE INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE A KNOT THICKNESS OF 0.055, AND A WEIGHT OF (NOT) / AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 0.35 OUNCE PER FOOT (EACH PLUS /MINUS 107) WM -1, WM -2 AND WM -4; WASTE MANAGEMENT PER BMP ADDITIONALLY THE QSP SHALL UPLOAD THE FINAL ANNUAL REPORT. TURF /LANDSCAPED AREAS. 436 -4151. AND SHALL BE MADE FROM 85% HIGH DENSITY WM -5; SAN 16. SANITARY /SEPTIC WASTE MANAGEMENT PER BMP WM -9; 1 DO HEREBY CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WILL 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES POLYETHYLENE, 14% ETHYL VINYL ACETATE AND LOCAL DISTRIBUTOR: VEHICLE AND EQUIPMENT STAGING, STORAGE, CLEANING, BE CARRIED OUT UNDER MY DIRECTION AND SUPERVISION. I UNDERSTAND THAT AT THE CONCLUSION UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. AROUND THE SITE. 1% COLOR FOR UV INHIBITION. STRAW WATTLES HYDRO - SCAPE CUSTOMER FLUSHING AND MAINTENANCE PER BMP's NS -8, NS -9, AND OF THIS PROJECT, I WILL BE REQUIRED TO SUBMIT CERTIFICATION THAT ALL ELEMENTS OF THIS SHALL BE NINE INCHES IN DIAMETER (PLUS OR SERVICE (800) 395 -4477 NS -10. PROJECT WERE CARRIED OUT IN ACCORDANCE WITH THIS EROSION CONTROL PLAN AND ALL OF ITS 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. MINUS ONE INCH), TWENTY -FIVE FEET LONG ATTACHMENTS. APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM (PLUS OR MINUS 0.5 FEET) AND WEIGH 35 LBS. STABILIZED CONSTRUCTION ENTRANCE PER BMP TC -1 MODIFIED ADEQUATE IMP /BMP. STORMDRAIN INLETS ON PERVIOUS SURFACES. (PLUS OR MINUS 107). TO FIT SITE CONDITIONS. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. DETAIL "Y" A PERMIT FROM THE CITY. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE STRAW WATTLES BARRIER DETAIL OPTION NN��N� INSTALL GRAVEL BAG BARRIER PER BMP SE -6 AND PER DETAIL "X ". PAUL KOSHMIDER, IN -N -OUT BURGER DIRECTOR OF NEW CONSTRUCTION 09 -10 -13 7, THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE NAME DATE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. FOR MORE INFORMATION ON STORMWATER OLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE NOT TO SCALE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. PROJECT N.P.D.E.S. COORDINATOR (626) 905 -1016 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER TITLE TELEPHONE NUMBER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, CONSTRUCT CONTINUOUS NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE SLOPEGARD 3 WEIGHTED FIBER EROSION CONTROL CONSTRUCTION NOTES ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ROLL BARRIER PER BMP LEGEND ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY HEREON OR GRAVEL FILLED FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED PLASTIC BAGS 100 INSTALL GRAVEL BAG BARRIER PER DETAIL "X" SHOWN HEREON AND PER BMP WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF SE -6. WHEN THIS BARRIER IS INSTALLED AROUND A DRAIN BOX, STORM DRAIN, OR CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE GRAVEL FILLED PLASTIC CATCH BASIN INLET, INSTALL A PERMEABLE FILTER FABRIC ON TOP OF THE INLET TO SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND BAGS (LAY EACH LAYER PREVENT SILT FROM ENTERING THE INLET. DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. IN OPPOSITE DIRECTIONS) 101 INSTALL STRAW WATTLES BARRIER PER DETAIL "Y" SHOWN HEREON AND PER BMP SE -5 0 z a � O � n N z oU M z x �W w rn� B z LL 0 rn� Q N v I 0 0 FINISHED AREA PROVIDED FOR CONCRETE WASHOUT LINED WITH 10 MIL PLASTIC 00 SURFACE N y w IMPERVIOUS AREA �m IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 93,275 SQ. FT. 0 z a � O � n N z oU M z x �W w rn� B z LL 0 rn� Q N v I 0 0 FINISHED SURFACE N y w IMPERVIOUS AREA �m IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 93,275 SQ. FT. IMPERVIOUS AREA AFTER CONSTRUCTION: 87,395 SQ. FT. -u- DECREASE INGREASE IN IMPERVIOUS AREA: 5,880 SQ. FT. (6.37) 4" EMBEDMENT IMPERVIOUS AREA REPLACED 87,395 SQ. FT. 18 "t 0 z a � O � n N z oU M z x �W w rn� B z LL 0 rn� Q N v I 0 0 I I I I DETAIL "X" T-;j - 8' MINIMUM GRAVEL BAG BARRIER DETAIL OPTION NOT TO SCALE DETAIL °W° CONCRETE WASHOUT AREA NOT TO SCALE LIST OF MAJOR CONSTRUCTION MATERIALS, WASTE AND ACTIVITIES AT THE PROJECT SITE 1. ASPHALT AND CONCRETE PAVEMENT. 2. CONCRETE CURBS AND WALKS. 3. ONE CONCRETE BLOCK TRASH ENCLOSURE. 4. UTILITY SERVICES TO PROPOSED BUILDING. 5. PARKING LOT LIGHTS. 6. LANDSCAPING AND IRRIGATION. 7. CONSTRUCTION OF A NEW BUILDING. 8. CONCRETE BLOCK WALLS AND FENCES. 9. EARTHWORK MOVED ONSITE AND EXPORTED OFFSITE. Underground Service Alert P�, eiFORoE YOGA Call: Toll Free o, c 81 1 1 TWO WORKING DAYS BEFORE YOU DIG QROFESSIO� h���S. LavoI �� X m w 38382 * lF OF CA\-\F � 3 2 3 0 a �r CHANGE NO. DESCRIPTION PP OV D DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN Br: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. °. s M.S.L. G.R.H. M.S.L. ® onmr ) '� CITY of ENCINITAS POINT NUMBER 1031 STATION NAME: ENC -31. 2.5" CITY OF ENCINITAS BRASS DISC IN THE NORTHWEST CORNER OF DRAINAGE BOX ON NORTH SIDE OF ENCINITAS BOULEVARD AND 700 FEET EAST OF WESTLAKE STREET. ELEVATION = 182.995 FEET (NAVD88) HORIZONTAL: AS NOTED VERTICAL: AS NOTED PLANS PREPARED UNDER Q n Mai yTL �S `wc . MARK S. LAMO E X SUPERVISION OF DATE: 09 -10 -13 R.C.E. NO.: 38382 EXP.: 03 -31 -15 RECOMMENDE . M--- -- MASIH MAHER C42519 lo/q/11? DATE APP V ' /' /;' GLENN PRUIM C51274 ENGINEERING /PVBUCYORKS DIRECTOR /e &!//3 DATE EROSION CONTROL PLAN TITLE SHEET FOR: IN -N -OUT BURGER RESTAURANT 130 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. APN'S 258 - 112 -24, 258 - 112 -23, 258 - 112 -22 PLANNING CASE N0: 12 -162 MUP /DR /GDP C 11600 -G J24-J 0 a W z F SHEET 7 OF JN 12008 -12008 C7ecpts i a 0 z a � O � n N z oU M z x �W w rn� B z LL 0 rn� Q N v I 0 0 CROSSWALK" SE _Z x2.5 x4' TALL S3WALK" SIGN TEA�03AR a 0000 z� 6 � -3 I / TR ' BFD 5.38 X4'13'21 "W P1252 / / / PP Q 11.18A i SE-6 00 11.7.3TC SA C 5 TALL aF � x- I FG PIES FROM Q8' z 11. Pc rn To 0 2 N- OF R Iz l 11 1111 A \1 A - r A r Ex 5' TALLj; 11 1111 1 � °�� Ao �� 05 Rc °c� � cLF 11� 1 % �oG, FRO �. wog ENC �o 1111! 1'Y11 T\ 1� / ° '� �, N to n k� j' �.r -�.!� jR P0 F`- �S,LiKC 7T01 AF EE \ptAY i 1� -�p '.'` xo 11_E �ISr�I 11 11, 1° 1 A 7 0 1,1� \1 tc cl 1 �L t rn o o l �2 cs T F. r A b, r p C p GM m - n �n 11 ZF V 12.O8FS n P GU PRO- \ O c1/ I1111 )1111 11 1 \� �1 1 ZG o x �50R GM p\ppFp N � �, I 1 �p1N G LL 1 I � 111 1111 1 1 I o W x 111 � 1111 11 1 1\ (i1 2�-�PC � G1 100 BMP `� � 1 I 1111 1111 11 A1� (10- � �6�R o 3r1TC SE -6 0�� A 7 P111 �1111I11 1 I J 7c �t �2>c �A�w \ WEST LINE OF N.E. 1/4 OF 10 l 151, OWN' N.W. PN 1p 21 2FL N.W. 1/4, SECTION 15, T.13 ., 1 1 \ 1 1 % 11 �151FS - OCG\ CQ Ao- M �1Y V A10 \ N EX. R� AN Pv;z3 c. w1." aolvo l A5F5 R.4W., S.B.M. PER MAP N0. 1 11 12' 11' 1 8116 FILED 05 -28 -1975 x � 1111 1111 �II1�1 10.1E ° �V A\ �- PNQ yo`> Nw2`�F'�gU11�� �r o � Z25 vo �1111)�V11 I I o351LQ \VA �o pF � 1 11111111 �1 1 (GO g2)AC L�° �1111�A - `s iA� �11111I1Ij�V A ADg73)AC 1110 °o Pc oo I RSV A �A V PL'V1� VA V �A V O o Yc n \ �T111 \ VA I�\ \ za BMP V� VA j� 0 03 7 101 SE -5 F o ZA 111\ Ug 591 170j� G' oo air ON V� \VAS OggFe (09 No '; -off 0 11pv� 29 V A\ VA�V�A \v JOIN �9'. °��o s� �� �� o 30 +T / 00 03 \V A V LFA li- B � AC o 7p \ \ \\ 709 ' -tF\6i \ A FV 18' TAIL BY 10' WIDE D' TA AA AA \ ±\ b ° �° ® t �ENCL.i X10.6 Ti O NCINITAs z 2 ci { BOULEVARD Q � EVAR /.J 0 74 pfT( 0 "CF. 10.97TC �- ° 122.3' a '_ v- aw WI/ � 0.87FC s R_7aa.ob• UPIVE A al p 11.15AC w / / ( 05 T - - - -- -- -�� c� ° L -952° 41'2$" 12�° / aL�73.7Y / 0.11 T PB MW PED µ�32� MP RIP 4= 80'4'037 4 r6 .c. (1a 36)FL 101 ISLAND GP R= 20.00' �I 4 y8)F3 S -5 `� .G� - - GP L =28.1 PIE 3 " EX 1 5'x7.5'x4' TALL - -I ° a ,I \ SDG &E GAS PED. I 2.4107C .90AC - -I ° ° X'S�° ° a - 15 "TR /.1 Z 112 ��X z-19' TALL EX. 3x3'3' TALL SDG &E I w , PM #D32�05 68220 EX. 3,5'x6.5' COVERED o 41 CANOPY _ -. SDG &E VLT. -_a I : °/ GMS °DYS�'F1V$ERe ( ) o _ - (`� i,) (� 1GPj LSLAN;:S a -I - EAST SIDE OF EX 11 5'aIj>.7' I I � C3 I _ MP ° / i I /P( a - ° - i. ESPRESSO BAR KIUSK CANOPY 'Lo a Q 10�FUEIf, TANKS JJL.,c -a_ _�. °GP VARIES FROM 4.4' TO 5.2 l\N. OF �'. 4� �-�� _ AND 1 �. - (�4.4, A a _ o2)Aci a ° b / rn U1 - - - - J 15 "TR 1 a _ ° -ter KLL ^" BMP m U I (14.46 FS tot (1 a_62)FS ,� �� Mi REC I --- ( 5 WV LEG a- -� _ _ CI 11 s wX i EXISTING vI I 11.85FL, B - - - _I STREET R/W y 1235TC, � ROA= __ -_ G. r I � I 14.05 TC 52.5' - GP if �. 13.SSAC I' 2JOIN vi - �1&,17)FS GP GPI PROPERTY Il�a a 12)FS n �� EX VALERO j3.84)AC GP LINE W, 13.OSTW 13.85FS 7.g'ii4.17 FF- < � GAS STATION 7 11.37FS 13.40TC 13.75TC 14.i5FS �' 32: 13. F ENCINI7 BLV GP 11830 7290AC .25AC rn vi APN )1 0 1o2o1F V o� � 25B -11z -2 � PROPANE GP 3- 3FS 1 7' TAI t BUILDING L TANk GP GP 12�65Pp 13� FS 1 _� _� 6 LO1 01 FT I FUTURE SE 15 "TR 1 1 060.1' I DOOR RVIC BMP 17A0' g A 1 6p FC °RGi -- _ 11(73.64)AC - 101 I °� -I rl3" )I`; III 1 10 JOIN ®WV 11 1� BMP 100 w 4 vLL CLF W /SLAT_,, g 11.45TC A -C. UNITS AND `70RAGE ° i \ X773 113 3 r Q X186'08'28 "W q �z I TE ONSTRUCTION Ex TRASH 2 N �QU� ¢ 9.0' ALL s -ID METAL n n �ArES 12.15TC JN 12008 -12008 CBecp m N m u Q N 1L65AC 11.4 TC 12.00TC 10. OAC 11.451C 11.SOAC I 0.95AC X 2.ao 12 7src 72.25AC C a d'1220T 1.5% ° ° C 11.37TC �- 10.87AC M E� CO MONUMENT V AVA V �\ 1 8 1 0� gF L�10.10QQ 10.20FS SIGN WITH A NEW IN -N -OUT BURGER SAME 11 SIZE PANEL SIGN ONLY IF AN EXISTING BUILDING \ \\ �' \\ 117 \ T EG -^ ° 10.65TC 10.90AC 11 11.55AC 1 1 _ 11.ssrc 0 1 '� C) C) PERMIT IS FOUND. IF A PERMIT IS NOT FOUND, 1 \ \1 G, o - 10.15FS 111 / rn D. Q THEN THE EXISTING SIGN MUST BE REMOVED. A VV1��� �S.( 8.4 G g6G P BMP, gE N _ I I I I I I F � -j sFG `� �' � SE -6 100 O J � 10.12FL,AC a / � TEMPOR RY LOCATION AND SI z 7 34 scP ° �I I e -o8s 5rc�� 1P 49€ i ROCK AND CORRUG EL PLATES , I IG 1 I. g7asF s AC - - 0 01- Q N Al A STABI CONSTRUCTION 08.45FC ° 10.25FS AC w ~o °� ° ° cO - N V o 1 scP o CE /EXIT PER CALIFORNIA BMP 09. I xV i O rn N (V N ,n 2108 x , 1125T 10.75AC `� `� N / N o8.ss 10.15TC , o� � HANDBOOK (2003) N0. TC -1 / o9.ssA o � 11. 8TC, 10.78AC 4.7 � 12.82TC / ® �/ / > � .avaa 12.32 S vw V .if Pl� "I I -I AP/PROXIMAT LOCA ION OF �1O CF 4' cF o o o o ( / _ I ,8 �p12.AOTC R-2.�OTC b� �- �` 2'i `rico "I l 1 1 e s CQNGRET� WAS1H0 AREA OR k 1 N / / I 123�AC - O p . DROP OFF BOX PER CALIFORN A N 13.45TC 25' I1 h S M 80TC PMIP HANDBOOK (2 3) NO. M -8 13.2bTC 12.95FS �`�I,� 30TOGFlJ 12 -7�A BE vaa WETLANDS BOUNDARY--- "C� 08.25V ¢ PER CARDRO ENTRIX / // / I I°'I .1A 5 07„ OAS' 08.2 TC N Q _ _ IL WETLAND ASSESSMENT 3. 7�7. F/ - /108 7 FS 10.58TC 11.70T N 13.62FS pli Y G U� 13.75FF,FS \ \ M m¢ a pOE�,t SF I O / // / I // 011 ? �0 �7 o z w i i CUSTOMER - 9.,05T SERI ENTRANCE ° RANCE 8.550E -{112 uIr 13.78FF,FS B 1.95TC SFF l 91/ "ARwuf3C CA3 08 7 N 13. 1 T /SLAB 3,750SF d o 13.75T /SLAB II 0�S 12.45AC W / I I �/ 10. dFS 1 1 F 13.70FS N 113.75FF TO 113.78FF O v= o �� 3.70F /)T. 1 11 O 13.4FG P 'D 112.67PAD N Y � - 7 O v1 A ' - / 13.25TC '� FIRE, 107.75BEP I. ° 12 y�2TW 0 "CF M _ o \ rn / / p 0�9�� /I'd O°j o o _12.75AC_ - 0 "CF � 13.75TC 701 M'I /', .� L 00��5 00 \� 111 c� 12.80T 7/3 13.65 C /\ A 12.30FS ° °, PAY Z I I 0O 0F`'v�i v1`i 1 WINDOW x �� 7 / O°j``' o 100 �BMP ~o "o m N / 14.17TC w / / / / p°�' rn w o �' - n ro Ni �i 1.4% 33.67FL,HP 1.87 100 M 1 Q S.W. CORNER OF N.E. 1/4 OF I // /// / I o 00 -V 1 ri �� - N.W. 1/4, SECTION 15, T.13S., 10.6 R.4W., S.B.M. PER MAP NO. 10 F 11 2. % 8116 FILED 05 -28 -1975 - 10.21' N89'12'37 "W HDG #4 fl )vv 1�� w � U F O t<1 13 64F N M z ,13 5,3) !13_03)AC 72 60' R S III 7• W IT II a 356)FS .j a I U � I112.95 SCC z III .0i JOIN M o JOIN (1333)FS . (1315 TC `� (12.51)Fl ��- I NEW INOB MONUMENT �I SIGN 13.O5FS - 12.95TC VJ� 12.45FL,GB WV® 0 "CF 13.04TC m I d CF CL NEW 25' WIDE DRWY, 5.5' AT 9.1% _ 4.5' AT 1.5% °- 12.6001- I �II ° 1 W® A, \ SE -5 101 \ °a 11 23F�gMSO ppt 12 330 12 21 \F 2 11 00)01' 1..J PI BOA o51GG �10 q 1N� 54 iL<l ,3G \FT pp 1 121 R��G PT G pApp gCP � a LF 2 T Cc \� G O R �V.jOE �L a o a a0 �F�_ REC. WV NI:>m 7 ° \ ApX�0V1 ixo. Io-I� 0 ° Uw CD `x \`L 1 ?o o o n 2 n� o T)w c 0-i NU0 _ \ ° ink a O.� O O U J °o o w i�o �� ono Ow o-0 SE- o k �O 11 -O ,fIO�C^ �(�� �}NN ���N SZO�NLL M� �U /� -WNN° V��� . °V � ' �o +I� �� = �� ��„�� 1 -1 .n o�i %�� w_ ��i ri M �� d �r�`i n;-s; r`70� c`I Oo(1 0 �'. U lL \ .� U -- w W- U ILL: (p __ N m N N✓ C) � tS o - W i ri ri v � � � rn X O O Z N cli EL <r � ,.,1 � °�� 1 ` o � \ v r N -� c X o0 o Tfl v c.i �_ i� A cp �-.. r�i c�i ¢ ° m O r, r � w 0 +) rn \ CONS RUCTION MATERIAL D�YVERY AND STORAGE PER 5 o G Q o� 0i o�. UJ w x 1,. °O "' 3' v ,r voo \. BMP's WM -1, WM -2 AND WM -4; WASTE MANAGEMENT \ ��w \ Z O o .� _ C5 I PER BMP WM -5; SANITARY /SEPTIC WASTE MANAGEMENT o N Zo �? o W i V� N �oN NNN o o �aN� 00 L k' I PER BMP WM -9; VEHICLE AND EQUIPMENT STAGING, o aN N - 0 2g N� ` CITY OF ENCINITAS 29 STORAGE, CLEANING, FLUSHING AND MAINTENANCE PER P Buc WORKS BUILDING Ss' 4 Z � \ \ BMP's NS -8, NS -9, AND NS -10. 1 o cALLE MAGDALENA t ` n APN_ 258- 112 -28 WV FOR FH. DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL ENGINEERING DEPARTMENT APPROVAI o r� CITY OF ENCINITAS POINT NUMBER 1031 STATION NAME: ENC -31. HORIZONTAL: AS NOTED 2.5" CITY OF ENCINITAS BRASS DISC IN THE NORTHWEST CORNER OF DRAINAGE BOX ON NORTH SIDE OF ENCINITAS BOULEVARD AND 700 FEET VERTICAL: AS NOTED EAST OF WESTLAKE STREET. ELEVATION = 182.995 FEET (NAVD88) M.S.L. I G.R.H. I M.S.L. PLANS PREPARED UNDER SUPERVISION OF REC END D:� APP . DATE: 09 -10 -13 „��_ MASIH MAHER C42519 GLENN I C5 R.C.E. NO.: 38382 ENGINEERING/PU UC WO KS D MARK S. LAMOLTRnX EXP.: 03 -31 -15 DATE� !' 3 DATE TEMPORARY CONSTRUCTION TRAILER SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 30.46 OF THE MUNICIPAL CODE AND SHALL BE REMOVED FROM THE SUBJECT PROPERTY UPON COMPLETION OF CONSTRUCTION OF THE PROPOSED PROJECT. IN IN (:) ( 9 TRUE NORTH PROJECT NORTH 0 10 20 40 60 GRAPHIC SCALE SCALE: 1"=20' REFER TO SHEET C7 EROSION CONTROL PLAN TITLE SHEET FOR GENERAL NOTES, CONSTRUCTION NOTES, DETAILS, AND A LIST OF BMP'S. REFER TO SHEET C5 PRECISE GRADING AND DRAINAGE PLAN FOR ACCURATE ONSITE ELEVATIONS AND DETAILS. DO NOT USE THE ELEVATIONS SHOWN HEREON TO CONSTRUCT THE HARDSCAPE OR GRADED DIRT AREAS. REFER TO SITE PLAN SHEET C9 FOR THE EXISTING TREE AND SHRUB LEGEND AND THE PARTIAL LEGEND. REFER TO DETAIL SHEET C2 FOR EXCEPTIONS TO COVERAGE, EASEMENTS LOCATED OUTSIDE OF PROPERTY LINES AND PROPOSED EASEMENTS WHICH ARE SHOWN AS NUMBERS AND LETTERS INSIDE DIAMONDS HEREON. CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT EROSION CONTROL PLAN FOR: IN -N -OUT BURGER RESTAURANT 130 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. APN'S 258 - 112 -24, 258-112-23,258-112-22 PLANNING CASE NO: 12 -162 MUP /DR /CDP m• w 4 vLL CLF W /SLAT_,, g ° A -C. UNITS AND `70RAGE ° i \ X773 113 3 12. OOAC q NL TE ONSTRUCTION Ex TRASH E ,- RAILER LOCATION TO WIT ALL s -ID METAL BE FIELD DETER �ArES JN 12008 -12008 CBecp m N m u Q N u Q H Q M �o1]ro U U Q `li TC 13.05 TO N 157.50' C 12.32 A 1255AC 2.ao 12 7src 72.25AC a d'1220T 12.37TC w 11.7OFL ) 11.87AC N M _ 90100'00" 5.00' Z 11. OTC, 11.100E ^' 7.85' 8FL ^ 11. OTC 1�10FL 4 TO 77.35FSC 2 11 1 9 AC E� CO MONUMENT V AVA V �\ 1 8 1 0� gF L�10.10QQ 10.20FS SIGN WITH A NEW IN -N -OUT BURGER SAME 11 SIZE PANEL SIGN ONLY IF AN EXISTING BUILDING \ \\ �' \\ 117 \ T EG -^ ° 10.65TC 10.90AC 11 11.55AC 1 1 _ 11.ssrc 0 1 '� C) C) PERMIT IS FOUND. IF A PERMIT IS NOT FOUND, 1 \ \1 G, o - 10.15FS 111 / rn D. Q THEN THE EXISTING SIGN MUST BE REMOVED. A VV1��� �S.( 8.4 G g6G P BMP, gE N _ I I I I I I F � -j sFG `� �' � SE -6 100 O J � 10.12FL,AC a / � TEMPOR RY LOCATION AND SI z 7 34 scP ° �I I e -o8s 5rc�� 1P 49€ i ROCK AND CORRUG EL PLATES , I IG 1 I. g7asF s AC - - 0 01- Q N Al A STABI CONSTRUCTION 08.45FC ° 10.25FS AC w ~o °� ° ° cO - N V o 1 scP o CE /EXIT PER CALIFORNIA BMP 09. I xV i O rn N (V N ,n 2108 x , 1125T 10.75AC `� `� N / N o8.ss 10.15TC , o� � HANDBOOK (2003) N0. TC -1 / o9.ssA o � 11. 8TC, 10.78AC 4.7 � 12.82TC / ® �/ / > � .avaa 12.32 S vw V .if Pl� "I I -I AP/PROXIMAT LOCA ION OF �1O CF 4' cF o o o o ( / _ I ,8 �p12.AOTC R-2.�OTC b� �- �` 2'i `rico "I l 1 1 e s CQNGRET� WAS1H0 AREA OR k 1 N / / I 123�AC - O p . DROP OFF BOX PER CALIFORN A N 13.45TC 25' I1 h S M 80TC PMIP HANDBOOK (2 3) NO. M -8 13.2bTC 12.95FS �`�I,� 30TOGFlJ 12 -7�A BE vaa WETLANDS BOUNDARY--- "C� 08.25V ¢ PER CARDRO ENTRIX / // / I I°'I .1A 5 07„ OAS' 08.2 TC N Q _ _ IL WETLAND ASSESSMENT 3. 7�7. F/ - /108 7 FS 10.58TC 11.70T N 13.62FS pli Y G U� 13.75FF,FS \ \ M m¢ a pOE�,t SF I O / // / I // 011 ? �0 �7 o z w i i CUSTOMER - 9.,05T SERI ENTRANCE ° RANCE 8.550E -{112 uIr 13.78FF,FS B 1.95TC SFF l 91/ "ARwuf3C CA3 08 7 N 13. 1 T /SLAB 3,750SF d o 13.75T /SLAB II 0�S 12.45AC W / I I �/ 10. dFS 1 1 F 13.70FS N 113.75FF TO 113.78FF O v= o �� 3.70F /)T. 1 11 O 13.4FG P 'D 112.67PAD N Y � - 7 O v1 A ' - / 13.25TC '� FIRE, 107.75BEP I. ° 12 y�2TW 0 "CF M _ o \ rn / / p 0�9�� /I'd O°j o o _12.75AC_ - 0 "CF � 13.75TC 701 M'I /', .� L 00��5 00 \� 111 c� 12.80T 7/3 13.65 C /\ A 12.30FS ° °, PAY Z I I 0O 0F`'v�i v1`i 1 WINDOW x �� 7 / O°j``' o 100 �BMP ~o "o m N / 14.17TC w / / / / p°�' rn w o �' - n ro Ni �i 1.4% 33.67FL,HP 1.87 100 M 1 Q S.W. CORNER OF N.E. 1/4 OF I // /// / I o 00 -V 1 ri �� - N.W. 1/4, SECTION 15, T.13S., 10.6 R.4W., S.B.M. PER MAP NO. 10 F 11 2. % 8116 FILED 05 -28 -1975 - 10.21' N89'12'37 "W HDG #4 fl )vv 1�� w � U F O t<1 13 64F N M z ,13 5,3) !13_03)AC 72 60' R S III 7• W IT II a 356)FS .j a I U � I112.95 SCC z III .0i JOIN M o JOIN (1333)FS . (1315 TC `� (12.51)Fl ��- I NEW INOB MONUMENT �I SIGN 13.O5FS - 12.95TC VJ� 12.45FL,GB WV® 0 "CF 13.04TC m I d CF CL NEW 25' WIDE DRWY, 5.5' AT 9.1% _ 4.5' AT 1.5% °- 12.6001- I �II ° 1 W® A, \ SE -5 101 \ °a 11 23F�gMSO ppt 12 330 12 21 \F 2 11 00)01' 1..J PI BOA o51GG �10 q 1N� 54 iL<l ,3G \FT pp 1 121 R��G PT G pApp gCP � a LF 2 T Cc \� G O R �V.jOE �L a o a a0 �F�_ REC. WV NI:>m 7 ° \ ApX�0V1 ixo. Io-I� 0 ° Uw CD `x \`L 1 ?o o o n 2 n� o T)w c 0-i NU0 _ \ ° ink a O.� O O U J °o o w i�o �� ono Ow o-0 SE- o k �O 11 -O ,fIO�C^ �(�� �}NN ���N SZO�NLL M� �U /� -WNN° V��� . °V � ' �o +I� �� = �� ��„�� 1 -1 .n o�i %�� w_ ��i ri M �� d �r�`i n;-s; r`70� c`I Oo(1 0 �'. U lL \ .� U -- w W- U ILL: (p __ N m N N✓ C) � tS o - W i ri ri v � � � rn X O O Z N cli EL <r � ,.,1 � °�� 1 ` o � \ v r N -� c X o0 o Tfl v c.i �_ i� A cp �-.. r�i c�i ¢ ° m O r, r � w 0 +) rn \ CONS RUCTION MATERIAL D�YVERY AND STORAGE PER 5 o G Q o� 0i o�. UJ w x 1,. °O "' 3' v ,r voo \. BMP's WM -1, WM -2 AND WM -4; WASTE MANAGEMENT \ ��w \ Z O o .� _ C5 I PER BMP WM -5; SANITARY /SEPTIC WASTE MANAGEMENT o N Zo �? o W i V� N �oN NNN o o �aN� 00 L k' I PER BMP WM -9; VEHICLE AND EQUIPMENT STAGING, o aN N - 0 2g N� ` CITY OF ENCINITAS 29 STORAGE, CLEANING, FLUSHING AND MAINTENANCE PER P Buc WORKS BUILDING Ss' 4 Z � \ \ BMP's NS -8, NS -9, AND NS -10. 1 o cALLE MAGDALENA t ` n APN_ 258- 112 -28 WV FOR FH. DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL ENGINEERING DEPARTMENT APPROVAI o r� CITY OF ENCINITAS POINT NUMBER 1031 STATION NAME: ENC -31. HORIZONTAL: AS NOTED 2.5" CITY OF ENCINITAS BRASS DISC IN THE NORTHWEST CORNER OF DRAINAGE BOX ON NORTH SIDE OF ENCINITAS BOULEVARD AND 700 FEET VERTICAL: AS NOTED EAST OF WESTLAKE STREET. ELEVATION = 182.995 FEET (NAVD88) M.S.L. I G.R.H. I M.S.L. PLANS PREPARED UNDER SUPERVISION OF REC END D:� APP . DATE: 09 -10 -13 „��_ MASIH MAHER C42519 GLENN I C5 R.C.E. NO.: 38382 ENGINEERING/PU UC WO KS D MARK S. LAMOLTRnX EXP.: 03 -31 -15 DATE� !' 3 DATE TEMPORARY CONSTRUCTION TRAILER SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 30.46 OF THE MUNICIPAL CODE AND SHALL BE REMOVED FROM THE SUBJECT PROPERTY UPON COMPLETION OF CONSTRUCTION OF THE PROPOSED PROJECT. IN IN (:) ( 9 TRUE NORTH PROJECT NORTH 0 10 20 40 60 GRAPHIC SCALE SCALE: 1"=20' REFER TO SHEET C7 EROSION CONTROL PLAN TITLE SHEET FOR GENERAL NOTES, CONSTRUCTION NOTES, DETAILS, AND A LIST OF BMP'S. REFER TO SHEET C5 PRECISE GRADING AND DRAINAGE PLAN FOR ACCURATE ONSITE ELEVATIONS AND DETAILS. DO NOT USE THE ELEVATIONS SHOWN HEREON TO CONSTRUCT THE HARDSCAPE OR GRADED DIRT AREAS. REFER TO SITE PLAN SHEET C9 FOR THE EXISTING TREE AND SHRUB LEGEND AND THE PARTIAL LEGEND. REFER TO DETAIL SHEET C2 FOR EXCEPTIONS TO COVERAGE, EASEMENTS LOCATED OUTSIDE OF PROPERTY LINES AND PROPOSED EASEMENTS WHICH ARE SHOWN AS NUMBERS AND LETTERS INSIDE DIAMONDS HEREON. CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT EROSION CONTROL PLAN FOR: IN -N -OUT BURGER RESTAURANT 130 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. APN'S 258 - 112 -24, 258-112-23,258-112-22 PLANNING CASE NO: 12 -162 MUP /DR /CDP m• � N ? 'a N^C�z DRAWING NO. °. a g w R z. a0 _ = w 3 a 11600 -GNP O w° SHEET 8 OF 24 Q N U N�o � N ? N^C�z DRAWING NO. °. a g w R z. a0 w 11600 -GNP w° SHEET 8 OF 24 N�o JN 12008 -12008 CBecp m N m - EX. "NO FED. CROSSING, USE ____ -- ----_- SX' &E GA x2.5'x4, K CROSSWAL" SIGN DG TALL m -- - -E ED. -- �°-3qB a EX. 2.5x3'x2.5' TALL PM JJD1' 36570 289 ' T 2 - - EX. 1.xPX5ALL PANEL '305"148.21' CONT. / PP P125236 - w N80. 52'14 "E G HDG 0 GP P r X A n w_ 3 55. 46 cti EX. 5' TALL CLF I I 8.5 ? O A�' T VARIES FROM 0.8' S. tYP' I N C / TO 0.2' N. OF v NEW SLURRY SEAL y AND STRIPING TYP. EX. 5' TALL I I Qo CLF � O' W. Z' EX. VALERO GAS / I `o RO STATION FREEWAY / "( 1 POLE SIGN I � x \I RON I ice/ A�1 Q o \ � NEW CURB / �ANb PAVEMENT EX. W N� R /w� 8' S op. L.L. ,< I \1 2 1NjR 1 15' 6 tiP N U_ 7 2 1 = 3'V N 8a OGG\ G PGOO? ll WEST LINE OF N.E. 1/4 OF RAW., /S.BM. PER SECTION MAP N0. p \ Q PN�goS N 25 0� U G 8116 FILED 05 -28 -1975 x I \ 1N 10 3 \ �o. 2q '(P5 SO' 11.0 oy , NEW SLURRY SEAL � AND STRIPING TYP. \ O O aaaa:a PROtECt IN NAtUR + + : +i 36 PVGEtpt10N , Io as +, i \ II C +a +a N i N86'08'28 "W 11 fl I I I LANDSCAPING A .: MODULAR WETLANDS��.;. 9' ISYSTEMS EX. 18' TALL BY 10' WIDE DEL TACO MONUMENT SIGN WITH A NEW IN -N -OUT BURGER SAME '... SIZE PANEL SIGN ONLY IF AN EXISTING BUILDING PERMIT IS FOUND IF A PERMIT IS NOT FOUND t._. ENCINITAg 45.38' CLOSE OFF EX. 27' DEWY, o N84'13'21 "W EXPANSION T J STRIPING PER 1/C10 D/L -v N o in o II > R =5' Z M 16 c _ a c RPSN ENS 5 a + + +al. GM ` + +'4 UPl\O ♦, +, ++ + + + +, + , + P1 FOR2 �05� \P +'+ 4+ +++ NipC. + ++++ +i o l` m THEN THE EXISTING SIGN MUST BE REMOVED. COVERED TRASH a '. COMPACTOR AND RECYCLE ENCLOSURE. 0 SEE 2/A13.0 J C\ONG m I \ 25' 1 WETLANDS BOUNDARY PER CARDRO ENTRIX WETLAND ASSESSMENT 5 2 7 I }al rn z I, I Q S.W. CORNER OF N.E. 1/4 OF I I N.W. 1/4, SECTION 15, T.13S., R.4W., S.B.M. PER MAP NO. 8116 FILED 05 -28 -1975 10.21' N89'12'37 "W \' ('Underground Service Alerf eCFQRE r °oa Call: Toll Free P X11 uu� TWO WORKING DAYS BEFORE YOU DIG CHANGE N0. DESCRIPTION DATE 13 .`; R =2' 4 V ° U Z N (`r - o� EXPANSION T J STRIPING PER 1/C10 X0Q -v N O R =5' °a nI OUTDOOR SEATING PATIO TABLE WITH AN UMBRELLA. N ovaoo '0 O ° U aS Nar 0o m 4 \ O 0 mw \ � Y a wa . m w 0 11 43' Q a MW e 0 00 FUEL TANKS 0 00 0 00 cn z Q C7 5 wo >U B 0co O W a ULEVARD • o REC® WV j N/ 3' WM a / d 717'03" _M/ 3353�r�� R= 749.00' EDRIVEW, �E �l L= 95.22, I 4= 147,28" L °73.11' / 0 22.11' TSP GV F - -ROH- - EX. 1" 2'x4 TALL Q i TSPB I I ELEC. RED. t` 32� 1 15 "TR *GPI -�� A= 80'4'00 37 *PROVIDE 4 SPACES MINIMUM 18" 18" PLAN TUBING 12" BELOW 18" L 18" DE IN 24" DEEP x NIDE CONC. FOOTING nr SUPPORTS 1 -1/2 "6 BING - 11 GA ADE, SEE CIVIL- 1 ISLAND GP R=20.00 < Y// I L= 28.16'TSPB EX. 1E GAS TALL //� SET TUBING 12" BELOW N GP SDG &€ GAS BED, 7 GRADE IN 24" DEEP x _ 5 TR L o EX. 3'x3'x3' TALL SDG &E W 6" WIDE CONC. FOOTING I 19' TALL pM #D32005 68220 EX. 3.5'x6.5' I COVERED o CANOPY _ SDG &E VLT. J L -1 SECTION L -1 ELEVATION L -1 GAS DISPENSER C IF NOTE: ISLANDS. I EAST SIDE OF EX. 11.5'x13.7 rn < 1. FINISH TO BE WEATHER RESISTANT, PAINTED BLACK ESPRESSO BAR KIOSK CANOPY il 0 Q I 2. ANCHOR RACK TO CONCRETE W/3/8 "0 X 2 -1/2" >L ISLAND i p VARIES FROM 4.4' TO 5.2' W. OF R L _ ^ ®I WEDGE ANCHORS (4 REQ'D) DETAIL nAn -ROH- - - _j 11 O 15 "TR 11, Q BICYCLE RACK tctW C q NOT TO SCALE REC. G WV 5 ® j>Fj ® WV CITY FIRE DEPARTMENT NOTES GENERAL SITE NOTES o + w° U0 ® ' ++ + +a +a + TOTAL ^ O N R =8' Wz T N86'08'28 "W w 65 N 90.10' II R =6' 2 � ~ 6 O 54' :. LANDSCAPING LAN SCAPINS it I\ N 45 n � APN 258- 112 -24 N A.C. PARKING LOT 1 �.7�Y����IL'1■I���i'I�i��■ I�111�IIL�� 11/16" 11/16" - - _ EXISTING 1. ALL ROADWAYS FOR COMMERCIAL AND /OR MULTI - FAMILY RESIDENTIAL 1. DO NOT PAINT ARROWS OR WORDS ON SITE PAVING AT ROH- _ - - a STREET R/W I PROJECTS (MORE THAN 5 HOMES) SHALL BE A MINIMUM OF 24 FEET IN DRIVE THRU LANE. i-I WIDTH DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR, z o0 52.5' - °Cp I I INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH LOCAL FIRE EX. VALERO I GP GP PROPERTY 2. CAULK ALL CONTROL JOINTS, EXPANSION JOINTS, TOOL CODES. CFC SECTION 503.4 AND 503.2.1 AMENDMENT. Gp LINE JOINTS AND SAW CUT JOINTS (EXCEPT DECORATIVE SAW w GAS STATION I ° CUTS AT ENTRANCES AROUND BUILDING AND PARKING LOT 2. ALL FIRE DEPARTMENT CONNECTIONS SHALL BE MOUNTED AT THE ) N Q a 325 ENCNITAS BLVD. I GP FOLLOWING HEIGHTS : 36 TO 42 INCHES ABOVE FINISHED GRADE, TO THE USING SIKAFLEX -2CNS, TWO- COMPONENT, NON -SAG, <_ APN 258 - 112_22 "� = PROPANE GP O POLYURETHANE ELASTOMERIC SEALANT WITH #30 SILICA O 17 TALL ° TANK I TOP OF THE CONNECTION ~ = Q 1,652 TALL BUILDING "' GP �p ° -IF FDC IS INSTALLED SEPERATE FROM THE BACKFLOW /DOUBLE SAND (MEDIUM GRADE). COLOR SHOULD MATCH AS CLOSE X L-w SQ. FT. I DETECTOR CHECK, IT SHALL BE LOCATED A MINIMUM OF 5 FEET AS POSSIBLE O CONCRETE COLOR. THE RECESS BETWEEN LOT 1 15 "TR 1 I TOP SURFACE OF CAULK AND TOP SURFACE OF PAVEMENT '. 060.1' FUTURE SERVICE O FROM THE BACKFLOW /DDC VALVE SHOULD BE APPROXIMATELY 1 /16" OF AN INCH. ROH - I DOOR -WHEN AN FDC IS ATTACHED TO THE BACKFLOW /DDC, THE FDC _ MOUNTING HEIGHT SHALL STILL BE 36 TO 42 INCHES ABOVE FINISHED G -WV P I I GRADE G E P D/L ^ -IF THE BACKFLOW /DDC IS INSTALLED WITHOUT AN FDC, BOTH LL CLF W I OS & Y VALVE HANDLES SHALL BE MOUNTED 36 -42 INCHES ABOVE R A.C. UNITS AND 72' FINISHED GRADE 0 TS E STORAGE •BUSHES, TREES, AND SIMILAR FOLIAGE SHALL NOT BE LOCATED EXISTING TREE AND SHRUB LEGEND ® 60 R S 7' WITHIN A RADIUS OF 5 FEET OF AN FDC OR BACKFLOW /DDC VALVE 0' T ASSEMBLY. GROUND COVER LANDSCAPE IS ACCEPTABLE TR #1 QUEEN PALM TREE C L A I •TOP OF STEM FOR BACKFLOW /DDC SHALL NOT EXCEED 48 INCHES IN NL 18' W I HEIGHT TR #2 PYGMY DATE PALM TREE 'i w 3. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED TR #3 SYCAMORE TREE <= + + . . Y) VERTICAL CLEARANCE NOT LESS THAN 13 FEET 6 INCHES CFC 503.2.1 O ,N I TR #4 CALIFORNIA FAN PALM TREE +, z Q I 4. FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO n N M SUPPORT THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS AND TR #5 SPANISH DAGGER TREE + + + + U SHALL BE PROVIDED WITH AN APPORVED PAVED SURFACE TO PROVIDE 157.50' C -3 + + I ALL - WEATHER DRIVING CAPABILITIES. AMENDMENT 503.2.3 TR #6 ARBUTUS TREE /-R =6' 62.40' 5. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TR #7 PINE TREE 2 n:.::.::::': 5.00' TO THE PROJECT SITE ALL OF THE FOLLOWING CONDITIONS SHALL BE n LANDS APING :.::. { }}:zl�!;. (�1 COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT. �vv SHRUBS (3't TO 4't TALL) 18 ^ w R --2 "ci:i. ?.: a. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED HOG #1 INDIAN HAWTHORNE 3 O BY THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY. b. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN HDG #2 OLEANDER X.:. +;.. 18' 25.z' ::. PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR 690OgOQ.. NEW INOB I EMERGENCY VEHICLES; AND HOG #3 CAPE HONEYSUCKLE R .500 z MONUMENT c. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND L 785 1� � 3 ro N ,0 SIGN I ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLE WATER HOG #4 MISCELLANEOUS SHRUBS CONSISTING OF MAINLY .81 =3' DISTRICT ROSEMARY, HOPSEED BUSH, AND DWARF BOTTLE BRUSH 11 LANDSCAPING w WV PARTIAL LEGEND G-, R =40' 1 z w o m iv 1 2 N N E3 NEW 24 "x36" OR 12 "X12" CONCRETE DRAIN BOX WITH A FLOGARD -PLUS FOSSIL FILTER I INSERT FOR ADDITIONAL PRE - TREATMENT OF STORMWATER RUNOFF. V ° A=11 48 54 iq 1 'CF ' I ,0�00 � APPROXIMATE LOCATION OF NEW 18' TALL LIGHT POLE. R= 236.00' N N L= 48.66' NEW 25 W IDE DRWY. EXISTING LOCATION OF EXISTING LIGHT POLE TO REMAIN . w vJ Z (gown z w i 41 =D 0 0 0 a a N n z 5.5' AT 9.1% I TRUE NORTH PROJECT NORTH TRUNCATED DOMES. i 0 z 1 4.5 AT 1.54 ' 0 10 20 40 60 r PROPOSED INOB INSTALLED AND MAINTAINED LANDSCAPED PLANTER INSIDE AND ADJACENT I ® D g TO THE INOB PURCHASE AREA. 81 s 010 2 NEW 2 "pR Ay 1 GRAPHIC SCALE VEHICLE DETECTOR LOOK Co m _ Iy3: NNE1I A'C'ANO AB ®V ER \ SCALE: 1 " =20' SITE 6' TALL TUBE STEEL FENCE WITH A 12" WIDE CONCRETE BURIED STEM WALL. pAVEMENt O 18" GUS NOTE: ALL PARKING STALL STRIPING TO _ AN EWpVK BE DOUBLE HAIR -PIN STRIPING LIMITS OF 12" DEEP DEPRESSED SURFACE BIORETENTION LANDSCAPED PLANTER WITH ?:.:. .:�..'..: NEW 6 W CREW S1D \ PER CITY STANDARDS _ ROCK MULCH FOR STORM WATER TREATMENT HAVING 3:1 SIDE SLOPES AND A ¢ ............... G oN MAXIMUM BONDING DEPTH OF 6 ", LINED WITH AN IMPERMEABLE MEMBRANE. a -R=15' `12" WIDE CONCRETE STEP OFF (TYP.) LANDSCAPING PARKING SPACE EXPANSION T STRIPING PER 1/C10 -v N O R =5' \ N GgM nI OUTDOOR SEATING PATIO TABLE WITH AN UMBRELLA. 0 "CF ovaoo '0 O 11 w M _ of 3 � APN 258- 112 -24 N A.C. PARKING LOT 1 �.7�Y����IL'1■I���i'I�i��■ I�111�IIL�� 11/16" 11/16" - - _ EXISTING 1. ALL ROADWAYS FOR COMMERCIAL AND /OR MULTI - FAMILY RESIDENTIAL 1. DO NOT PAINT ARROWS OR WORDS ON SITE PAVING AT ROH- _ - - a STREET R/W I PROJECTS (MORE THAN 5 HOMES) SHALL BE A MINIMUM OF 24 FEET IN DRIVE THRU LANE. i-I WIDTH DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR, z o0 52.5' - °Cp I I INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH LOCAL FIRE EX. VALERO I GP GP PROPERTY 2. CAULK ALL CONTROL JOINTS, EXPANSION JOINTS, TOOL CODES. CFC SECTION 503.4 AND 503.2.1 AMENDMENT. Gp LINE JOINTS AND SAW CUT JOINTS (EXCEPT DECORATIVE SAW w GAS STATION I ° CUTS AT ENTRANCES AROUND BUILDING AND PARKING LOT 2. ALL FIRE DEPARTMENT CONNECTIONS SHALL BE MOUNTED AT THE ) N Q a 325 ENCNITAS BLVD. I GP FOLLOWING HEIGHTS : 36 TO 42 INCHES ABOVE FINISHED GRADE, TO THE USING SIKAFLEX -2CNS, TWO- COMPONENT, NON -SAG, <_ APN 258 - 112_22 "� = PROPANE GP O POLYURETHANE ELASTOMERIC SEALANT WITH #30 SILICA O 17 TALL ° TANK I TOP OF THE CONNECTION ~ = Q 1,652 TALL BUILDING "' GP �p ° -IF FDC IS INSTALLED SEPERATE FROM THE BACKFLOW /DOUBLE SAND (MEDIUM GRADE). COLOR SHOULD MATCH AS CLOSE X L-w SQ. FT. I DETECTOR CHECK, IT SHALL BE LOCATED A MINIMUM OF 5 FEET AS POSSIBLE O CONCRETE COLOR. THE RECESS BETWEEN LOT 1 15 "TR 1 I TOP SURFACE OF CAULK AND TOP SURFACE OF PAVEMENT '. 060.1' FUTURE SERVICE O FROM THE BACKFLOW /DDC VALVE SHOULD BE APPROXIMATELY 1 /16" OF AN INCH. ROH - I DOOR -WHEN AN FDC IS ATTACHED TO THE BACKFLOW /DDC, THE FDC _ MOUNTING HEIGHT SHALL STILL BE 36 TO 42 INCHES ABOVE FINISHED G -WV P I I GRADE G E P D/L ^ -IF THE BACKFLOW /DDC IS INSTALLED WITHOUT AN FDC, BOTH LL CLF W I OS & Y VALVE HANDLES SHALL BE MOUNTED 36 -42 INCHES ABOVE R A.C. UNITS AND 72' FINISHED GRADE 0 TS E STORAGE •BUSHES, TREES, AND SIMILAR FOLIAGE SHALL NOT BE LOCATED EXISTING TREE AND SHRUB LEGEND ® 60 R S 7' WITHIN A RADIUS OF 5 FEET OF AN FDC OR BACKFLOW /DDC VALVE 0' T ASSEMBLY. GROUND COVER LANDSCAPE IS ACCEPTABLE TR #1 QUEEN PALM TREE C L A I •TOP OF STEM FOR BACKFLOW /DDC SHALL NOT EXCEED 48 INCHES IN NL 18' W I HEIGHT TR #2 PYGMY DATE PALM TREE 'i w 3. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED TR #3 SYCAMORE TREE <= + + . . Y) VERTICAL CLEARANCE NOT LESS THAN 13 FEET 6 INCHES CFC 503.2.1 O ,N I TR #4 CALIFORNIA FAN PALM TREE +, z Q I 4. FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO n N M SUPPORT THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS AND TR #5 SPANISH DAGGER TREE + + + + U SHALL BE PROVIDED WITH AN APPORVED PAVED SURFACE TO PROVIDE 157.50' C -3 + + I ALL - WEATHER DRIVING CAPABILITIES. AMENDMENT 503.2.3 TR #6 ARBUTUS TREE /-R =6' 62.40' 5. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TR #7 PINE TREE 2 n:.::.::::': 5.00' TO THE PROJECT SITE ALL OF THE FOLLOWING CONDITIONS SHALL BE n LANDS APING :.::. { }}:zl�!;. (�1 COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT. �vv SHRUBS (3't TO 4't TALL) 18 ^ w R --2 "ci:i. ?.: a. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED HOG #1 INDIAN HAWTHORNE 3 O BY THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY. b. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN HDG #2 OLEANDER X.:. +;.. 18' 25.z' ::. PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR 690OgOQ.. NEW INOB I EMERGENCY VEHICLES; AND HOG #3 CAPE HONEYSUCKLE R .500 z MONUMENT c. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND L 785 1� � 3 ro N ,0 SIGN I ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLE WATER HOG #4 MISCELLANEOUS SHRUBS CONSISTING OF MAINLY .81 =3' DISTRICT ROSEMARY, HOPSEED BUSH, AND DWARF BOTTLE BRUSH 11 LANDSCAPING w WV PARTIAL LEGEND G-, R =40' 1 z w o m iv 1 2 N N E3 NEW 24 "x36" OR 12 "X12" CONCRETE DRAIN BOX WITH A FLOGARD -PLUS FOSSIL FILTER I INSERT FOR ADDITIONAL PRE - TREATMENT OF STORMWATER RUNOFF. V ° A=11 48 54 iq 1 'CF ' I ,0�00 � APPROXIMATE LOCATION OF NEW 18' TALL LIGHT POLE. R= 236.00' N N L= 48.66' NEW 25 W IDE DRWY. EXISTING LOCATION OF EXISTING LIGHT POLE TO REMAIN . w vJ Z (gown z w i 41 =D 0 0 0 a a N n z 5.5' AT 9.1% I TRUE NORTH PROJECT NORTH TRUNCATED DOMES. i 0 z 1 4.5 AT 1.54 ' 0 10 20 40 60 r PROPOSED INOB INSTALLED AND MAINTAINED LANDSCAPED PLANTER INSIDE AND ADJACENT I ® D g TO THE INOB PURCHASE AREA. 81 s 010 2 NEW 2 "pR Ay 1 GRAPHIC SCALE VEHICLE DETECTOR LOOK Co m _ Iy3: NNE1I A'C'ANO AB ®V ER \ SCALE: 1 " =20' SITE 6' TALL TUBE STEEL FENCE WITH A 12" WIDE CONCRETE BURIED STEM WALL. pAVEMENt O 18" GUS NOTE: ALL PARKING STALL STRIPING TO _ AN EWpVK BE DOUBLE HAIR -PIN STRIPING LIMITS OF 12" DEEP DEPRESSED SURFACE BIORETENTION LANDSCAPED PLANTER WITH ?:.:. .:�..'..: NEW 6 W CREW S1D \ PER CITY STANDARDS _ ROCK MULCH FOR STORM WATER TREATMENT HAVING 3:1 SIDE SLOPES AND A ¢ ............... G oN MAXIMUM BONDING DEPTH OF 6 ", LINED WITH AN IMPERMEABLE MEMBRANE. a 0" TO 16 ONC. CURB 00L 777PROMDE EXPANSION T uj z r 1 W �Q W} o aJ J \ N GgM nI OUTDOOR SEATING PATIO TABLE WITH AN UMBRELLA. _ Wo- O N W O m z a x 0 ^ JOINTS AT BUILDING C10 ° TRASH' C10, ^ 0w LM� O O wU U W Z a VIZ WNO�aO O V7H Ld O - U io3 �O QF CORNERS W 0 RECEPTACLE I ..'�:...: > w~ QdO °p ZQ O�mU1y J0 82' z CUSTOMER I ENTRANCE I \ o O z "`'S " FH\ � w O� w ­.­+..+...+. .. GgM \ u1 PROPOSED INOB REPAIRED "OFFSITE" LANDSCAPED PLANTER TO BE MAINTAINED BY OGGI'S PIZZA AND VALERO GAS STATION. 1 NEW 3' TALL 18 "x24" LIT "DRIVE THRU" DIRECTIONAL SIGN. 2 NEW 3' TALL 18 "x24" LIT "THANK YOU, DO NOT ENTER" DIRECTIONAL SIGN. ow °m°NwoaZ> 00� �� r 1n \SE VICE U W 7 ENTRANCE o o P It I��pp pp pp�� DUV IE I O�OZ ~`NMj �0 �w EFEC. ROOM 'ODO ®QR o �� _. . WV® ",.:.:. : '" V PROPOSED INOB 1Q O REFER TO SHEET C2 FOR EXISTING EASEMENT NOTES. CITY OF ENCINITAS PUBLIC WORKS BUILDING ��M. 3,750 SF x ° O Z ,:, o ii:::5. :. %........ ..',. :,.. CROSSED PALM xY.:.....:.:.. T 160 CALLE MAGDALENA 1:::' p I FIRE CLOSET - o a N \/ II....... .,0. :. TREES Ll aka =_ LLJ CASH \ - 0 0 w X Uj WV FOR FH® PROPOSED EASEMENTS _ / 3 zo - X14 �� 2� DI - �l o�_ - o B D�OF'U OA DRAINAGE EASEMENT GRANTED FROM IN -N -OUT BURGERS, A CALIFORNIA CORPORATION TO THE CITY OF ENCINITAS CONSISTING.,OF APPR 4,717 SQUARE FEET PER CITY CONDITION OF ��c APPROVAL SCA 3 RECORDED 2013 AS DOCUMENT NUMBER %013 - 5ort /17 HDG #4 0" TO 16 ONC. CURB 00L uj z r 1 W �Q W} o aJ J _ Wo- O N W O m z a x 0 ^ Hoz 0 ° d ^ 0w LM� O O wU U W Z a VIZ WNO�aO O V7H Ld O - U io3 �O QF NC 0 w� O NUwOM0<3: OJ > w~ QdO °p ZQ O�mU1y J0 Qo WO Z� a' �wMD 3a ow °m°NwoaZ> 00� �� >� amow~ ^� I O�OZ ~`NMj �0 �w =z0 wi�1�M� ^O I CITY OF ENCINITAS PUBLIC WORKS BUILDING aU O w Z of �- It w�~ v 160 CALLE MAGDALENA i? vi u) m Za APN: 258- 112 -28 aka =_ LLJ - 0 0 w X Uj WV FOR FH® X :,Wa m m¢M ®WV >,c8>OIiro. °w BENCHMARK SCALE SPECIAL DISTRICT APPROVAL CITY OF ENCINITAS POINT NUMBER 1031 STATION NAME: ENC -31. 2.5" CITY OF ENCINITAS BRASS DISC IN THE HORIZONTAL: AS NOTED NORTHWEST CORNER OF DRAINAGE BOX ON NORTH SIDE OF ENCINITAS BOULEVARD AND 700 FEET VERTICAL: AS NOTED EAST OF WESTLAKE STREET. ELEVATION = 182.995 FEET (NAVD88) O _ REC. <9> PERPETUAL PRIVATE EASEMENT GRANTED FROM THE CITY OF ENCINITAS TO IN -N -OUT r fi U BURGERS, A CALIFORNIA CORPORATION CONSISTING OF PROXIM ELY 1,244 SQUARE FEET LANDSCAPING : °p ALL LOADING OPERATIONS FOR PER CITY CONDITION OF APPROVAL SCA 5 RECORDED Cot. //� 2013 AS DOCUMENT IN -N -OUT BURGER SHALL BE NUMBER ';O13-S791A7 CONDUCTED PRIOR TO OPENING UNLESS # 2 .13 HDG #4 OTHERWISE APPROVED BY THE CIY ORECIPROCAL EASEMENT FOR ACCESS, PARKING, UTILITIES, AND SURFACE DRAINAGE PURPOSES E)72 SD AMONG ALL THREE USERS AtID THE DIFFERENT PROPERTY OWNERS PER CITY CONDITION OF (E)72 "SD APPROVAL SCG RECORDED !`i 2013 AS DOCUMENT NUMBER 203-S79'12�i 0 0 0 \ W ^ N o iv o Z ~ a U ^ m m (0, \ OD PORTION OF CALLE MAGDELENA TO BE VACATED AND RESERVING AN EASEMENT FOR PUBLIC ° z w m z m w \ ROFESS/ UTILITIES AND STORM DRAIN PURPOSES BY THE CITY OF EJ)CINITAS CONSISTING OF '.. m vi m m w z 3 w w0 w tJi a F O'L'q� APPROXI TELY 1 244 SQUARE FEET RECORDED Au3. 6 2013 AS DOCUMENT r O v a o m^ m w a °D } \ Q� 5. LAMO F NUMBER /��� T� >z Zm 000aa00m�o >� ma \\ .F GAF 2c' '... oca.1 OI it o wOaoMaw3 \ O X m r U N 0 o Z o o g \ No 38382 A FIRE DEPARTMENT CONSTRUCTION NOTES o ii w o w o w ALL PROPERTY LINES, EASEMENTS AND \ T C 1 PAINT CONCRETE CURB RED WITH WHITE LETTERING "FIRE LANE - NO PARKING" PER DETAIL "E" = p w o 0 � w J BUILDINGS, BOTH EXISTING AND \ 9T 11 O SHOWN ON SHEET C11 3 a J ° 3 z � o l PROPOSED, ARE SHOWN ON THIS SITE F OF 1Fo� C O l m O O a PLAN CAL a a _ ^� J U w ° U O2 INSTALL A FIRE LANE ENTRANCE SIGN PER DETAILS "F" AND "G" SHOWN ON SHEET C11 Q N d Uwi��M- 3 0 DESIGNED BY: DRAWN G.R.H. c "EMKS°. BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RECOMMENDS APP V z z zb PLANS PREPARED UNDER SUPERVISION OF SITE PLAN FOR: ? 0 X w DATE: 09 -10 -13 ✓1/� /I/1 IN -N -OUT BURGER RESTAURANT �9 ZLL MASH MAHER C42519 GLENN PRUIM C51274 130 CALLS MAGDALENA 305 AND 325 ENCINITAS BLVD. W z R.C.E. NO.: 38382 ENGINEERING /P UC KS DIRECTOR 1 1600'17 Z N (• �J (U I n/9 / 13 /o APN 'S 258 - 112 -24, 258 - 112 -23 258 - 112 -22 MARK S. LAMOUREUX EXP.: 03 -31 -15 DATE DATE PLANNING CASE N0: 12 -162 MUP /DR /CDP SHEET 9 OF 24 ���' com JN 12008 -12008 C98ite M Co m \\\--3" WIDE WHITE PAINTED BORDER NOTES: 1. SYMBOL PAINTED HIGHWAY WHITE (TWO COATS). 2. BACKGROUND PAINTED BLUE, EQUAL TO COLOR #15090 IN FED. STD. 595A. 3. SYMBOL MEASURES 3' -0" SQUARE. MAXIMUM SLOPE IN ANY DIRECTION IS 2 PERCENT WITHIN PARKING STALL AND ACCESSIBLE LOADING AISLES PER CODE. ACCESSIBLE PARKING SYMBOL, EE DETAIL 2/C10 (TYP.) 9' -0" W -0" 8' -0" 9' -0" WHITE PARKING SPACE � STRIPING, SEE 1/C10 4" WIDE PAINTED PARKING STRIPES: (2) COATS BLUE - 6" TALL CURB, 6" WIDE .- • -12" HIGH LETTERS, PAINT (2) COATS WHITE ACCESS AISLE BORDER PAINTED (2) COATS BLUE 4" WIDE DIAGONAL PAINTED STRIPES: (2) COATS BLUE NOTE: SAWCUT JOINTS TO BE LOCATED ON A 5'x5' GRID AND EQUALLY SPACED AT ENDS, UNO. PAVEMENT 1/4 "x1/4" SAW CUT NOTCH m a a a BOLLARD AND ACCE SIBLE S ALLY ° 00 N SIGN, SEED °° GRADE a *8.3% MAXIMUM a a CONC. SI EWALK, SEE 5' -0, Q�P 18" SITE PLAN CLEAR 1 1/2" 3" 9� PARKING ONI Y 101 TRUNCATED DOME 12" WIDE GROOVE �n `O 1 5" DETECTABLE WARNING PATTERN 5" SLIGHTLY CROWNED AROUND m 1 2 BOLLARD. Of \\\--3" WIDE WHITE PAINTED BORDER NOTES: 1. SYMBOL PAINTED HIGHWAY WHITE (TWO COATS). 2. BACKGROUND PAINTED BLUE, EQUAL TO COLOR #15090 IN FED. STD. 595A. 3. SYMBOL MEASURES 3' -0" SQUARE. MAXIMUM SLOPE IN ANY DIRECTION IS 2 PERCENT WITHIN PARKING STALL AND ACCESSIBLE LOADING AISLES PER CODE. ACCESSIBLE PARKING SYMBOL, EE DETAIL 2/C10 (TYP.) 9' -0" W -0" 8' -0" 9' -0" WHITE PARKING SPACE � STRIPING, SEE 1/C10 4" WIDE PAINTED PARKING STRIPES: (2) COATS BLUE - 6" TALL CURB, 6" WIDE .- • -12" HIGH LETTERS, PAINT (2) COATS WHITE ACCESS AISLE BORDER PAINTED (2) COATS BLUE 4" WIDE DIAGONAL PAINTED STRIPES: (2) COATS BLUE NOTE: SAWCUT JOINTS TO BE LOCATED ON A 5'x5' GRID AND EQUALLY SPACED AT ENDS, UNO. PAVEMENT 1/4 "x1/4" SAW CUT NOTCH m a a a BOLLARD AND ACCE SIBLE S ALLY ° 00 N SIGN, SEED °° GRADE a *8.3% MAXIMUM a a ACCESSIBLE SYMBOL 1SCALEC 2 TYPICAL ACCESSIBLE STALL SCALE 3 SAWCUT DETAIL SCALE NOTES: w w N I z �C NU O F z- z C a` F-- Uj - wa w< w� Of 4 O w- Z� �C I 00 N �s CONC. SI EWALK, SEE 5' -0, rT 18" SITE PLAN CLEAR PARKING ONI Y 101 TRUNCATED DOME 12" WIDE GROOVE 'AN ACC IBLE 1 5" DETECTABLE WARNING PATTERN 5" ACCESSIBLE SYMBOL 1SCALEC 2 TYPICAL ACCESSIBLE STALL SCALE 3 SAWCUT DETAIL SCALE NOTES: w w N I z �C NU O F z- z C a` F-- Uj - wa w< w� Of 4 O w- Z� �C I 00 N �s INTERNATIONAL SYMBOL OF 1. SEE SITE PLAN FOR LOCATION OF BOLLARDS, DETECTABLE WARNINGS, ACCESSIBILITY AND GRAPHICS PAINTED AND WHERE 0" CURB OR 6" CURB OCCURS. WITH WHITE REFLECTORIZED PAINT - GRAPHICS AS SHOWN 16 GA. PORCELAIN STEEL SIGN PAINTED WITH BLUE REFLECTORIZED PAINT INCLUDING FASTENERS, TYP. FIVE #10 X 3/4" SELF TAPPING VANDAL PROOF SCREWS MINIMUM FINE $250 SIGN 70 SQUARE INCH MINIMUM VAN ACCESSIBLE SIGN WHERE NOTED ON PLAN 1 2 "R MAX. MAX. TYP ACCESSIBLE PARKING SIGNAGE TO BE MOUNTED ON A 12 GA. 2" SQ. GALVANIZED POST OR THE SIDE OF THE EXISTING TRASH ENCLOSURE WALL, SEE CIVIL DRAWINGS EXPANSION JOINT - SEE NOTE 1 1 &" TCOMPACT rT 18" F-7 PARKING ONI Y 101 MINIM,U FIN 250 I i 'AN ACC IBLE 1 5" INSTALL 4" THICK CONC., 5" INTERNATIONAL SYMBOL OF 1. SEE SITE PLAN FOR LOCATION OF BOLLARDS, DETECTABLE WARNINGS, ACCESSIBILITY AND GRAPHICS PAINTED AND WHERE 0" CURB OR 6" CURB OCCURS. WITH WHITE REFLECTORIZED PAINT - GRAPHICS AS SHOWN 16 GA. PORCELAIN STEEL SIGN PAINTED WITH BLUE REFLECTORIZED PAINT INCLUDING FASTENERS, TYP. FIVE #10 X 3/4" SELF TAPPING VANDAL PROOF SCREWS MINIMUM FINE $250 SIGN 70 SQUARE INCH MINIMUM VAN ACCESSIBLE SIGN WHERE NOTED ON PLAN 1 2 "R MAX. MAX. TYP ACCESSIBLE PARKING SIGNAGE TO BE MOUNTED ON A 12 GA. 2" SQ. GALVANIZED POST OR THE SIDE OF THE EXISTING TRASH ENCLOSURE WALL, SEE CIVIL DRAWINGS EXPANSION JOINT - SEE NOTE 1 INSTALL COMPACTED III -II C.A.B. OR EQUIVALENT IN IIIIIIII� HOLE V -0" I. SIDE ENTRY BORDER TO ALIGN WITH PILASTER. I r7 t I \\ I � 1 &" TCOMPACT CORE DRILL 12" DIA. HOLE 18" F-7 THRU CONC. SLAB AND 3 0 , o INSTALL 4" THICK CONC., O SLIGHTLY CROWNED AROUND m Q 00s" BOLLARD. Of I I 11600 -G U CONCRETE WALKING SURFACE ww SHEET100F24 ¢ N JN 12006 -12008 C10dtls m INSTALL COMPACTED III -II C.A.B. OR EQUIVALENT IN IIIIIIII� HOLE V -0" I. SIDE ENTRY BORDER TO ALIGN WITH PILASTER. I r7 t I \\ I � 24 "x24 "xt /4" DEEP SAW CUT - 45 DEG. DIAGONAL PATTERN <\ /X\ I I / I / / I V__ — I I I EXPANSION JOINT - SEE 1/4" DEEP SAW CUT CONTROL NOTE 1 JOINTS - SEE 6/C10 M PARKING SIGNAGE TO COMPLY WITH CODE AND LOCAL JURISDICTION POST SHALL BE CAPPED WATERPROOF W /12GA GALV. METAL II II THRU BOLT ALL SIGNS INO .LARD EEL WHITE POST )T PAINT) ;TALL NOTES: 1. SEE SITE PLAN FOR LOCATION OF BOLLARDS, DETECTABLE WARNINGS, AND WHERE 0" CURB OR 6" CURB OCCURS. - 45 DEG. DIAGONAL PATTERN Z� ITROL CONCRETE AT FRONT ENTRY 1 38CA'EO ^ 1 16 GA. GALV. STL. SIGN PAINTED WITH WHITE REFLECTORIZED PAINT INCLUDING FASTENERS WITH 1" HIGH BLACK REFECTORIZED PAINTED GRAPHICS AS FOLLOWS: UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE -6" SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT OR BY TELEPHONING II II NOTE: CONTRACTOR TO VERIFY RECLAIM LOCATION AND TELEPHONE NO. WITH II OWNER AND ADD TEXT AS A OI PERMANENT PART OF THE SIGN THREE #10 X 3/4" SELF TAPPING VANDAL PROOF SCREWS 1 2" DIA STD WT GALV STL PIPE POST I I I I I I I I I II I I FIN GRADE OR PAVING, SEE I— u I SITE PLAN L - - -J V -0" DIA CONC FTG - SLOPE TOP TO DRAIN ACCESSIBLE PARKING SIGN �,7s=c`AL E O 5jCONCRETE AT SIDE ENTRY 318'CA1E0° 7�HC PARKING SIGN AND BOLLARD 1SGAILEO 41 ACCESSIBILITY ENTRY SIGN �VICA o " 91 12" HIGH LETTERS WHERE IT OCCURS, PAINT (2) COATS WHITE z w O U 2 H 3 1 &" TCOMPACT 18" F-7 3 0 , o 9' FOR STANDARD 9" SPACE 9 o m " q g Q 00s" C10 C7aLL� z LL z�_� I I 11600 -G Na. 24 "x24 "xt /4" DEEP SAW CUT - 45 DEG. DIAGONAL PATTERN <\ /X\ I I / I / / I V__ — I I I EXPANSION JOINT - SEE 1/4" DEEP SAW CUT CONTROL NOTE 1 JOINTS - SEE 6/C10 M PARKING SIGNAGE TO COMPLY WITH CODE AND LOCAL JURISDICTION POST SHALL BE CAPPED WATERPROOF W /12GA GALV. METAL II II THRU BOLT ALL SIGNS INO .LARD EEL WHITE POST )T PAINT) ;TALL NOTES: 1. SEE SITE PLAN FOR LOCATION OF BOLLARDS, DETECTABLE WARNINGS, AND WHERE 0" CURB OR 6" CURB OCCURS. - 45 DEG. DIAGONAL PATTERN Z� ITROL CONCRETE AT FRONT ENTRY 1 38CA'EO ^ 1 16 GA. GALV. STL. SIGN PAINTED WITH WHITE REFLECTORIZED PAINT INCLUDING FASTENERS WITH 1" HIGH BLACK REFECTORIZED PAINTED GRAPHICS AS FOLLOWS: UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE -6" SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT OR BY TELEPHONING II II NOTE: CONTRACTOR TO VERIFY RECLAIM LOCATION AND TELEPHONE NO. WITH II OWNER AND ADD TEXT AS A OI PERMANENT PART OF THE SIGN THREE #10 X 3/4" SELF TAPPING VANDAL PROOF SCREWS 1 2" DIA STD WT GALV STL PIPE POST I I I I I I I I I II I I FIN GRADE OR PAVING, SEE I— u I SITE PLAN L - - -J V -0" DIA CONC FTG - SLOPE TOP TO DRAIN ACCESSIBLE PARKING SIGN �,7s=c`AL E O 5jCONCRETE AT SIDE ENTRY 318'CA1E0° 7�HC PARKING SIGN AND BOLLARD 1SGAILEO 41 ACCESSIBILITY ENTRY SIGN �VICA o " 91 12" HIGH LETTERS WHERE IT OCCURS, PAINT (2) COATS WHITE z w O U 2 H 3 1 &" TCOMPACT 18" 3 0 , o 9' FOR STANDARD 9" SPACE 9 8.5' FOR COMPACT SPACES CONC. CURB 4" WIDE PAINTED PARKING STRIPES: (2) COATS WHITE PAR7KING SPACE STRIPING CHANGE NO. I DESCRIPTION „APPROVgD I r SCALE 1 Underground Service Alert OEFORE roG Call: Toll Free 811 TWO WORKING DAYS RPTAPP YN I nir DATE BENCHMARK SCALE CITY OF ENCINITAS POINT NUMBER 1031 STATION NAME: ENC -31. HORIZONTAL: AS NOTED 2.5" CITY OF ENCINITAS BRASS DISC IN THE NORTHWEST CORNER OF DRAINAGE BOX ON NORTH SIDE OF ENCINITAS BOULEVARD AND 700 FEET VERTICAL: AS NOTED EAST OF WESTLAKE STREET. ELEVATION = 182.995 FEET (NAVD88) SPECIAL DISTRICT APPROVAL DtJIIiNLD UT: UKAWN tlT: GHt�Ktu tlT: ENGINEERING DEPARTMENT APPROVALS M.S.L. G.R.H. M.S.L. PLANS PREPARED UNDER SUPERVISION OF RECOMMEND APP DATE: 09 -10 -13 R.C.E. NO.: 38382 MASH MAHER C42519 GLENN PRUIM C5127 ,Q / I ENGINEER G /PUBUC WGRKS DIREC' i (�GQQL..ttf tittGGG ��/ 777«C 0 -1 / //o ;/3 MARK S. LAMOLTIREM EXP.: 03 -31 -15 DATE DATE CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT SITE PLAN DETAILS FOR: IN -N -OUT BURGER RESTAURANT 130 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. APN'S 258 - 112 -24, 258 - 112 -23, 258 - 112 -22 PLANNING CASE NO: 12 -162 MUP /DR /CDP �a a ° z 3 0 , o o Q N z DRAWING NO. o m " q g Q 00s" C10 C7aLL� z LL z�_� W Z m a 11600 -G Na. ww SHEET100F24 Nwo N JN 12006 -12008 C10dtls m REFER TO PLAN PROPOSED VARIES VARIES - PROPOSED LANDSCAPED BIORETENTION AREA VARIES PROPOSED III 6' -0" MAX DIVIDE SPACES EQUALLY PARKING LOT OR PARKING LOT OR I DRIVING AISLE DRIVING AISLE 3.5" O.C. MAXIMUM (TYP. 6' 0" _ 0 "CF 4" WIDE CURB TOP OF FENCE CUT OPENING EVERY °z PROPOSED IN -N -OUT EXISTING IMPROVEMENTS 10' O.C. w VARIES FROM 0.6' TO 1.0' 2 "x2" 18 GAUGE BURGER IMPROVEMENTS o TOG ELEV. FOR OVERFLOW _ _ - -- STRUCTURAL STEEL RIP RAP DRAIN BOX INLET TUBING METAL POSTS GUTTER ATE „G!r 5/8" SQ. 18 GAUGE PROPOSED OR CURB CUT //� /�/ E \ \ \\� STRUCTURAL STEEL EXISTING GRADE / 1 MAX. = WHICHEVER IS LOWER SURFACE INLET = - - Q TUBING PICKET AT 3" AT CURB CUT �j - -�� - 3 MAXIMUM OPENING _ �� =III / /j �� // 1 1 2" x 1 1 2" 18 GAUGE 6" TALL CONCRETE PROPOSED OR RIPRAP COMPACTEDUSOIL %�/ /i/ / / CURB OR 6 THICK EXISTING GRADE F ��v �O STRUCTURAL STEEL TUBING CONCRETE SLAB WHICHEVER IS LOWER ' °L/y /I, /�� STANDARD CURB _ HORIZ. TOP AND BOTTOM RAIL M .. /,�. �� \�i �y�i0 v \� �/ / / L \� /% �\ COMPACTED SOIL n 12" DIA. FOOTING R =1" TYP. / / ij i / ij i ij / / �// 7 TYP m -- i ' PA 'CIVIL DRAWINGSADE a' ( ) 3" A I l =IIII III I —III I I I .. III —III I I III =1 I I I I I =1 I I III III ", ,I I I =1 °' a`I a° I i I- 0 III t =III III III III III III III_ E —III I Ll l J o #4 REBAR AT 21" ON i° III ! III -III III -III III III III -III I I —I I CENTER EACH WAY NATURAL SOIL = III = = III = III = a v FOR 6' PSD ATION A x� T •• ,. �. =1 =1 III — III -1 H 1= 11 CONTINUOUS REINFORCED INVERT ELEVATION CONCRETE STEM WALL FOR OUTLET STORM ELEVATION 3° DRAI" ROLLED CURB s mm NOTES 12" A 6" DIA. PVC "SLOTTED" PERFORATED STORM DRAIN PSD PIPE WITH HOLES DOWN WRAPPED IN A FILTER SOCK. A == - O CLEANOUT TO GRADE SHALL BE INSTALLED AT THE UPSTREAM END OF EACH PSD.) 1. ALL WROUGHT IRON SHALL BE TUBULAR SQUARE STEEL WELDED AT CONNECTION, SECTION - - ® == GRIND, AND PRIME. 2. ENTIRE FENCE TO RECEIVE 2 COATS BLACK RUSTOLEUM (SPRAY ONLY). © CLASS 2 AGGREGATE PERMEABLE MATERIAL DRAINAGE LAYER. 3. CLEAN FENCE TO REMOVE ANY RUST, OILS OR ANY OTHER MATERIALS. DO NOT USE ©IMPORTED PERMEABLE PLANTING SANDY LOAM SOIL COMPACTED TO BETWEEN 85% AND 88% OF ITS MAXIMUM DENSITY HYDROCARBON SOLVENTS FOR CLEANING. PRIME WITH BWATER B PRO INDUSTRIAL WITH A PERCOLATION RATE OF BETWEEN 5 AND 10 INCHES PER HOUR. IMPORTED SANDY LOAM SHALL CONSIST OF PRO -CRYL UNIVERSAL PRIMER. TOP COAT: B65W00721 WATER BASED ACROLON 100 20 -30% TOP SOIL, 50 -60% FINE SAND, AND 20 -30% COMPOST. SUPPLY SAMPLE AND CERTIFICATION OF SOIL TYPE POLYURETHANE (SPRAY ONLY). PRIOR TO CONSTRUCTION. * FOR THIS PROJECT, CONSTRUCT A 12" WIDE BY 48" DEEP BELOW GRADE OD IN -SITU TESTING SHALL BE CONDUCTED TO VERIFY THAT THE MATERIAL MEETS THE PERCOLATION REQUIREMENTS. _rte y x" CONTINUOUS REINFORCED CONCRETE STEM WALL TO PREVENT FUTURE POTENTIAL EROSION DUE TO HIGH INTENSITY UPSTREAM STORMWATER RUNOFF. THE TOP OF OE GROUND COVER AND BARK PER THE APPROVED LANDSCAPE PLANS. THIS CONCRETE STEM WALL WILL BE AT A GRADE 4" ABOVE THE PROPOSED GRADE.r'Fy;.�� -a OF THE LANDSCAPING ON THE DRIVE -THRU LANE SIDE OF THE FENCE AND WILL BE FO DOUBLE LAYER OF MIRAFI NT100 17 MIL THICK IMPERMEABLE LINER OR EQUIVALENT. 4" BELOW THE BOTTOM FENCE RAIL. DETAIL °A" NO CURB/ FLARED CURB 6' TALL TUBULAR STEEL ACCESS CONTROL OPEN FENCE DETAIL "Bn 28 70 WITH A BURIED CONCRETE STEM WALL BIORETENTION LANDSCAPED AREA NOT TO SCALE NOT TO SCALE NOTES: CAST CONCRETE CAP COLOR: NOTES, CAST CONCRETE CAP COLOR: 1) TOP OF SEAT WALL TO REMAIN LEVEL, WALL HEIGHT TEXAS. 1) TOP OF SEAT WALL TO REMAIN LEVEL, WALL HEIGHT TEXAS. n n SUBMIT COLOR SAMPLES FOR APPROVAL BY IN -N -OUT SUBMIT COLOR SAMPLES FOR APPROVAL BY IN -N -OUT Under round Service Alert VARIES AS REQUIRED TO ACCOMMODATE SLOPE OF VARIES AS REQUIRED TO ACCOMMODATE SLOPE OF DETAIL E BURGER CONSTRUCTION MANAGER. COLOR TO BE NO BURGER CONSTRUCTION MANAGER. COLOR TO BE NO g PATIO PAVEMENT. LIGHTER THAN DARK TAN #16 BY ALLIANCE MATERIALS, INC. PATIO PAVEMENT. LIGHTER THAN DARK TAN #16 BY ALLIANCE MATERIALS, INC. FIRE LANE IDENTIFICATION FORE y �0 0� Call: Toll Free CALIFORNIA: CALIFORNIA: 1. CURB SHALL BE PAINTED OSHA SAFETY RED. CAST CONCRETE CAP W/ SUBMIT COLOR SAMPLES FOR APPROVAL BY IN -N -OUT SUBMIT COLOR SAMPLES FOR APPROVAL BY IN -N -OUT 1/4" RADIUS EDGES BURGER CONSTRUCTION MANAGER. BURGER CONSTRUCTION MANAGER. 2. "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. as CAST CONCRETE CAP W/ TWO WORKING DAYS METAL DOWEL ig" \ 1/4" RADIUS EDGES iv 22" BEFORE YOU DIG TW ELEV. TW ELEV. 12" CMU, FULLY GROUTED EXCEPT PER PLAN `� PER PLAN AT WEEPS AND CONST. JOINTS o� o METAL DOWEL #4 REBAR CONT. 2 }. > 2" z z2 °III II 2" I u �o mo q. Z z - 7/8" THICK CEMENT PLASTER °w °w #4 REBAR AT 24" O.C. MAX. w -� U, -. I w • w � N w #4 REBAR CONT. 7/8" THICK CEMENT PLASTER a 0 a 8" CMU, FULLY GROUTED EXCEPT m AT WEEPS AND CONST. JOINTS EXPOSED CONCRETE BLOCK. TEXTURE ` CONCRETE & PAINT TO MATCH STUCCO (TYP) WALK /PATIO M EXPOSED CONCRETE - a BLOCK. TEXTURE & PAINT >1 N N N TO MATCH STUCCO (TYP) N OT I C E m m CONCRETE a ° a WALK /PATIO a NO PA 1 -3/8" bold red #4 REBAR AT 24" PARKING NG I N lettering on whit O.C. MAX. 9 e TF ELEV. TF ELEV. AREAS MARKED AS reflective 3h PER PLAN PER PLAN ... 4 REBAR CONT. o #4 REBAR CONT. # I • Ell 2 -3/4" bold white 30> reflective lettering s" 3" on red Pedestrian areas: 7' Pedestrian areas: 7' z' -o" 2' -0" VIOLATING VEHICLES background All other areas: 5' All other areas: 5' PATIO SCREEN WALL SECTION PATIO SCREEN WALL SECTION WILL BE CITED NOTES: OR TOWED AT 1 lettering bold red 1. CONTRACTOR TO MINIMIZE NUMBER OF EXPANSION letterin on White JOINTS IN PATIO WALL. g NOTES: CAST CONCRETE CAP. DIVIDE OWNER'S EXPENSE reflective 18" 24" —. 1. CONTRACTOR TO MINIMIZE NUMBER OF EXPANSION 2. EXPANSION JOINT GROUT COLOR TO MATCH STONE INTO EQUAL SECTIONS. APPLY JOINTS IN PATIO WALL. CAP TWO COATS OF SEALANT. 2. EXPANSION JOINT GROUT COLOR TO MATCH STONE CAST CONCRETE CAP. DIVIDE LAW AGENCY NAME & PHONE # CAP. INTO EQUAL SECTIONS. APPLY TOWING COMPANY NAME & PHONE # TWO COATS OF SEALANT. CVC 2265 CVC 22500 1 n 1" red lettering o 24„ -. white reflective background 1R„ .. STANDARD CURB ROLLED CURB AIL "F° AIL °G" _ DETAIL DETAIL ... :: FIRE LANE ENTRANCE SIGNS MOUNTING SPECIFICATIONS FOR FIRE LANE ENTRANCE AND NO PARKING SIGNS 2"x8" THRU WALL OPENING 7/8" THICK CEMENT FOR DRAINAGE AT 8' -0" PLASTER ON CMU 1. ALL SIGNS AND LETTERING DIMENSIONS SHOWN ARE MINIMUMS. "ARIAL NARROW" FONT USED IS 1. SIGNS SHALL BE MOUNTED FACING THE DIRECTION OF VEHICULAR TRAVEL. O.C. (TYP) WHERE SHOWN SKIM COAT & PAINT SURFACE OF USED IN SAMPLE ABOVE THOUGH OTHER LEGIBLE SANS -SERIF FONTS MAY BE ACCEPTABLE. 7/8" THICK CEMENT ON THE PLAN CMU BLOCK AT ALL SIDES WHERE 2. SIGNS MAY BE MOUNTED ON EXISTING POSTS OR BUILDINGS WHERE THE CENTERLINE OF THE SIGN 2"x8" THRU WALL OPENING VISIBLE. PAINT TO MATCH STUCCO 2. THIS SIGN SHALL BE POSTED AT ALL VEHICLE ENTRANCES TO AREAS MARKED WITH EITHER RED IS NO MORE THAN 24" FROM THE EDGE OF THE ROADWAY. FOR DRAINAGE AT 8' -0" PLASTER ON CMU CURBS OR FIRE LANE "NO PARKING" SIGNS. SIGNS SHALL BE SECURELY MOUNTED FACING THE O.C. (TYP) WHERE SHOWN SKIM COAT & PAINT SURFACE OF OFESS/ DIRECTION OF TRAVEL AND CLEARLY VISIBLE TO ONCOMING TRAFFIC ENTERING THE DESIGNATED 3. DEPTH OF BURY SHALL BE A MINIMUM OF 24" AND REBAR, A CONCRETE FOOTING, OR ANOTHER ON THE PLAN CMU BLOCK AT ALL SIDES WHERE PATIO SCREEN WALL PARTIAL ELEVATION APR D�Y,y� AREA. METHOD To PREVENT REMOVAL OF THE SIGN IS RECOMMENDED. VISIBLE. PAINT TO MATCH STUCCO ��� 5. LM�G F 3. TOWING COMPANY CONTACT INFORMATION IS REQUIRED FOR ALL PROPERTIES WITH A STANDING FG WRITTEN AGREEMENT FOR SERVICES WITH A TOWING COMPANY PER THE CALIFORNIA VEHICLE CODE. 3 PATIO SCREEN WALL PARTIAL ELEVATION c> � x m m No. 38382 m DETAIL "C" 33 DETAIL 'U ® P 3 18" WIDE PATIO SCREEN WALL 22" WIDE PATIO SCREEN WALL qTF cI I� oF``- ° m NOT TO SCALE NOT TO SCALE OF CAQ- a i 3 ^ 0 CHANGE N0. DESCRIPTION t APPa . DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: cHEMKSD BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ° a o V\ - \ �I 1 CITY OF ENCINITAS POINT NUMBER 1031 PLANS PREPARED UNDER SUPERVISION OF - DETAILS SHEET FOR: z m STATION NAME: ENC -31. RECOMMENDE APP V C 11 O a a 2.5" CITY OF ENCINITAS BRASS DISC IN THE HORIZONTAL: AS NOTED DATE: 09 -10 -13 - IN -N -OUT BURGER RESTAURANT Z � LL NORTHWEST CORNER OF DRAINAGE BOX ON NORTH MASIH MAHER C42519 GLENN PRUIM C51274 130 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. W ° 'I SIDE OF ENCINITAS BOULEVARD AND 700 FEET VERTICAL: AS NOTED R.C.E. NO.: 38382 ENGINEERING/%PJBLIC y1 O_RKS DIRECTOR 11600 -G EAST OF WESTLAKE STREET. �, it O/q / 13 �o / %� APN S 258 - 112 -24 258 - 112 -23 258 - 112 -22 0 ELEVATION = 182.995 FEET (NAVD88) MARK S. LAMO X i ' ' w EXP.: 03 -31 -15 DATE DATE PLANNING CASE NO: 12 -162 MUP /DR /CDP SHEET 11 OF 24 _j JN 12008 -12008 C1ldtie m Ifl kFH ICAL, ALL CUTS SHALL BE PARALLEL - DR`PERPENDICULAR TO STREET . * NOTES: ERLINE, WHEN PRACTICAL: 6" CURB FACE SH COURSE OF AC RESURFACING SHALL BE LAID DOWN USING A SELF 1. EXPANSION JOINTS - - -AT CURB RETURNS, ADJACENT TO STRUCTURES AND AT 45' INTERVALS. ELLED SPREADER BOXT UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. (SEE STANDARD DRAWING G -10). P OR SLURRY SEALING SHALL BE APPLIED AS REQUIRED BY AGENCY. 2. WEAKENED PLANE JOINTS-- - - - -AT MID POINT OF CURB RETURN, WHEN REQUIED, AND AT 15' INTERVALS FROM P.C.R. NOTES: NOTES: (SEE STANDARD DRAWING G -10). 1. CONCRETE SHALL BE 520 -C -2500. LEGEND ON PLANS 1. CONCRETE SHALL BE 520 -C -2500. 2. SEE STANDARD DRAWINGS G -9 AND G -10 FOR JOINT DETAILS. 3. 1/4" GROOVES WITH 1/4" RADIUS EDGES AT 5' INTERVALS, APPROVED T1x THE 2. SEE STANDARD DRAWINGS G -9 AND G -10 FOR JOINT DETAILS. NCINITAS CITY OF DMA8 8TAWAW DMWN'I�i REV BY APPR DATE 3. SLOPE TOP OF CURB 2% MAX TOWARD GUTTER. LEGEND ON PLANS ER DATE UITI I�Y TFfa4CM BA� REVISION BY APPROVED DATE R ECOMMENDED BY THE SAN DIEGO REVISION BY APPROVED DATE RECOMMENDED BY THE SAN DIEGO REVISION BY APPROVED DATE RECOMMENDED BY THE SAN DIEGO �y��y� �{�, wND SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITD� SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE f7G1TJFl(- AVM7Vl" ORIGINAL KERCHEVAL 12/75 ORIGINAL KERCHEVAL 12/75 ORIGINAL KERCHEVAL 12/75 ADD METRIC T. STANTON 03/03 7/z6/z0I2 ADD METRIC T. STANTON 03/03 71z6110010 ADD METRIC T. STANTON 03/03 I;(i/i[ EFORMATTE T. STANTON 04/06 CURB AND GUTTER - COMBINED C AIRPERSON R.C.E. 19246 DATE EFORMATTE T. STAMON 04/06 SIDEWALK - TYPICAL SECTIONS C AIRPERSON R.C.E. 19246 DATE EFORMATTE T. STANTON 04/06 SIDEWALK JOINT LOCATIONS C AIRPERSON R.C.E. 19246 DATE UPDATED MR MR /CV 11/11 DRAWING UPDATED MR MR /CV 11/11 DRAWING UPDATED MR MR /CV 11/11 DRAWNG APPENTIN '4 PAGE 2-13 NUMBER G -2 NUMBER G -7 NUMBER G -9 AREA TO BE REMOVED EXISTING SCORE MARK 5', OR FROM JOINT IN EXISTING JOINT PANEL, WHICHEVER IS LESS R/W X. EXPANSION JOINT FILLER MATERIAL 1/4" NON- CONTIGUOUS 4' MIN OPTIONAL 1/8" R 1/8" R SIDEWALK CONTACT. N JOINT I • ... SIDEWALK PLAN T CONTIGUOUS PARKWAY / �^R 5, -6„ \ EXISTING SCORE MARK EXISTING JOINT SIDEWALK AREA TO BE REMOVED 4' MIN X1/2" (PAVEMENT) 1/2" ( #4) x 24" SMOOTH, • S + .. CURB LINE GREASED OR OILED BAR, t" 1/4" MIN - 1/2" MAX (SIDEWALK) 30" ON CENTER " " _ I GUTTER EXPANSION JOINT CONTACT JOINT SIDEWALK SECTION 3' -0" 3' -0" 3' -0' 3' -0" PLAN 1/8" R 1/8" PREFORMED JOINT FILLER .. .. :e'. ..•'.a; .'..� II > 1 I` 1/4- AREA TO BE REMOVED UR RUNNING SUIL IS ENCOUNTEREII FOR DEPTH 5 EXCEEDING 5 FEET, SHuKiNu L1R I "1 t (3F F``(INI'I'AS EN('[NTFIRING DESIGN 1, " }NH, "d_ - 20079 5', OR FROM JOINT IN PANEL, WHICHEVER IS LESS FROM EXISTING JOINT OR EDGE OF CURB EX *AREA CURB LINE - _ — _ _ • — — J .. .:... . . .., ....... ..:. .... U V GUTTER LINE SOLID SHEATHING IS REQUIRED, WHERE WET, UNSTABLE OR RUNNING SOILIS TYPE W _ OF SIDEWALK ENCOUNTERED, SOLID SHEATHING IS REQUIRED. ., .- UTILITY TRENCH BACKFILL AND RESURFACING STANDARD AREA TO BE REMOVED 5' MIN. FROM EXISTING ISTING EXISTING JOINT OR EDGE EXPANSION I I" CONTIGUOUS MID POINT OF CURB RETURN WEAKENED PLANE JOINT WEAKENED PLANE JOINT G 24" 1.34 SQ. FT. 2, EXISTING A,C. SHALL BE CUT AND REMOVED IN SUCH A MANNER SO AS NDT TO P.C.R. - -- - - „ ° °•° -- VARIES WIDTH AS SHOWN ON PLANS H 30" 1.60 SO FT. TOAD. BULGE OR DISPLACE ADJACENT PAVCMEMT EDC-ES SHALL RC CLEAN ANn z 4„ NISH COURSE 1/2' MAX: AGGREGATE z w w 1/2" R 1/2" R --2% MAX CROSS -SLOPE , 1-1/2" - TRENCH WIDTH IF LESS THAN 2' ' DEEP AN J 3 1/2" R 1/8 FPLANE TRENCH LINE SEE SPECS. REMOVE /REPLACE REMAINING EDGE TO BE i 1'Ty PAVEMENT TO GUTTER 6„ SECTION .. A. OR REMOVE /REPLACE 1 -1/2" MIN. NO SHATTER ' AC BERM. a ~ 2" WEAKENED • PLANE JOINT J . T� T l 1 2" WEAKENED 2. CONCRETE SHALL BE 560 -C -3250. 3. SEE STANDARD DRAWINGS G -15 AND G -16 FOR WIDTH 75' TYP. t PLANE JOINT ' ` EXIST, AC G`CLASS 2 AGGREGATE BASE COMPACTED TO 95X MIN, \ o 1 \ L _ _ I 45' TYP. PAVEMENT 1/2" R a3 — — - J - RELATIVE COMPACTION 1" R 5. PLACE EXPANSION JOINT AT R/W OR 10', WHICHEVER IS LESS. BE EXTENDED TO JOINT, EDGE OR SCORE MARK. NON- CONTIGUOUS QFtOFESS /ONO Underground Service Alert AC FIRST C -S /4' SECTION 7. DIMENSIONS REFLECT A 6' CURB HEIGHT. ��S. Lg11pG��Fy KEYED JOINT = ARSE PAVEMENT REINFORCEMENT SHOWING CUT BEFORE I yo Call: Toll Free FG y o P.C.R. FEXIST. PAVEMENT PLUS MEMBRANIQ I €. PETROMAT, V AC -MIN, 3' AC \ •;. ; . -_ 0 x m op - 12' GLASSGRID, OR EQUAL. 2 No. 38382 To REVISION BY APPROVED DATE SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE REVISION BY a DATE SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE REMSION BY APPROVED DATE SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE uT a w (.3 NATIVE OR IMPORTED MATERIA PARKINSON 02/95 ORIGINAL KERCHEVA L 12/75 ORIGINAL H. HECHT 10/82 a a u APPROVED BY THE OFFICE OF `• THE CITY ENGINEER, TOP 12' .O * � 11U r ADD METRIC T. STANTON 03/03 / , T. STANTON 03 03 / a w Y COMPACTED TO 95% MIN, ADD METRIC T. STANTON 03/03 WIDTH AS SHOWN ON PLANS 7/d6/z01z 7rz6/Z01z - C/iu RELATIVE COMPACTION, 7 /Z6/ZOIZ CI L TWO WORKING DAYS 9TF BEFORE YOU DIG 3 - - -- ' SIDEWALK W �M� CONCRETE DRI ♦LWAY pF TFO�� CNt- 4 1/2" R q. 04/06 C AIRPERSON R.C.E. 19246 DATE MAGNET €C T. STANTON 04/06 C AIRPERSON 1/2" R REVIEWED T. STANTON 04/06 CHAIRPERSON R.C.E. 19246 DATE WARNING TAPE W 1/2" AND PAVEMENT � -2% MAX CROSS -SLOPE 4` BEDDING SEE SPED : U ?DATED UPDATED CV MR CV MR/CV / 11 11 / DRAWING G -10 UPDATED CV MR CV / 111/11 REMOVAL AND REPLACEMENT r7l 2" WEAKENED UPDATED MR MR /CV 03/12 NDTES DRAWING G 0 (- - — _ _ _ PLANE JOINT - - -- L FOR DEPTHS UP TO 5', NO TRENCH SUPPORT IS REQUIRED UNLESS WET, UNSTABLE L_ NUMBER kFH ICAL, ALL CUTS SHALL BE PARALLEL - DR`PERPENDICULAR TO STREET . * NOTES: ERLINE, WHEN PRACTICAL: 6" CURB FACE SH COURSE OF AC RESURFACING SHALL BE LAID DOWN USING A SELF 1. EXPANSION JOINTS - - -AT CURB RETURNS, ADJACENT TO STRUCTURES AND AT 45' INTERVALS. ELLED SPREADER BOXT UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. (SEE STANDARD DRAWING G -10). P OR SLURRY SEALING SHALL BE APPLIED AS REQUIRED BY AGENCY. 2. WEAKENED PLANE JOINTS-- - - - -AT MID POINT OF CURB RETURN, WHEN REQUIED, AND AT 15' INTERVALS FROM P.C.R. NOTES: NOTES: (SEE STANDARD DRAWING G -10). 1. CONCRETE SHALL BE 520 -C -2500. LEGEND ON PLANS 1. CONCRETE SHALL BE 520 -C -2500. 2. SEE STANDARD DRAWINGS G -9 AND G -10 FOR JOINT DETAILS. 3. 1/4" GROOVES WITH 1/4" RADIUS EDGES AT 5' INTERVALS, APPROVED T1x THE 2. SEE STANDARD DRAWINGS G -9 AND G -10 FOR JOINT DETAILS. NCINITAS CITY OF DMA8 8TAWAW DMWN'I�i REV BY APPR DATE 3. SLOPE TOP OF CURB 2% MAX TOWARD GUTTER. LEGEND ON PLANS ER DATE UITI I�Y TFfa4CM BA� REVISION BY APPROVED DATE R ECOMMENDED BY THE SAN DIEGO REVISION BY APPROVED DATE RECOMMENDED BY THE SAN DIEGO REVISION BY APPROVED DATE RECOMMENDED BY THE SAN DIEGO �y��y� �{�, wND SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITD� SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE f7G1TJFl(- AVM7Vl" ORIGINAL KERCHEVAL 12/75 ORIGINAL KERCHEVAL 12/75 ORIGINAL KERCHEVAL 12/75 ADD METRIC T. STANTON 03/03 7/z6/z0I2 ADD METRIC T. STANTON 03/03 71z6110010 ADD METRIC T. STANTON 03/03 I;(i/i[ EFORMATTE T. STANTON 04/06 CURB AND GUTTER - COMBINED C AIRPERSON R.C.E. 19246 DATE EFORMATTE T. STAMON 04/06 SIDEWALK - TYPICAL SECTIONS C AIRPERSON R.C.E. 19246 DATE EFORMATTE T. STANTON 04/06 SIDEWALK JOINT LOCATIONS C AIRPERSON R.C.E. 19246 DATE UPDATED MR MR /CV 11/11 DRAWING UPDATED MR MR /CV 11/11 DRAWING UPDATED MR MR /CV 11/11 DRAWNG APPENTIN '4 PAGE 2-13 NUMBER G -2 NUMBER G -7 NUMBER G -9 AREA TO BE REMOVED EXISTING SCORE MARK 5', OR FROM JOINT IN EXISTING JOINT PANEL, WHICHEVER IS LESS R/W X. EXPANSION JOINT FILLER MATERIAL 1/4" NON- CONTIGUOUS 4' MIN OPTIONAL 1/8" R 1/8" R SIDEWALK CONTACT. N JOINT I • ... SIDEWALK PLAN T CONTIGUOUS PARKWAY / �^R 5, -6„ \ EXISTING SCORE MARK EXISTING JOINT SIDEWALK AREA TO BE REMOVED 4' MIN X1/2" (PAVEMENT) 1/2" ( #4) x 24" SMOOTH, • S + .. CURB LINE GREASED OR OILED BAR, t" 1/4" MIN - 1/2" MAX (SIDEWALK) 30" ON CENTER " " _ I GUTTER EXPANSION JOINT CONTACT JOINT SIDEWALK SECTION 3' -0" 3' -0" 3' -0' 3' -0" PLAN 1/8" R 1/8" PREFORMED JOINT FILLER .. .. :e'. ..•'.a; .'..� II > 1 I` 1/4- AREA TO BE REMOVED UR RUNNING SUIL IS ENCOUNTEREII FOR DEPTH 5 EXCEEDING 5 FEET, SHuKiNu L1R 5', OR FROM JOINT IN PANEL, WHICHEVER IS LESS FROM EXISTING JOINT OR EDGE OF CURB EX *AREA CURB LINE - _ — _ _ • — — J .. .:... . . .., ....... ..:. .... U V GUTTER LINE SOLID SHEATHING IS REQUIRED, WHERE WET, UNSTABLE OR RUNNING SOILIS TYPE W _ OF SIDEWALK ENCOUNTERED, SOLID SHEATHING IS REQUIRED. AREA TO BE REMOVED 5' MIN. FROM EXISTING ISTING EXISTING JOINT OR EDGE EXPANSION I I" CONTIGUOUS WEAKENED PLANE JOINT WEAKENED PLANE JOINT G 24" 1.34 SQ. FT. 2, EXISTING A,C. SHALL BE CUT AND REMOVED IN SUCH A MANNER SO AS NDT TO NOT T' S H 30" 1.60 SO FT. TOAD. BULGE OR DISPLACE ADJACENT PAVCMEMT EDC-ES SHALL RC CLEAN ANn " • ' kFH ICAL, ALL CUTS SHALL BE PARALLEL - DR`PERPENDICULAR TO STREET . * NOTES: ERLINE, WHEN PRACTICAL: 6" CURB FACE SH COURSE OF AC RESURFACING SHALL BE LAID DOWN USING A SELF 1. EXPANSION JOINTS - - -AT CURB RETURNS, ADJACENT TO STRUCTURES AND AT 45' INTERVALS. ELLED SPREADER BOXT UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. (SEE STANDARD DRAWING G -10). P OR SLURRY SEALING SHALL BE APPLIED AS REQUIRED BY AGENCY. 2. WEAKENED PLANE JOINTS-- - - - -AT MID POINT OF CURB RETURN, WHEN REQUIED, AND AT 15' INTERVALS FROM P.C.R. NOTES: NOTES: (SEE STANDARD DRAWING G -10). 1. CONCRETE SHALL BE 520 -C -2500. LEGEND ON PLANS 1. CONCRETE SHALL BE 520 -C -2500. 2. SEE STANDARD DRAWINGS G -9 AND G -10 FOR JOINT DETAILS. 3. 1/4" GROOVES WITH 1/4" RADIUS EDGES AT 5' INTERVALS, APPROVED T1x THE 2. SEE STANDARD DRAWINGS G -9 AND G -10 FOR JOINT DETAILS. NCINITAS CITY OF DMA8 8TAWAW DMWN'I�i REV BY APPR DATE 3. SLOPE TOP OF CURB 2% MAX TOWARD GUTTER. LEGEND ON PLANS ER DATE UITI I�Y TFfa4CM BA� REVISION BY APPROVED DATE R ECOMMENDED BY THE SAN DIEGO REVISION BY APPROVED DATE RECOMMENDED BY THE SAN DIEGO REVISION BY APPROVED DATE RECOMMENDED BY THE SAN DIEGO �y��y� �{�, wND SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITD� SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE f7G1TJFl(- AVM7Vl" ORIGINAL KERCHEVAL 12/75 ORIGINAL KERCHEVAL 12/75 ORIGINAL KERCHEVAL 12/75 ADD METRIC T. STANTON 03/03 7/z6/z0I2 ADD METRIC T. STANTON 03/03 71z6110010 ADD METRIC T. STANTON 03/03 I;(i/i[ EFORMATTE T. STANTON 04/06 CURB AND GUTTER - COMBINED C AIRPERSON R.C.E. 19246 DATE EFORMATTE T. STAMON 04/06 SIDEWALK - TYPICAL SECTIONS C AIRPERSON R.C.E. 19246 DATE EFORMATTE T. STANTON 04/06 SIDEWALK JOINT LOCATIONS C AIRPERSON R.C.E. 19246 DATE UPDATED MR MR /CV 11/11 DRAWING UPDATED MR MR /CV 11/11 DRAWING UPDATED MR MR /CV 11/11 DRAWNG APPENTIN '4 PAGE 2-13 NUMBER G -2 NUMBER G -7 NUMBER G -9 AREA TO BE REMOVED EXISTING SCORE MARK 5', OR FROM JOINT IN EXISTING JOINT PANEL, WHICHEVER IS LESS R/W X. EXPANSION JOINT FILLER MATERIAL 1/4" NON- CONTIGUOUS 4' MIN OPTIONAL 1/8" R 1/8" R SIDEWALK CONTACT. N JOINT I • ... SIDEWALK PLAN T CONTIGUOUS PARKWAY / �^R 5, -6„ \ EXISTING SCORE MARK EXISTING JOINT SIDEWALK AREA TO BE REMOVED 4' MIN X1/2" (PAVEMENT) 1/2" ( #4) x 24" SMOOTH, • S + .. CURB LINE GREASED OR OILED BAR, t" 1/4" MIN - 1/2" MAX (SIDEWALK) 30" ON CENTER " " _ I GUTTER EXPANSION JOINT CONTACT JOINT SIDEWALK SECTION 3' -0" 3' -0" 3' -0' 3' -0" PLAN 1/8" R 1/8" PREFORMED JOINT FILLER .. .. :e'. ..•'.a; .'..� II > 1 I` 1/4- ISTING JOINT OR EDGE DRIVEWAY CURB OPENING = DRIVEWAY WIDTH + 12' -0" DRIVEWAY WIDTH SHOWN ON PLANS Ilk I BOTTOM OF CURB / R/W ELEVATION AREA TO BE REMOVED 30 MIN. 5', OR FROM JOINT IN PANEL, WHICHEVER IS LESS FROM EXISTING JOINT OR EDGE OF CURB EX 12 R (TYP) CURB LINE .. .:... . . .., ....... ..:. .... U V GUTTER LINE ( ISTING JOINT OR EDGE DRIVEWAY CURB OPENING = DRIVEWAY WIDTH + 12' -0" DRIVEWAY WIDTH SHOWN ON PLANS Ilk I BOTTOM OF CURB / R/W ELEVATION 0 a m0 �a N U , Z � 2 w 'ow �z 3 Ta w LL N s iN 00 O o � � m 12 R (TYP) .. .:... . . .., ....... ..:. .... CURB PLAN ( OF SIDEWALK AREA TO BE REMOVED 5' MIN. FROM EXISTING ISTING EXISTING JOINT OR EDGE EXPANSION I I" WEAKENED PLANE JOINT WEAKENED PLANE JOINT EXISTING SCORE MARK 5' MIN. JOINT OR EDGE OF PAVEMENT UTTERR EE �2% RISE MAX NOT T' S CURB AND SIDEWALK GUTTER AND CONCRETE PAVEMENT " • ' 7 -1/2" 1-1/2" - PAVEMENT SECTION 1/2" R 1/8 REMAINING EDGE TO BE SMOOTH AND TRUE WITH SECTION .. A. 1 -1/2" MIN. NO SHATTER ' NOTES: • 1. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND SUBGRADE ARE INSPECTED BY THE AGENCY. T� T 2. CONCRETE SHALL BE 560 -C -3250. 3. SEE STANDARD DRAWINGS G -15 AND G -16 FOR WIDTH t TO REMOVED AND LOCATION REQUIREMENTS. ` NOTE: SAW CUT 4. DRIVEWAY RAMP TO EXTEND TO 10' FROM CURB FACE OR TO PROPERTY LINE WHICHEVER IS LESS. WHEN DISTANCE FROM "AREA TO BE REMOVED" TO EXISTING JOINT, EDGE OR .. (FOR COMMERCIAL DRIVEWAYS ONLY) SCORE MARK IS LESS THAN MINIMUM SHOWN, "AREA TO BE REMOVED" SHALL 5. PLACE EXPANSION JOINT AT R/W OR 10', WHICHEVER IS LESS. BE EXTENDED TO JOINT, EDGE OR SCORE MARK. 6. SEE STANDARD DRAWINGS G -2 AND G -10 FOR CURB AND JOINT DETAILS. QFtOFESS /ONO Underground Service Alert SECTION 7. DIMENSIONS REFLECT A 6' CURB HEIGHT. ��S. Lg11pG��Fy KEYED JOINT SHOWING CUT BEFORE I yo Call: Toll Free FG y o 0 x m op 2 No. 38382 To REVISION BY APPROVED DATE SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE REVISION BY APPROVED DATE SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE REMSION BY APPROVED DATE SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE ORIGINAL PARKINSON 02/95 ORIGINAL KERCHEVA L 12/75 ORIGINAL H. HECHT 10/82 .O * � 11U r ADD METRIC T. STANTON 03/03 / ADD METRIC T. STANTON 03 03 / CONCRETE CURB, GUTTER ADD METRIC T. STANTON 03/03 7/d6/z01z 7rz6/Z01z - C/iu 7 /Z6/ZOIZ CI L TWO WORKING DAYS 9TF BEFORE YOU DIG 3 CONCRETE JOINT DETAILS ' SIDEWALK �M� CONCRETE DRI ♦LWAY pF TFO�� CNt- T _ T. STANTON 04/06 C AIRPERSON R.C.E. 19246 DATE EFORMATTE T. STANTON 04/06 C AIRPERSON R.C.E. 19246 DATE REVIEWED T. STANTON 04/06 CHAIRPERSON R.C.E. 19246 DATE AND PAVEMENT U ?DATED UPDATED CV MR CV MR/CV / 11 11 / DRAWING G -10 UPDATED CV MR CV / 111/11 REMOVAL AND REPLACEMENT DRAWING G-11 UPDATED MR MR /CV 03/12 COMMERCIAL ALTERNATE DRAWING G 0 NUMBER NUMBER NUMBER -26 Q RANGE NO. DESCRIPTION APPROV D DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. °.; M.S.L. G.R.H. M.S.L. CITY OF ENCINITAS POINT NUMBER 1031 STATION NAME: ENC -31. 2.5" CITY OF ENCINITAS BRASS DISC IN THE HORIZONTAL: AS NOTED PLANS PREPARED UNDER SUPERVISION OF DATE: 09 -10 -13 RECOMMENDE APP V I^ , � CITY AND REGIONAL STANDARDS DETAIL SHEET FOR: IN -N -OUT BURGER RESTAURANT Cj 1 2 ?� NORTHWEST CORNER OF DRAINAGE BOX ON NORTH MASIH MAHER 042519 GLENN PRUIM C51274 130 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. W SIDE OF ENCINITAS BOULEVARD AND 700 FEET EAST OF WESTLAKE STREET. VERTICAL: AS NOTED R.C.E. NO.: 38382 a�Q� M�µv I O/� / I ENGINEERNG/ UBLIC WORKS DIRECTOR ApN'S 258 - 112 -24 258- 112 -23, 258 - 112 -22 11600 -G Z ELEVATION = 182.995 FEET (NAVD88) MARK S. L�0 R X EXP.: 03 -31 -15 DATE DATE PLANNING PLANNING CASE NO: 12 -162 MUP /DR /CDP _jt SHEET 12 OF 24 JN 12008 -12008 C12arsds m L 0 a m0 �a N U , Z � 2 w 'ow �z 3 Ta w LL N s iN 00 O o � � m a 0 3 p a_ O � � n Q N z U dU S� z LL �W� ¢p0� Lu W Z N a (Tj�Na zv�° F _J __ 2 :) an o JN 12008 -12008 C13rsds m Machined Surface 11 1 FINISH GRADE ._._._�, i Machined Surface See Detail li " Dia. 26 1 2" Dia. 36'� �Opo 12 Ribs " 4 2 22 24 1 Dia. 0 1 m✓ N p� 22" Dic. la. L ti 3 /. 604 - -- - - - -- X1/4" /l( 30 w. 5' ° 1 LEVEL - SHELF =/ R— ;_�. 4 — 23 3/4" Di_ ° —3 1/2' 3 1 2 2' -6 3/4" Dia. ,� \°i ,. i3 , r- r --*-SLOPE 4 F A MANHOLE COYER FRAME 6" LEVEL a G C, 3 1/2" 4 HALF PLAN FRAME & COVER 6" MIN P� 2, SHALLOW MANHOLE rSHELF SECTION 3/4" c ❑ o o o 0 1�2 T 0 0 0 0 0 o I 1' " O OoOOO k .b�k o \ £ 38 1/8" D t�35 a• p 24 1/2" D /8•I ,�� I /B• p "� --K--SLOPE .....� _— ,'___ -4— -°°. --7 0o coo p a 1/B' 38 3 /B" D 2a' D t/� - 22" a 10" MIN n S E W E R® Machined Surface 314" rtM= - =" 9 —LEVEL _T _01111 SECTION SEE 3/4' 3/4' \ 1 1/2" it NOTES: _03 1 1 REFER TO AGENCY SPECIFICATIONS WHERE APPLICABLE 24" Diu. 1/8• 1/8" I 1/2• i 1/8" i i - 36" D 1 /echainfer 2) VERTICAL WALL OF CONE TO BE ON THE UPSTREAM SIDE OF MANHOLE SEE I 1 1 4' 26" D SM -05 FOR ACCESS LOCATIONS T /16" 26 1/2" D 3 FOR MANHOLE BASES SEE SM -03 2" 174, T 4) MANHOLES FOR MAINS 18" AND LARGER SHALL BE COATED AND 4W ----II �3/4' HALF SECTION FRAME & COVER LINED PER SM -07 5) MATERIALS SHALL BE SELECTED FROM THE AGENCY'S APPROVED MATERIALS 23 1/2* Dia E LIST LEGEND ON PLANS 1 /4- DETAIL NOTES MANHOLE COVER NOTES 1. Frame and cover shall be cast iron. Cast iron 1 8' ITEM NO SIZE AND DESCRIPTION ITEM NO SIZE AND DESCRIPTION 1. Frame and cover shall be cast iron. Cast iron shop conform to 6 l 48, Class 356. ® FOR MARK 2. Weights: Frame 166 lbs - 193 lbs. shall conform to ASTM 48, Class 358. 2. Weights: Frame 314 lbs - 363 lbs. O 36" MANHOLE FRAME AND TWO CONCENTRIC COVERS SEE S.D.R.! M -3 7 MANHOLE PIPE CONNECTOR SEE SM -04 FIELD INSTALLED INVERT SEE SM -04 Cover 147 lbs - 171 lbs. Outer Cover 285 lbs - 330 lbs. 36" DIA GRADE RING(S) 6" TO 18" HIGH Sewer Projects Sewer 3. Machine all matching surfaces and seats of Inner Cover 147 lbs - 171 Its. 3 ECCENTRIC CONE SEE NOTE 2 9 CONCRETE BASE PRECAST OR CAST IN r PLACE frame and cover to prevent rocking. Storm Drain Projects Storm Drain 4. Imported frames and covers shall have the 3. Machine all matching surfaces and seats of frame and cover to prevent rocking. DETAIL 4 48" DIA RING(S) VARIABLE HEIGHT 1 6" OF 3 4' CRUSHED ROCK / country origin marked in compliance with Water Projects Water 4. Imported frames and corers shall have the country of origin marked in compliance with Q WATER TIGHT JOINTS SEE SM -05 � MANHOLE DETAIL SEE SM -05 e federal regulations. federal regulations. © SEWER MAIN Revision a Approved Dote SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE Revision B Approved Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE Revision By Approved Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE ORIGINAL Kercheval 12/75 ORIGINAL Kercheval 12175 ORIGINAL Kercheval 12/75 Add Metric T. Stanton 03/03 24" MANHOLE FRAME AND COVER Add Metric T. Stanton 03/03 36 . MANHOLE FRAME Add Metric T. Stanton 03/03 48 DIAMETER PRECAST MANHOLE -: 7 {Y'6 /Zpf& -.� - 7 y6ygpry. X26 gpjg ` { { Reviewed T. Stanton 04/06 a„ rp on R.C.E. 19246 Date Reviewed T. Stanton 04 /06 AND TWO CONCENTRIC COVERS G„ rpe son R.G.E. 19246 Dote ep aced 9 -D J. Tomasulo 03/05 G„ rperson R.C.E. 19246 Date Delete Metric D. Gerschoffer 05/12 DRAWING M -1 Delete Metric D. Ganchoffer 05/12 DRAWING M -3 elate Metric MR B. KNOLL 03/11 DRAWING SM-01 HEAVY DUTY HEAVY DUTY INSTALLATION NUMBER NUMBER NUMBER 11 1 FINISH GRADE 9a " N WALL OF e 2 $" WALL OF MANHOLE BASE :;... W) MANHOLE BASE fi N 3 RUBBER GASKEF CONNECTOR CAST INTO DO NOT GROUT KORBAND 5" LEVEL MANHOLE NO GROUT FIELD l/ " SHELF 4 to a ,I t SEE NOTE 4 FIELD INSTALLED INSTALLED INVERT INVERT ". � .MAIN ' S E -SLOPE 4 5. RINGS) ' WATER TIGHT SEAL d I" SEWER MAIN SEWER DO NOT GROUT PIPE CLAMP " PRECAST f `. PRECAST 6' " . e'• . " LEVEL PER SM -05 . ..° . MANN BASE @ a' LEVEL TT " , ,. §o ; PRECAST MANHOLE BASE TYPE 'A' PRECAST MANHOLE BASE TYPE 'B' 6" MIN`ka= ns 3V• SLOPE 1:12 SHALLOW MANHOLE - SHELF SECTION CHANNEL SHALL BE VERTICAL ABOVE' MANHOLE BASE SPRING LINE r, -F -SLOPE s ° % 7 6 10" MIN ._ l E a F r�6" WALL OF EXIST WALL RUBBER C- r MH _ MH E RING i STRETCHED OVER STRE?CHED OV RGROUi SEWER PIPE SEE NO ;4 g - - - -- -LEVEL ... OF 3/4" 10 MIN LEVEL CRUSHED ROCK BASE EER2PIPE a':... _ .E -< i FIELD SECTION SEE SM -03 SECTION MANHOLE INSTALLED INVERT NOTES: 1 I 1 REFER TO AGENCY SPECIFICATIONS WHERE APPLICABLE 2 VERTICAL WALL OF CONE TO BE ON THE UPSTREAM SIDE OF MANHOLE SEE SM -05 FOR ACCESS LOCATIONS } SEWER MAIN SEWER MAIN 3) FOR MANHOLE BASES SEE SM -03 4 MANHOLES FOR MAINS 18" AND LARGER SHALL BE COATED AND 60+ EXISTING LINED PER SM -07 _ MANHOLE BASE 5 MATERIALS SHALL BE SELECTED FROM THE AGENCYS APPROVED MATERIALS CAST IN PLACE MANHOLE BASE BREAKING INTO EXIST MANHOLE BASE LIST LEGEND ON PLANS ITEM SIZE AND DESCRIPTION ITEM SIZE AND DESCRIPTION 0 36" MANHOLE FRAME AND TWO 7 MANHOLE PIPE CONNECTOR SEE SM -04 CONCENTRIC COVERS SEE S.D.R.S.D. M -3 g FIELD INSTALLED INVERT SEE SM -04 2 36" DIA GRADE RING(S) 6" TO 18" HIGH 9 CONCRETE BASE, PRECAST OR CAST IN NOTES: 3 4 ECCENTRIC CONE SEE NOTE 2 60" DIA RING(S) VARIABLE HEIGHT 9 PLACE 6" OF 3/4" CRUSHED ROCK 1 REFER TO AGENCY SPECIFICATIONS WHERE APPLICABLE NOTES: 1 REFER TO AGENCY SPECIFICATIONS WHERE APPLICABLE 2 FOR MANHOLE INSTALLATIONS SEE SM -01 AND SM -02 2� A RUBBER 0 -RING OR A FLEXIBLE CONNECTOR (AS SHOWN IN PRECAST MANHOLE BASE 5 WATER TIGHT JOINTS SEE SM -05 11 MANHOLE DETAIL SEE SM -05 3 MANHOLE BASES FOR MAINS 18" AND LARGER SHALL BE COATED PER SM -07 TYPE 'B') CAN BE USED WHEN BREAKING INTO EXISTING MANHOLE 6 SEWER MAIN 4 LOWEST POINT ON SHELF SHALL BE EVEN WITH TOP OF PIPE 3 FOR MANHOLES REQUIRING COATING AND LINING SEE SM -07 Under ground Service Alert 5 MATERIALS SHALL BE SELECTED FROM THE AGENCY'S APPROVED MATERIALS LIST 4 MATERIALS SHALL BE SELECTED FROM THE AGENCY'S APPROVED MATERIALS LIST QROFESS /off �o L q� OEFORE yoo Call: Toll Free �Q- S • L Fy c� O Revision B By Approved pp Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE Revision B Approved Date SAN DIEGO REGIONAL RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE Revision B Approved Date RECOMMENDED BY THE SAN DIEGO ORIGINAL Kercheval 12/75 ORIGINAL Kercheval 12/75 ORIGINAL Kercheval 12/75 STANDARD DRAWING SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE i� C 81 1 Add Metric T. Stanton 03/03 C 110" DIAMETER PRECAST MANHOLE Add Metric T. Stanton 03/03 Add Metric T. Stanton 03/03 {2dfyp T•/� {zp�z 71261L912 w a 8382 m A 11� eplocetl S -02 J. Tomasulo 03/05 Ch R.C.E. Replaaetl S-a2 J. Tomasulo 03/05 Replaced 5 -02 J. Tomasulo 03/05 rperson 19246 Date SEWER MANHOLE BASE Ch person R.C.E. 19246 Date MANHOLE PIPE CONNECTORS Ch rperson R.C.E. 19246 Date TWO WORKING DAYS VVV Delete Metric MR B. KNOLL 03/11 DRAWING SM -02 Delete Metric MR B. KNOLL 03/11 DRAWNG SM -03 Delete Metric MR B. KNOLL 03/11 SM INSTALLATION BEFORE YOU DIG NUMBER NUMBER NUMBER -04 9TFOF CA1�F��\ CHANGE NO. DESCRIPTION APP vE DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. M.S.L. . G.R.H. M.S.L. S- V %L CITY OF ENCINITAS POINT NUMBER 1031 STATION NAME: ENC -31. 2.5" CITY OF ENCINITAS BRASS DISC IN THE HORIZONTAL: AS NOTED PLANS PREPARED UNDER SUPERVISION OF DATE: 09 -10 -13 RECOMMENDED: APPS �� ^ _0 _ i'�� /i " REGIONAL STANDARDS DETAIL SHEET FOR: IN -N -OUT BURGER RESTAURANT C13 NORTHWEST CORNER OF DRAINAGE BOX ON NORTH MASIH MAHER C42519 GLENN PRUIM C51274 130 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. SIDE OF ENCINITAS BOULEVARD AND 700 FEET EAST OF WESTLAKE STREET, VERTICAL: AS NOTED V1� Q J R.C.E. NO.: 38382 / /�av/� n ENGINEERING &UC WORKS DIRECTOR 0 /C(/ 13 At ��3 APN'S 258 - 112 -24 258 - 112 -23 258 - 112 -22 11600-G ELEVATION = 182.995 FEET (NAVD88) MARK S. LAMO R X EXP.: 03 -31 -15 yi DATE DATE > > PLANNING CASE NO: 12 -162 MUP /DR /CDP SHEET 13 OF 24 a 0 3 p a_ O � � n Q N z U dU S� z LL �W� ¢p0� Lu W Z N a (Tj�Na zv�° F _J __ 2 :) an o JN 12008 -12008 C13rsds m 1 x ? 3 a ¢ o Ir ca Q N z 3n0 (j N O O w zv�z (z m LL 2 z� MOO, ILI w Z C z Q 5 Co Z V o 0 JN 12008 -12008 C14rstls Co v a kOF4 FLOW III MANHOLE SHAFT DIRECTION MANHOLE (�) TRENCH WIDTH 2 -t- SEE NOTE 2 f j o SEWER MAIN OD PLUS Z 3 CLEAN -OUTS MANHOLE ACCESS LOCATION PLAN VIEW 1111 ; .- 12" MIN, 16" MAX PER AGENCY OF INSTALL WARNING /ID TAPE WARNING /ID TAPE JURISDICTION PLAN SEE NOTE 12 _ RUBBER 36" WALL OF MANHOLE a s __- GASKET SEE NOTE 4 FILL VOID WITH �', SEE NOTE 3 ¢ ` w 8 MIN FINISHED GRADE N 8" MAX o BULKHEAD AND 5 MORTAR IF REQUIRED SEE NOTE 4 'aa w I j c { SEWER a - - - — . ,- r -wr - — ,- 12' 12" MANHOLE VARIES LATERAL OVERLAP TAPE =-:---* SEE NOTE 3 s IMPORTED GRANULAR TERIALS MEETING RED'S i INVERT PLUG ` „ SEWER MAIN a ,, OF THE SPECIFICATIONS z � SEWER MAIN WATERTIGHT SEAL INLET PIPE ar SEWER LAT I a = z MAXIMUM ALLOWABLE SLOPE N FOR EXCAVATION PER THE a e O 1 REQUIREMENTS OF CAL -OSHA a MANHOLE BASE rc t / WARNING /IDENTIFICATION MANHOLE STUB OUT FOR FUTURE CONNECTION WATERTIGHT MANHOLE JOINT SECTION AT SEWER LATERALS "' (ii a o \ TAPE AS SHOWN ON SP -01. CURB SEE FINISH DEPTH PER AGENCY REQUIREMENT FINISH GRADE NOTE 8 GRADE g —► ul j a z • -✓ r G twv o " u G �" 'P n - rtJQ7`.` -$ ,. . O U ai a i ,M lu rz x� w x� w p w SEWER S LATERAL W" S✓ ° a 6 _n Zf 0 a an Woo>e1 a Y w �� t SEWER MAIN OD r7R N - r g= �� FILTER FABRIC r 7 Y tV _ W ai to Z0 0 2U o > =(�j g w rNj, N 9 � a o ci a$ 23 m z3 0 w o w =a vai �ao xw �� oN � 1 o B rw � c �� SEE NOTE 4 wx t T ?' � ° 3 MAX ANGLE 45' 4 70 6 o PREFERRED MIN 10' i w 2 2X MIN SLOPE � -�� I� i N y2� y 74 f—i rD UO`,Ij� Q I a�ro .. ,a, 6" MINIMUM ,�u.•'. BEDDING �N 4 ... ......... ....,.. , . ; < NO3 1 4 " PLAN • , EC TRENCH SECTION _ m, .. o / w 5 - f r 6 4 ELEVATION MANHOLE MANHOLE - I3 BAR MANHOLE (INDICATE SIZE) PAVED AND PAVED AND UNPAVED, UNTRAVELED, cs TRAVELED AREAS TRAVELED AREAS SHOULDER AREAS, AREAS TYPE A TYPE B IN EASEMENTS FOR SEWER LATERAL NOTES SEE DETAIL SS -03 LEGEND ON PLANS TYPE C NOTES: NOTES: 1 REFER TO AGENCY SPECIFICATIONS WHERE APPLICABLE NOTES: ITEM SIZE AND DESCRIPTION ITEM SIZE AND DESCRIPTION 1 REFER TO AGENCY SPECIFICATIONS WHERE APPLICABLE 2 WARNING/IDENTIFlCATION TAPE SHALL BE INSTALLED AS SPECIFIED BY AGENCY 1) REFER TO AGENCY SPECIFICATIONS FOR TRENCHING, BACKFILLING AND COMPACTING WHERE NO NO 2 VERTICAL WALL OF CONE TO BE ON THE UP STREAM SIDE OF MANHOLE 3 STAMP OR CHISEL A 2" HIGH 'S' IN CURB FACE TO IDENTIFY SEWER LATERAL APPLICABLE 3 FOR MANHOLES REQUIRING COATING AND LINING SEE SM -07 LOCATION 2 PAVING OR PAVEMENT REPAIR TO BE DONE IN ACCORDANCE WITH AGENCY OF JURISDICTION 1 SEWER MAIN 5 PLUG OR CAP 4 STUBS SHALL BE BULKHEADED AT THE MANHOLE END 4) FOR SEWER LATERALS EXTEND TAPE TO PROPERTY LINE 3; EXCAVATE BELL HOLES AT EACH JOINT TO PERMIT PROPER ASSEMBLY AND INSPECTION OF 2 45' WYE 6 3/4" MAXIMUM CRUSHED ROCK 5 SEWER MAIN TO BE LAID WITH BELLS UP -GRADE 5) DEPTH OF WARNING /IDENTIFICATION TAPE AS SPECIFIED BY AGENCY THE ENTIRE JOINT 3 45' ELBOW 7 X19 WIRE ATTACHED TO A BRICK 6 MATERIALS SHALL BE SELECTED FROM THE AGENCY'S APPROVED MATERIALS LIST 6 MATERIALS SHALL BE SELECTED FROM THE AGENCY'S APPROVED MATERIALS LIST 4) FILTER FABRIC AS REQUIRED BY AGENCY OF JURISDICTION (WITH A MINIMUM 12" OVERLAP). 8 4 PIPE LATERAL SEE NOTE 3 & 5 4" PVC PIPE WITH GLUED CAP Revision By Approved Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE Revision a Approved Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE Revision B Approved Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE Revision B A roved Dote SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE ORIGINAL Kercheval 12/75 ORIGINAL Kercheval 12/75 ORIGINAL Kercheval 12 5 ORIGINAL Kercheval 12/75 Add Metric T. Stanton 03/03 MANHOLE MISCELLANEOUS Add Metric •pM� S -19 T. Stanton J. Tomasulo 03/03 03/05 WARNING /IDENTIFICATION Add Metric T. Stanton 03/03 PIPE BEDDING AND TRENCH Add Metric T. Stanton 03/03 r� �r 4 AND 6 SEWER LATERAL - Zjz6/2012 - 71-161902 7j. ��p - 4. 7 /z6 /zOrZ Replaced s -a2 J. Tomosulo o3 /os Edited T. Stanton E)5 /08 ch arson R.C.E 19246 Data 0h parson ft.C.E. ,9246 Date Replaced S-04 J. Tomasulo 03/05 Ch 1s2a6 Date placed S-13 J. Tomasulo 03/05 ch 1s2as Date DETAILS Metric MR 03/11 elate Metric MR B. KNOLL D3 /„ Delete Met c MR B. KNOLL o3 /„ DRAWNGft.c.E. DRAWINGR.c.E. DRAWING SM -05 elate B. KNOLL TAPE INSTALLATION DRAWING SP -01 BACKFILL FOR SEWER FACILITIES INSTALLATION Delete Metric MR D. KNOLL 03 /11 NUMBER NUMBER NUMBER SP -OZ NUMBER SS -O CLEAN -OUTS P AGENCY OF 6" JURISDICTION 12" SEE NOTE 12 12" 4 PVC PIPE TRENCH LIMITS O I r I i t 1 I I I o d z � 6" 2 �� 4 3 /fir PLAN 3 PLAN �J BRICK INSTALLED OVER LATERAL WITH 9 WIRE ATTACHED 0 4 1 1 3 45. 45. Of / — SEWER LATERAL DETAIL ,Y SEE NOTE 10 BELOW 3 6 - ELEVATION IF- 6" ELEVATION CUT IN WYE CONNECTION CUT IN WYE CONNECTION TYPE A TYPE B NOTES: NOTES: 1 REFER TO ANCY SPECIFICATIONS ERE APPLICABLE GE WH 1) REFER TO AGENCY SPECIFICATIONS WHERE APPLICABLE 2 IN NO C ASE S HALL LATERAL CONNECT DIRECTLY ON TOP OF SEWER MAIN 2) CONNECTIONS TO EXISTING SEWER MAINS TO BE MADE BY AGENCY PERSONNEL 3 LATERAL SHALL BE INSTALLED TO PROPERTY LINE UNLESS SPECIFIED ON PLANS IN ACCORDANCE WITH SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS 4 MINIMUM 4' COVER ABOVE LATERAL AT PROPERTY LINE 3) IN NO CASE SHALL CONNECTION BE MADE DIRECTLY ON TOP OF SEWER MAIN 5 LATERAL TO HAVE A MINIMUM SLOPE OF 2% 4) NO MORE THAN ONE CUT IN WYE WILL BE ALLOWED FOR EACH LENGTH OF 6 VERTICAL PIPE SHALL BE BRACED WHILE BACKFILLING TRENCH EXISTING VCP SEWER MAIN 7 INSTALL WARNING /IDENTIFICATION TAPE AS SHOWN ON SP -01 5 FOR SEWER LATERAL INSTALLATION SEE SS -01 AND SS -02 (INDICATE SIZE) 8 STAMP OR CHISEL A 2" HIGH "S" IN CURB FACE OVER LATERAL TO 6 FOR TRENCH BACKFILL SEE SP -02 7 MATERIALS Os -- '� IDENTIFY SEWER LATERAL LOCATION SHALL BE SELECTED FROM THE AGENCY'S APPROVED MATERIALS 9) MATERIALS SHALL BE SELECTED FROM THE AGENCY'S APPROVED MATERIALS LIST LEGEND ON PLANS LIST 10 FOR SEWER LATERAL INSTALLATIONS SEE SS -01 AND SS -02 ITEM SIZE AND DESCRIPTION ITEM SIZE AND DESCRIPTION 11)FOR SEWERS SPECIFIED AS PVC PIPE, A MINIMUM 3' SECTION OF PIPE (INDICATE SIZE) NO NO IS REQUIRED BETWEEN FITTINGS (`S ------- - --- 12 SEWER CLEAN -OUT SEE SC -01 TYPE B AS REQUIRED BY AGENCY OF LEGEND ON PLANS QROFESS/ Underground Service Alert g AMpG 1 45 ' SADDLE WYE MATH GASKET 3 EXISTING SEWER MAIN JURISDICTION 2 STAINLESS STEEL HOSE CLAMPS (2 -EACH) 44 CONCRETE ENCASEMENT F� L 5• F EFO `0o Call: Toll Free tee- y �F tiC X Z �0 cy o c Rev[sion_.L Approved Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE Revision B Approved pp Date SAN DIEGO REGIONAL STANDARD DRAWING AN RECOMMENDED BY THE S DIEGO REGIONAL STANDARDS COMMITTEE ORIGINAL Kercheval 12/75 ORIGINAL Kercheval 12/75 ;. 71Z6lzoIz ` -. 711w1 1z. 382 A Add Metric T. Stanton 03/03 Add Metric T. Stanton 03/03 SEWER LATERAL NOTES AND DETAIL ,t 4n AND 6" SEWER CUT —IN WYE .CXI J C�V va TWO WORKING DAYS Replaced S -13 J. Tomasulo 03/05 Ch person R.C.E. 19246 Date Replaced S-13 J. Tomasulo 03/05 0h paean R.C.E. R 19246 Date Delete Metric MR B. KNOLL 03/11 DRAWING SS -E)3 Delete Metric MR B. KNOLL 03/11 DRAWING SS CONNECTIONS �F pR�` \E BEFORE YOU DIG NUMBER NUMBER -04 OF CAI. `41 LLLJ CHANGE NO. DESCRIPTION APP OVEP DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: I CHECKED BY: ENGINEERING DEPARTMENT APPROVAL CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. M.S.L. G.R.H. M.S.L. - AS IL CITY OF ENCINITAS POINT NUMBER 1031 STATION NAME: ENC -31. 2.5" CITY OF ENCINITAS BRASS DISC IN THE HORIZONTAL: AS NOTED PLANS PREPARED UNDER SUPERVISION OF DATE: 09 -10 -13 RECOMMENDED- APP V �� _ A ll/ ` REGIONAL STANDARDS DETAIL SHEET FOR: IN -N -OUT BURGER RESTAURANT C 14 NORTHWEST CORNER OF DRAINAGE BOX ON NORTH ^� n MASIH MAHER C42519 GLENN PRUIM C51274 130 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. SIDE OF ENCINITAS BOULEVARD AND 700 FEET EAST OF WESTLAKE STREET. VERTICAL: AS NOTED /' ^,J yn� Q R.C.E. NO.: 38382 6 �l ! �� ENGINEERING /PU IC KS DIRECTOR I o f q 13 APN'S 258 - 112' -24, 258 - 112 -23, 258 - 112 -22 6OO -G ELEVATION = 182.995 FEET (NAVD68) MARK S. LAME) RE X EXP.: 03 -31 -15 �p3 DATE DATE —�" PLANNING CASE NO: 12 -162 MUP /DR /CDP SHEET 14 OF 24 1 x ? 3 a ¢ o Ir ca Q N z 3n0 (j N O O w zv�z (z m LL 2 z� MOO, ILI w Z C z Q 5 Co Z V o 0 JN 12008 -12008 C14rstls Co v a b 0 w 0 0 s Nz mw sa #w m� AQ A� b� A 01/ Y sue, F oz Nw w 0 U d �o d� mm m� 0 o� N� do �a x� LN NOMINAL PIPE INSIDE DIAMETER NOTES: 12 0 S WATER METER SEE NOTE 3 & 5 100mm (4 ") & SMALLER z m v z WARNING /IDENTIFICATION 13 �wz DETAIL 'A' 6 6 700mm (28 ") z 0 a r 5) WARNING /[DENT]FICATION TAPE SHALL BE INSTALLED 300rrm (12 ") ABOVE THE PIPE AND RUN 20 18 wn Y SEE NOTE 3 3) CLAMP ANODE LEAD WIRE TO COPPER TUBING AND SECURELY WRAP WITH Boa z TAPE AS SHOWN ON WP -01 250mm 8 300mm (10" 9 d w w 16 700mm (28 ") DISTRICT PRIV TELY 750mm MAINTAINED MAINTAINED (18 ") TYP SEE NOTE 14 (36 "I AND WC -14 DETAIL /A/ 600mm (24 ") PLUS 600mm(24 ")OD 12 13 14 12 15 MAXIMUM CONTINUOUSLY ALONG THE ENTIRE LENGTH OF THE PIPE AND ALL RELATED APPURTENANCES IN 6) INSTALL AN ANGLE PRESSURE REDUCING VALVE IN LIEU OF THE FIRST 90° ELL SEE NOTE 7 20 11 BY THE DISTRICT ENGINEER 11 2) INSTALL WARNING /IDENTIFICATION TAPE AS SHOWN ON WP -01 INSTALLED. WITHOUT SPLICE. IN A CONDUIT IN THE TRENCH AT A MINIMUM DEPTH OF 600mm (24 ") BE IDENTIFIED AS DESCRIBED IN SECTION 15151 OF THE SPECIFICATIONS CURB 10 TRACER WIRE AS f 17 16 FINISH o 0 GRADE D, RP FS .. � 6) FOR PIPE BEDDING AND TRENCH BACKFILL SEE WP -02 �-'� 6 D DRAWING NUMBER: WF -05 izoFZ SEE 18 ' / FOR DETAILS REGARDING THE INSTALLATION OF NOTE 6 9 3 5 7) FOR INSTALLATION OF WARNING /IDENTIFICATION ON SEWER LINES SEE SP -01 LEGEND ON PLANS 9 1 4 ? N 0 POTABLE WATER OR RECLAIMED 6 7 8 4 8 19 2 FLOW —. °` 1 FLOW— 5 CONCRETE SLAB, MINIMUM 100mm (4 ") TYPICAL. SEE NOTE 5 UNION SEE NOTE 4 METER BOX WITH LID, 250mm x 500mm (10" x 20 ") WATER MAIN OD 12 ANGLE PRV SEE NOTES 4 & 6 SEE NOTE 8 SEE NOTE 9 WATER AGENCIES STANDARDS BY THE FIRE DEPARTMENT OF JURISDICTION RP FS FOR NOTES REGARDING THE INSTALLATION OF DEPARTMENT OF JURISDICTION. FIRE SERVICES SHOULD BE LOCATED FIRE SERVICES SEE WF -05, SHEET 2 OF 2 LEGEND ON PLANS )M 10 )M 1O)ABOVE GROUND APPURTENANCES SHALL BE PAINTED AND IDENTIFIED AS NO SIZE AND DESCRIPTION ^ ° NO NO SIZE AND DESCRIPTION 1 CONCRETE THRUST BLOCK SEE WT -01 IN SUCH A MANNER THAT WILL ALLOW THE DEVICE TO BE READILY 12 FLG'D OS &Y RWGV WITH HAND WHEEL 2 WATER MAIN TRACER WIRE ACCESS PORT (CP BOX) 13 RPDA SEE NOTE 4 3 200mm (8 ") GATE WELL WITH LID SEE 14 CHAIN WITH KNOX LOCK SEE NOTE 4 II)TESTING SHALL BE CONDUCTED AS CALLED FOR IN SECTION 15112 OF WV -01 OR WV -02 15 FLANGED TEE WITH °FDC" SEE NOTE 4 4 SIZE x SIZE MJ /PO /FLG x FLG TEE 16 CONCRETE SLAB, MINIMUM 100mm (4 ") THICK x 900mm (36 ") WIDE x AS REQUIRE SEE NOTE 15 5 FLG x MJ /PO /FLG RWGV 6 FLG x MJ /PO ADAPTER (IF REQUIRED) 7 C -900 PVC PIPE 17 19MM (3 /4') BYPASS, METER & RP DEVICE 8 MJ /PO x FLG 90° BEND 18 ADJUSTABLE VALVE SUPPORT 9 FLANGED DUCTILE IRON PIPE TRACER WIRE > 19 PVC OR DI PIPE SEE NOTE 9 10 COLD JOINT STRIP 20 FLANGED ANGLE PRESSURE REDUCING VALVE SEE NOTE 7 11 FLANGED 90D BEND, SEE NOTE 7 ") SEE NOTE 2 a z WATER AGENCIES STANDARDS 100mm (4 AND LARGER 5 ; COMMITTEE APPROVAL 09/12/2008 FIRE SERVICE INSTALLATION > z w a ° a DRAWING NUMBER WF -05 (1 OF z NOMINAL PIPE INSIDE DIAMETER NOTES: DISTANCE S WATER METER SEE NOTE 3 & 5 100mm (4 ") & SMALLER z m v z WARNING /IDENTIFICATION (18 ") DETAIL 'A' 6 6 700mm (28 ") z 0 a r 5) WARNING /[DENT]FICATION TAPE SHALL BE INSTALLED 300rrm (12 ") ABOVE THE PIPE AND RUN 600mm Y SEE NOTE 3 3) CLAMP ANODE LEAD WIRE TO COPPER TUBING AND SECURELY WRAP WITH 1) REFER TO SECTION 15112 OF THE SPECIFICATIONS z TAPE AS SHOWN ON WP -01 250mm 8 300mm (10" i 700mm (28 ") WHEN RECOMMENDED BY THE BACKFLOW MANUFACTURER, OR AS REQUIRED FIRE HYDRANT (36 "I AND WC -14 HB PLUS 600mm(24 ")OD e of E / X' PLUS 900mm(36 ") CONTINUOUSLY ALONG THE ENTIRE LENGTH OF THE PIPE AND ALL RELATED APPURTENANCES IN 6) INSTALL AN ANGLE PRESSURE REDUCING VALVE IN LIEU OF THE FIRST 90° ELL [N BY THE DISTRICT ENGINEER 7) TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 15112 OF RP W 2) INSTALL WARNING /IDENTIFICATION TAPE AS SHOWN ON WP -01 INSTALLED. WITHOUT SPLICE. IN A CONDUIT IN THE TRENCH AT A MINIMUM DEPTH OF 600mm (24 ") BE IDENTIFIED AS DESCRIBED IN SECTION 15151 OF THE SPECIFICATIONS INSTALL WARNING /ID TAPE TRACER WIRE AS T SEE NOTE 3 9 o 0 Bl INSTALL PIPE AND RELATED APPURTENANCES IN THIS AREA PER THE RP FS 3� AIR VALVE 6) FOR PIPE BEDDING AND TRENCH BACKFILL SEE WP -02 �-'� 6 E _ SHOWN ON WP -01 DRAWING NUMBER: WF -05 izoFZ SEE WS -01 & WS -02 300mn (12 ) ABOVE PIPE FOR DETAILS REGARDING THE INSTALLATION OF REQUIREMENTS OF THE WATER AGENCY STANDARDS SCH 80 PVC, BRASS OR COPPER PIPE 7) FOR INSTALLATION OF WARNING /IDENTIFICATION ON SEWER LINES SEE SP -01 LEGEND ON PLANS T SEE NOTE 3 �v ? N 0 POTABLE WATER OR RECLAIMED REDUCED PRESSURE BACKFLOW DEVICE 4 900 ELL SEE NOTES 4 & 6 10 3) LOCATION OF FIRE SERVICES SHALL BE AS DIRECTED BY THE FIRE 5 CONCRETE SLAB, MINIMUM 100mm (4 ") TYPICAL. SEE NOTE 5 UNION SEE NOTE 4 METER BOX WITH LID, 250mm x 500mm (10" x 20 ") WATER MAIN OD 12 ANGLE PRV SEE NOTES 4 & 6 19mm THRU 50mm ( 3/4" THRU 2") REDUCED WATER AGENCIES STANDARDS BY THE FIRE DEPARTMENT OF JURISDICTION PRESSURE BACKFLOW PREVENTION DEVICE DRAWING NUMBER W R —Q 1 TRACER WIRE T ACCESS PORT DEPARTMENT OF JURISDICTION. FIRE SERVICES SHOULD BE LOCATED z IMPORTED GRANULAR MATERIALS 6 TRACER WIRE (AS REQUIRED), SEE WP -01 10 1Omm (3/8') ROCK, 100mm TO 150mm 1O)ABOVE GROUND APPURTENANCES SHALL BE PAINTED AND IDENTIFIED AS SEE NOTE 3 SEE NOTE 3 ^ ° SHEET 15 OF 24 MEETING REQUIREMENTS OF THE SPECIFICATIONS 25mm ( 1 " ) WATER SERVICE INSTALLATION IN SUCH A MANNER THAT WILL ALLOW THE DEVICE TO BE READILY CALLED FOR BY THE FIRE DEPARTMENT OF JURISDICTION i TRACER WIRE ACCESS PORT (CP BOX) DRAWING NUMBER WS-01 w -- w "o TRENCH WIDTH II)TESTING SHALL BE CONDUCTED AS CALLED FOR IN SECTION 15112 OF ACCESSIBLE FOR INSPECTION, REPAIR, AND USAGE OVERLAP TAPE _ WARNINGlID w a r SEE CHART BELOW TAPE,SEE NOTE 4) TAMPER SWITCH, AUTOMATIC RESET, CHAIN WITH KNOX LOCK, AND TRACER WIRE > i50mm (6 ") y z FINISHED GRADE 12 )CONNECTIONS TO STEEL MAINS SHALL BE IN ACCORDANCE WITH SECTION 15061 FIRE DEPARTMENT CONNECTION ( "FDC ") SHALL BE AS REQUIRED BY THE SEE NOTE 2 a z MIN BEDDING 5 ; 13)MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST > z w a ° a FIRE DEPARTMENT OF JURISDICTION ATER LATERAL ¢ 14)DISTRICT RESPONSIBILITY ENDS AT EDGE OF PROPERTY LINE, RIGHT OF WAY, TRENCH SECTION •� '� � \ OR EASEMENT 5) BALL VALVE TEST COCKS SHALL BE PROVIDED AND LOCATED PER THE NOTES: m WATER MAIN a WATER SERVICE 15)1200mm (24 ") MINIMUM CLEARANCE SHALL BE MAINTAINED ALL AROUND PAD � it REFER TO SECTION 15000 OF THE SPECIFICATIONS SEE NOTE 3 WHEN INSTALLED WITH OR BY A WALL OR ANY OTHER OBSTRUCTIONS 2) TRACER WIRE TO RUN CONTINUOUSLY ALONG THE ENTIRE LENGTH OF WATER MAINS. WIRE SHALL NOTES: - MANUFACTURES RECOMMENDATIONS AND THE REQUIREMENTS OF THE SECTION AT WATER LATERALS IT i) REFER TO SECTION 02223 OF THE SPECIFICATIONS WATER AGENCY STANDARDS 3) TRACER WIRE ACCESS PORTS SHALL BE INSTALLED WITHIN THE CONCRETE SPLASH PAD OF ALL FIRE 3w F 21 PAVING OR PAVEMENT REPAIR TO BE DONE IN ACCORDINACE TO CITY OR COUNTY STANDARDS w x m U H 6) INSTALL FIRE SERVICES SO THAT THE DISTANCE BETWEEN THE BOTTOM CI LID MARKED a HYDRANTS IN ACCORDANCE WITH THE STANDARD DRAWINGS. TRACER WIRE MAY TERMINATE WITHIN ° w � w ` MAXIMUM ALLOWABLE SLOPE METER BOX, BLOWOFF BOX OR AIR VALVE PER SECTION 15000. TRACER WIRE MAY TERMINATE IN A } OF THE ENTIRE JOINT w > o w o FOR EXCAVATION PER THE CP TEST BOX ONLY IF NO OTHER APPURTENANCE EXISTS WITHIN THE REQUIRED 305m (1000') OF THE RELIEF DIAPHRAGM AND THE CONCRETE SLAB OR FINISH GRADE "WATER" OR "TRACER" W o a REOUREMENTS OF CAL /OSHA IS 300mm (12 ") MINIMUM AND 600mm (24 ") MAXIMUM ? U = z N - I J CD CO w x Y NOMINAL PIPE INSIDE DIAMETER 7) INSTALL AN ANGLE PRESSURE REDUCING VALVE IN LIEU OF THE FIRST DISTANCE S CP TEST BOX m 100mm (4 ") & SMALLER z m v z WARNING /IDENTIFICATION (18 ") DETAIL 'A' 6 6 700mm (28 ") 90° BEND WHEN SYSTEM STATIC PRESSURE EXCEEDS 1.03 MPa (150 PSI), 5) WARNING /[DENT]FICATION TAPE SHALL BE INSTALLED 300rrm (12 ") ABOVE THE PIPE AND RUN 600mm Y SEE NOTE 3 3) CLAMP ANODE LEAD WIRE TO COPPER TUBING AND SECURELY WRAP WITH 800mm z TAPE AS SHOWN ON WP -01 250mm 8 300mm (10" & 12 "I 700mm (28 ") WHEN RECOMMENDED BY THE BACKFLOW MANUFACTURER, OR AS REQUIRED 900mm (36 "I AND WC -14 HB PLUS 600mm(24 ")OD e of E / X' PLUS 900mm(36 ") CONTINUOUSLY ALONG THE ENTIRE LENGTH OF THE PIPE AND ALL RELATED APPURTENANCES IN 6) INSTALL AN ANGLE PRESSURE REDUCING VALVE IN LIEU OF THE FIRST 90° ELL [N BY THE DISTRICT ENGINEER 7) TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 15112 OF RP W s INSTALLED. WITHOUT SPLICE. IN A CONDUIT IN THE TRENCH AT A MINIMUM DEPTH OF 600mm (24 ") BE IDENTIFIED AS DESCRIBED IN SECTION 15151 OF THE SPECIFICATIONS m TRACER WIRE AS 2) INSTALL CORPORATION STOP WITH KEY IN THE SIDE POSITION 9 AND TRACER WIRE INSTALLATIONS Bl INSTALL PIPE AND RELATED APPURTENANCES IN THIS AREA PER THE RP FS 3� AIR VALVE 6) FOR PIPE BEDDING AND TRENCH BACKFILL SEE WP -02 �-'� 6 E _ SHOWN ON WP -01 DRAWING NUMBER: WF -05 izoFZ SEE WS -01 & WS -02 _ FOR DETAILS REGARDING THE INSTALLATION OF REQUIREMENTS OF THE WATER AGENCY STANDARDS SCH 80 PVC, BRASS OR COPPER PIPE 7) FOR INSTALLATION OF WARNING /IDENTIFICATION ON SEWER LINES SEE SP -01 LEGEND ON PLANS T SEE NOTE 3 �v CONCRETE THRUST BLOCK SEE WT -01 0 POTABLE WATER OR RECLAIMED REDUCED PRESSURE BACKFLOW DEVICE 4 900 ELL SEE NOTES 4 & 6 10 9) INSTALL PIPE AND RELATED APPURTENANCES IN THIS AREA AS REQUIRED 5 CONCRETE SLAB, MINIMUM 100mm (4 ") TRACER WIRE UNION SEE NOTE 4 METER BOX WITH LID, 250mm x 500mm (10" x 20 ") WATER MAIN OD 12 ANGLE PRV SEE NOTES 4 & 6 19mm THRU 50mm ( 3/4" THRU 2") REDUCED WATER AGENCIES STANDARDS BY THE FIRE DEPARTMENT OF JURISDICTION PRESSURE BACKFLOW PREVENTION DEVICE DRAWING NUMBER W R —Q 1 TRACER WIRE T ACCESS PORT WITH LOCKWING z IMPORTED GRANULAR MATERIALS 6 TRACER WIRE (AS REQUIRED), SEE WP -01 10 1Omm (3/8') ROCK, 100mm TO 150mm 1O)ABOVE GROUND APPURTENANCES SHALL BE PAINTED AND IDENTIFIED AS SEE NOTE 3 SEE NOTE 3 SHEET 15 OF 24 MEETING REQUIREMENTS OF THE SPECIFICATIONS 25mm ( 1 " ) WATER SERVICE INSTALLATION CALLED FOR BY THE FIRE DEPARTMENT OF JURISDICTION COMMITTEE APPROVAL' 03/01/2001 TRACER WIRE ACCESS PORT (CP BOX) DRAWING NUMBER WS-01 w II)TESTING SHALL BE CONDUCTED AS CALLED FOR IN SECTION 15112 OF DETAIL PLAN ( l BOB ELEV THE SPECIFICATIONS PRIOR TO ACCEPTANCE BY THE DISTRICT i50mm (6 ") 12 )CONNECTIONS TO STEEL MAINS SHALL BE IN ACCORDANCE WITH SECTION 15061 MIN BEDDING 13)MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST 14)DISTRICT RESPONSIBILITY ENDS AT EDGE OF PROPERTY LINE, RIGHT OF WAY, TRENCH SECTION OR EASEMENT NOTES: 15)1200mm (24 ") MINIMUM CLEARANCE SHALL BE MAINTAINED ALL AROUND PAD it REFER TO SECTION 15000 OF THE SPECIFICATIONS WHEN INSTALLED WITH OR BY A WALL OR ANY OTHER OBSTRUCTIONS 2) TRACER WIRE TO RUN CONTINUOUSLY ALONG THE ENTIRE LENGTH OF WATER MAINS. WIRE SHALL NOTES: - BE SECURED TO THE PIPE AND MAINTAINED ON PIPE CENTERLINE DURING TRENCH BACKFILL i) REFER TO SECTION 02223 OF THE SPECIFICATIONS 3) TRACER WIRE ACCESS PORTS SHALL BE INSTALLED WITHIN THE CONCRETE SPLASH PAD OF ALL FIRE F 21 PAVING OR PAVEMENT REPAIR TO BE DONE IN ACCORDINACE TO CITY OR COUNTY STANDARDS a HYDRANTS IN ACCORDANCE WITH THE STANDARD DRAWINGS. TRACER WIRE MAY TERMINATE WITHIN ° 3) EXCAVATE BELL HOLES AT EACH PIPE JOINT TO PERMIT PROPER ASSEMBLY AND INSPECTION METER BOX, BLOWOFF BOX OR AIR VALVE PER SECTION 15000. TRACER WIRE MAY TERMINATE IN A } OF THE ENTIRE JOINT CP TEST BOX ONLY IF NO OTHER APPURTENANCE EXISTS WITHIN THE REQUIRED 305m (1000') - NOMINAL PIPE INSIDE DIAMETER MINIMUM DISTANCE S DISTANCE 100mm (4 ") & SMALLER z 4) ALL PIPELINE TRENCHES SHALL BE EXCAVATED SO THAT THE DISTANCE BETWEEN TRENCH (18 ") DETAIL 'A' 6 6 700mm (28 ") 150mm & 200mm (6" 5) WARNING /[DENT]FICATION TAPE SHALL BE INSTALLED 300rrm (12 ") ABOVE THE PIPE AND RUN 600mm INTERVAL. ALL BURIED WIRES THAT REQUIRE TRENCHING TO A TEST BOX LOCATION SHALL BE 3) CLAMP ANODE LEAD WIRE TO COPPER TUBING AND SECURELY WRAP WITH 800mm (32 ") 250mm 8 300mm (10" & 12 "I 700mm (28 ") 2) INSTALL WARNING /IDENTIFICATION TAPE AS SHOWN ON WP -01 900mm (36 "I 400mm THRU 900mm (16" HB PLUS 600mm(24 ")OD WALLS AT THE TOP OF PIPE SHALL BE AS SHOWN BELOW: PLUS 900mm(36 ") CONTINUOUSLY ALONG THE ENTIRE LENGTH OF THE PIPE AND ALL RELATED APPURTENANCES IN 6) INSTALL AN ANGLE PRESSURE REDUCING VALVE IN LIEU OF THE FIRST 90° ELL [N BY THE BACKFLOW MANUFACTURER 7) TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 15112 OF RP W s INSTALLED. WITHOUT SPLICE. IN A CONDUIT IN THE TRENCH AT A MINIMUM DEPTH OF 600mm (24 ") BE IDENTIFIED AS DESCRIBED IN SECTION 15151 OF THE SPECIFICATIONS m ACCORDANCE WITH SECTION 15000 2) INSTALL CORPORATION STOP WITH KEY IN THE SIDE POSITION 9 AND TRACER WIRE INSTALLATIONS COMMITTEE APPROVAL 12/31/2004 RP FS 3� 4) WIRE SPLICE CONNECTORS SHALL BE SILICONE FILLED TYPE 6) FOR PIPE BEDDING AND TRENCH BACKFILL SEE WP -02 �-'� 6 TRENCH WIDTH DRAWING NUMBER: WF -05 izoFZ SEE WS -01 & WS -02 NOMINAL PIPE INSIDE DIAMETER MINIMUM DISTANCE S DISTANCE 100mm (4 ") & SMALLER z 450mm (18 ") DETAIL 'A' 6 6 700mm (28 ") 150mm & 200mm (6" 5) WARNING /[DENT]FICATION TAPE SHALL BE INSTALLED 300rrm (12 ") ABOVE THE PIPE AND RUN 600mm a 3) CLAMP ANODE LEAD WIRE TO COPPER TUBING AND SECURELY WRAP WITH 800mm (32 ") 250mm 8 300mm (10" & 12 "I 700mm (28 ") 2) INSTALL WARNING /IDENTIFICATION TAPE AS SHOWN ON WP -01 900mm (36 "I 400mm THRU 900mm (16" HB PLUS 600mm(24 ")OD PLUS 900mm(36 ") CONTINUOUSLY ALONG THE ENTIRE LENGTH OF THE PIPE AND ALL RELATED APPURTENANCES IN 6) INSTALL AN ANGLE PRESSURE REDUCING VALVE IN LIEU OF THE FIRST 90° ELL WHEN SYSTEM PRESSURE EXCEEDS 1.03 MPa (150 PSI) OR WHEN RECOMMENDED BY THE BACKFLOW MANUFACTURER 7) TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 15112 OF RP W THE SPECIFICATIONS PRIOR TO ACCEPTANCE BY THE DISTRICT 8).BPD & APPURTENANCES INSTALLED FOR THE USE OF RECYCLED WATER SHALL RP R BE IDENTIFIED AS DESCRIBED IN SECTION 15151 OF THE SPECIFICATIONS 9) MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST LEGEND ON PLANS ACCORDANCE WITH SECTION 15000 2) INSTALL CORPORATION STOP WITH KEY IN THE SIDE POSITION 9 AND TRACER WIRE INSTALLATIONS COMMITTEE APPROVAL 12/31/2004 RP FS 3� S 6) FOR PIPE BEDDING AND TRENCH BACKFILL SEE WP -02 �-'� 6 ;, DRAWING NUMBER: WF -05 izoFZ SEE WS -01 & WS -02 _ FOR DETAILS REGARDING THE INSTALLATION OF 2 SCH 80 PVC, BRASS OR COPPER PIPE 7) FOR INSTALLATION OF WARNING /IDENTIFICATION ON SEWER LINES SEE SP -01 LEGEND ON PLANS BALL VALVE "SHUT -OFF" �v CONCRETE THRUST BLOCK SEE WT -01 NOMINAL PIPE INSIDE DIAMETER MINIMUM DISTANCE MAXIMUM DISTANCE 100mm (4 ") & SMALLER �� 450mm (18 ") DETAIL 'A' 6 6 700mm (28 ") 150mm & 200mm (6" & 8 ") 600mm (24 ") 3) CLAMP ANODE LEAD WIRE TO COPPER TUBING AND SECURELY WRAP WITH 800mm (32 ") 250mm 8 300mm (10" & 12 "I 700mm (28 ") 2) INSTALL WARNING /IDENTIFICATION TAPE AS SHOWN ON WP -01 900mm (36 "I 400mm THRU 900mm (16" THRU 36 ")OD PLUS 600mm(24 ")OD PLUS 900mm(36 ") _= DRAWING NUMBER: WP-01 7 DRAWING NUMBER W P— 0 2 m 0 0 0 s / z �w a CF Ew m� a a3 v^ mM /Y N.. 6.] 3tv /F .z ..w roa U a a mx S� �o Um 0 �o Qa ZN �a 12 8 9 DISTRICT PRIVATELY �MAINTAINED� 8 9 8 7 MAINTAINED FIRE SERVICES SEE WF -05, SHEET 1 OF 2 LEGEND ON PLANS P /L, R/W OR 12 4 Y 8) MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST (TRACER WIRE) 7 5 7 �� 5) FOR BEDDING AND BACKFILL OF SEWER FACILITIES SEE SP -02 SEE NOTE 5 DETAIL 'A' 6 6 100mm ( 4 " ) AND LARGER WATER AGENCIES' STANDARDS WARNING I DENT I F I CAT I ON TAPE WATER AGENCIES STANDARDS 0 75mm (3 ") WATER AGENCIES STANDARDS 3) CLAMP ANODE LEAD WIRE TO COPPER TUBING AND SECURELY WRAP WITH y 2 3 4 3 3 O PER WAS PER AGENCY OF NOTES: REQUIR MENTS JURIS ICTION 1) REFER TO SECTION 15112 OF THE SPECIFICATIONS 2) INSTALL WARNING /IDENTIFICATION TAPE AS SHOWN ON WP -01 3) LOCATE BACKFLOW PREVENTION DEVICE (BPD) IN SUCH A MANNER THAT WILL �= F IRE S E R V I C E I N S T A L L A T I O N 5) NO CONNECTIONS OF ANY KIND WILL BE ALLOWED IN THIS AREA, INSPECTION BY THE DISTRICT SHALL TAKE PLACE PRIOR TO BACKFILL. INSTALL A CASING ENCASED IN CONCRETE WHEN THE CONNECTIONS OF ANY KIND WILL BE PERMITTED IN THIS AREA,INSPECTED REQUIRED PRIOR TO BACKFILL 6) INSTALL AN ANGLE PRESSURE REDUCING VALVE IN LIEU OF THE FIRST 90° ELL WHEN SYSTEM PRESSURE EXCEEDS 1.03 MPa (150 PSI) OR WHEN RECOMMENDED BY THE BACKFLOW MANUFACTURER 7) TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 15112 OF RP W THE SPECIFICATIONS PRIOR TO ACCEPTANCE BY THE DISTRICT 8).BPD & APPURTENANCES INSTALLED FOR THE USE OF RECYCLED WATER SHALL RP R BE IDENTIFIED AS DESCRIBED IN SECTION 15151 OF THE SPECIFICATIONS 9) MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST LEGEND ON PLANS )NOM 2) INSTALL CORPORATION STOP WITH KEY IN THE SIDE POSITION 3) SET TOP OF METER BOX FLUSH WITH SIDEWALK, CURB, AND TRACER WIRE INSTALLATIONS COMMITTEE APPROVAL 12/31/2004 NOM 3� FOR POTABLE AND RECYCLED WATER COMMITTEE APPROVAL 07/30/2007 6 BRASS OR COPPER PIPE SEE NOTE 4 DRAWING NUMBER: WF -05 izoFZ SEE WS -01 & WS -02 _= DRAWING NUMBER: WP-01 7 DRAWING NUMBER W P— 0 2 m 0 0 0 s / z �w a CF Ew m� a a3 v^ mM /Y N.. 6.] 3tv /F .z ..w roa U a a mx S� �o Um 0 �o Qa ZN �a 12 8 9 DISTRICT PRIVATELY �MAINTAINED� 8 9 8 7 MAINTAINED 10 P /L, R/W OR 12 4 EDGE OF '� q 8 EASEMENT 7 5 7 450m (18 ") 11 3m (10')MAX 7 11 SEE NOTE 5 DETAIL 'A' 6 6 SEE NOTE 6 —al 150mm (6 ") D D / 200mm (8 ") / 6 0 75mm (3 ") FLOW 3) CLAMP ANODE LEAD WIRE TO COPPER TUBING AND SECURELY WRAP WITH E E 2 4 °o° 2 3 4 3 3 O PER WAS PER AGENCY OF NOTES: REQUIR MENTS JURIS ICTION 1) REFER TO SECTION 15112 OF THE SPECIFICATIONS 2) INSTALL WARNING /IDENTIFICATION TAPE AS SHOWN ON WP -01 3) LOCATE BACKFLOW PREVENTION DEVICE (BPD) IN SUCH A MANNER THAT WILL ALLOW THE DEVICE TO BE READILY ACCESSIBLE FOR INSPECTION & REPAIR 4) ALL ABOVE GROUND PIPING, UNIONS, ELBOWS. & NIPPLES SHALL BE SOLDERED OR THREADED BRASS 5) NO CONNECTIONS OF ANY KIND WILL BE ALLOWED IN THIS AREA, INSPECTION BY THE DISTRICT SHALL TAKE PLACE PRIOR TO BACKFILL. INSTALL A CASING ENCASED IN CONCRETE WHEN THE DISTANCE BETWEEN THE METER BOX AND THE RISER TO THE BPD EXCEEDS 450rrm (18 "). NO CONNECTIONS OF ANY KIND WILL BE PERMITTED IN THIS AREA,INSPECTED REQUIRED PRIOR TO BACKFILL 6) INSTALL AN ANGLE PRESSURE REDUCING VALVE IN LIEU OF THE FIRST 90° ELL WHEN SYSTEM PRESSURE EXCEEDS 1.03 MPa (150 PSI) OR WHEN RECOMMENDED BY THE BACKFLOW MANUFACTURER 7) TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 15112 OF RP W THE SPECIFICATIONS PRIOR TO ACCEPTANCE BY THE DISTRICT 8).BPD & APPURTENANCES INSTALLED FOR THE USE OF RECYCLED WATER SHALL RP R BE IDENTIFIED AS DESCRIBED IN SECTION 15151 OF THE SPECIFICATIONS 9) MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST LEGEND ON PLANS )NOM 2) INSTALL CORPORATION STOP WITH KEY IN THE SIDE POSITION 3) SET TOP OF METER BOX FLUSH WITH SIDEWALK, CURB, OR FINISH GRADE 4) LOCATE METER BOX AS SHOWN ON WS -03 SIZE AND DESCRIPTION NOM SIZE AND DESCRIPTION 1 METER BOX & METER ASSEMBLY 6 BRASS OR COPPER PIPE SEE NOTE 4 7) CONNECTIONS TO STEEL MAINS SHALL BE IN ACCORDANCE WITH SECTION 15061 SEE WS -01 & WS -02 7 75mm (3 ") LONG NIPPLE SEE NOTE 4 2 SCH 80 PVC, BRASS OR COPPER PIPE 8 BALL VALVE "SHUT -OFF" 3 CONCRETE THRUST BLOCK SEE WT -01 9 REDUCED PRESSURE BACKFLOW DEVICE 4 900 ELL SEE NOTES 4 & 6 10 ENCLOSURE (OPTIONAL) 5 CONCRETE SLAB, MINIMUM 100mm (4 ") 11 UNION SEE NOTE 4 METER BOX WITH LID, 250mm x 500mm (10" x 20 ") THICK x 450mm (18 ") WIDE 12 ANGLE PRV SEE NOTES 4 & 6 19mm THRU 50mm ( 3/4" THRU 2") REDUCED WATER AGENCIES STANDARDS COMMITTEE APPROVAL 0210112008 PRESSURE BACKFLOW PREVENTION DEVICE DRAWING NUMBER W R —Q 1 m 0 0 w 0 3 / 0 0 b a 0 / v m 3 / 6 a m "i a c6 m w 0 t- V 0 v a a K y s` Y FINISH GRADE -- 75mm (3 ") 225 mm Service Alert BENCHMARK 7 8 (9 ") FINISH GRADE CURB 3 FINISH GRADE D ° 4 D D / 200mm (8 ") / 6 0 75mm (3 ") APPROVED PLANS. 3) CLAMP ANODE LEAD WIRE TO COPPER TUBING AND SECURELY WRAP WITH 5 9 MIN BAD= 10 300mm (12 ") GROUND WITHIN METER BOX OR ENCLOSURE. W - 1 2 7) MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST LEGEND ON PLANS 10° MIN SIZE AND DESCRIPTION 30° MAX SIZE AND DESCRIPTION 4 MECHANICAL GROUNDING CLAMP,SEE NOTE 3 MIN RAD- 6.8Kg (15 -lbs) MINIMUM PREPACKAGED ZINC ANODE. SEE NOTE 4 300mm (12 ") COPPER TUBING, SEE NOTE 2 3 #12 AWG STRANDED COPPER WIRE WITH THW NOTES: �^ w I 1) REFER TO SECTION 15057 OF THE SPECIFICATIONS INSULATION, MINIMUM 7.62m (25') LONG, 2) INSTALL CORPORATION STOP WITH KEY IN THE SIDE POSITION 3) SET TOP OF METER BOX FLUSH WITH SIDEWALK, CURB, OR FINISH GRADE 4) LOCATE METER BOX AS SHOWN ON WS -03 Q 5) INSTALL WARNING /IDENTIFICATION TAPE AS SHOWN ON WP -01 W 25 6) WATER LATERALS INSTALLED FOR THE USE OF RECYCLED WATER SHALL BE IDENTIFIED AS DESCRIBED IN SECTION 15151 OF THE SPECIFICATIONS W 25 7) CONNECTIONS TO STEEL MAINS SHALL BE IN ACCORDANCE WITH SECTION 15061 8) MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST LEGEND ON PLANS )NOM )NOM SIZE AND DESCRIPTION SIZE AND DESCRIPTION 1 WATER MAIN 7 WATER METER FURNISHED & INSTALLED BY THE WATER AGENCY OF JURISDICTION 2 25rrm (1 ") BRONZE CORPORATION STOP 3 SIZE x 25mm (1 ") SERVICE SADDLE 8 METER BOX WITH LID, 250mm x 500mm (10" x 20 ") 4 25 ran (1 ") x REQUIRED LENGTH COPPER PIPE TYPE "K" SOFT 9 CUSTOMER SHUT -OFF VALVE (LOCKABLE) FURNISHED AND INSTALLED BY THE 5 257 (1") BRONZE ANGLE METER STOP WITH LOCKWING WATER AGENCY OF JURISDICTION 6 TRACER WIRE (AS REQUIRED), SEE WP -01 10 1Omm (3/8') ROCK, 100mm TO 150mm w ° ` J 5 co C) (4" TO 6 ") DEEP SHEET 15 OF 24 WATER AGENCIES STANDARDS 25mm ( 1 " ) WATER SERVICE INSTALLATION COMMITTEE APPROVAL' 03/01/2001 DRAWING NUMBER WS-01 "i a c6 m w 0 t- V 0 v a a K y s` Y FINISH GRADE -- °r t"? � TT Service Alert BENCHMARK SCALE 1 I i600mm (24 ") MINIMUM 2 !? �OFFOoRE oGO 3 ktza 4 NOTES: 1) REFER TO SECTION 13110 OF THE SPECIFICATIONS 2) WATER SERVICE SHOWN HEREON IS SHOWN AS AN EXAMPLE ONLY. ANODES SHALL BE INSTALLED ON ALL COPPER TUBING WHEN INDICATED ON THE APPROVED PLANS. 3) CLAMP ANODE LEAD WIRE TO COPPER TUBING AND SECURELY WRAP WITH DIELECTRIC TAPE. 4) LOCATE ANODE WITHIN THE PAVED ROADWAY APPROXIMATELY 1.52m (5') TO 3.05m (10') FROM EDGE OF ROADWAY. 5) LOCATE ANODE WIRE WITHIN COPPER TUBING TRENCH SECURELY ATTACHED TO THE TUBING. 600mm (24 ") OF EXCESS WIRE SHALL BE COILED ABOVE GROUND WITHIN METER BOX OR ENCLOSURE. W - 6) ANODE BACKFILL MATERIALS SHALL BE AS INDICATED IN SECTION 13110. 7) MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST LEGEND ON PLANS ]M NO SIZE AND DESCRIPTION 'NO M NO SIZE AND DESCRIPTION 1 MECHANICAL GROUNDING CLAMP,SEE NOTE 3 4 6.8Kg (15 -lbs) MINIMUM PREPACKAGED ZINC ANODE. SEE NOTE 4 2 COPPER TUBING, SEE NOTE 2 3 #12 AWG STRANDED COPPER WIRE WITH THW DATE: 09 -10 -13 �^ w I Q INSULATION, MINIMUM 7.62m (25') LONG, 0 m LL z� ; SEE NOTE 5 Q N_ NEW INSTALLATION OF WATER AGENCIES STANDARDS COMMITTEE APPROVAL 12/31/2003 SACRIFICIAL ANODES FOR COPPER TUBING DRAWING NUMBER WC-1 7 CHANGE N0. °r t"? � Underground Service Alert BENCHMARK SCALE SPECIAL DISTRICT APPROVAL �oeR s• oGP� FZc �e �OFFOoRE oGO Call: Toll Free ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING N0. �� x m 4P c r �� —I o 3838 m z RECOMMENDE APP V WATER DISTRICT DETAIL SHEET FOR: 19P�. R_ a ; oos� zN x 1 TWO WORKING DAYS = OF CAL \E BEFORE YOU DIG 30 F HORIZONTAL: AS NOTED DATE: 09 -10 -13 �^ w I Q ^ rn1 0 m LL z� ; Q N_ NORTHWEST CORNER OF DRAINAGE BOX ON NORTH �c1N CHANGE N0. DESCRIPTION PPROVE DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING N0. N ^ 0 o rn E o AS° 1114 �� —I CITY OF ENCINITAS POINT NUMBER 1031 M.S.L. G.R.H. M.S.L. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDE APP V WATER DISTRICT DETAIL SHEET FOR: a ; oos� zN x 1 STATION NAME: ENC -31 • 2.5" CITY OF ENCINITAS BRASS DISC IN THE HORIZONTAL: AS NOTED DATE: 09 -10 -13 �^ w I IN -N -OUT BURGER RESTAURANT C 1 5 0 m LL z� ; NORTHWEST CORNER OF DRAINAGE BOX ON NORTH MASIH MAHER C42519 GLENN PRUIM C51274 130 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. W z SIDE OF ENCINITAS BOULEVARD AND 700 FEET EAST OF WESTLAKE STREET. VERTICAL: AS NOTED QQ n / //� R.C.E. NO.: 38382 Y iun� �S /7 v�� �� ENGINEERING/P BLIC RKS DIRECTOR �N0 I p tq� 13 APN'S 258 - 112 -24 258 - 112 -23 258 - 112 -22 11600 -G z G N a � � . ELEVATION = 182.995 FEET (NAVD88) MARK S. LAMO RRMX EXP.: 03 -31 -15 p /D /3 DATE DATE ' ' PLANNING CASE NO: 12 -162 MUP /DR /CDP w ° ` J 5 co C) SHEET 15 OF 24 I N JN 12008 -12008 C15wddt11 0 0 ° N m N S s 0 N d 0. d s i EXISTING CORP STOP EXISTING CORP STOP 600mm (24 ") FROM PROPERTY SOFT COPPER DISC FERRULE LINE, EDGE OF PAVEMENT FLARE STYLE FITTING SOFT COPPER DISC OR EDGE OF RIGHT OF WAY OR THREADED CAR FLARE STYLE FITTING OR THREADED CAP i I I \ FLARED CORPORATION STOP COMPRESSION CORPORATION STOP STREET TYP METER BOX TYPICAL SEE NOTE 6 d 7 SIDEWALK TYP PLUG /CAP DETAILS X C�e10 REMOVE VALVE BOX LID IF EXISTING METER BOX SEE AND REPLACE PAVEMENT AS NEEDED 0 a 22gS�F NOTE 6 & 7 PAVEMENT I I REMOVE EXIST G �P CONCRETE RING REMOVE VALVE BOX AND �Q Q�cj REPLACE WITH COMPACTED BACKFILL DISCONNECT SERVICE Q �COO��P S CURB TYP FROM CORPORATION STOP SEE NOTE 2 & 3 DISCONNECT SERVICE S INSTALL PLUG /CAP SEE DETAIL ABOVE CLOSE VALVE INSTALL PLUG /CAP i SEE DETAIL ABOVE EXISTING MAIN CLOSE VALVE SEE NOTE 3 NOTES: 1) REFER TO SECTION 15000 AND 15057 OF THE SPECIFICATIONS N 2) STAMP OR CHISEL A 50mm (2 ") HIGH "W" IN CURB FACE TO IDENTIFY POTABLE WATER SERVICE o 38mn OR 50mm (11/" OR 2 ") 19mm OR 25mm (34' OR 1 ") N SERVICE CONNECTION SERVICE CONNECTION 3) STAMP OR CHISEL A 50mm (2 ") HIGH "RW" IN CURB FACE TO IDENTIFY RECYCLED WATER SERVICE w ° LOCATION .. N 4') METER BOXES ARE NOT TO BE INSTALLED IN DRIVEWAYS, SIDEWALKS OR WITHIN PAVED ROADWAYS 5) MULTIPLE METER BOXES SHALL BE INSTALLED WITH A MINIMUM OF 150mm (6 ") BETWEEN BOXES q NOTES`. 6) METER BOX SHALL BE INSTALLED 225mm (9 ") FROM THE BACK OF BERM, CURB. OR SIDEWALK o 1) REFER TO SECTION 15000 & 15057 OF THE SPECIFICATIONS o TYPICAL. s 2) EXISTING VALVES SHALL BE TURNED TO THE CLOSED POSITION AND F, 7) AN EASEMENT MAY BE NEEDED DEPENDING ON LOCATION OF METER BOX o VALVE BOXES CUT OFF AND REMOVED / d 8) METER BOXES INSTALLED FOR THE USE OF RECYCLED WATER SHALL BE IDENTIFIED AS DESCRIBED ti 3) USE THREADED PLUG TO PLUG SERVICE WITH THREADED CONNECTION IV_ / /"I IN SECTION 15151 OF THE SPECIFICATIONS 4) FOR ABANDONMENT OF EXISTING MAINS SEE WP -03 9) MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST 5) PRIOR DISTRICT APPROVAL REQUIRED LEGEND ON PLANS WATER AGENCIES STANDARDS WATER AGENCIES STANDARDS METER BOX LOCATIONS FOR WATER EXISTING WATER SERVICE ABANDONMENT AND RECYCLED WATER APPURTENANCES COMMITTEE APPROVAL tz/3vz003 COMMITTEE APPROVAL 03/01/2001 x DRAWING NUMBER: WS-03 y DRAWING NUMBER W$— Q 8 �� V\TYF WAER ALIN ADDITIONAL a 600mm (24 ") �l0 BLOCKS WHERE NOTES: (TYP) DIRECTED 1) REFER TO SECTION 03000 OF SPECIFICATIONS a = Q U 2) THRUST BLOCKS AND ANCHOR BLOCKS SHALL BE SIZED BY THE DESIGN ENGINEER IN ACCORDANCE a E g WITH SECTION 5.2 OF THE WATER AGENCIES' STANDARDS DESIGN GUIDELINES (WADG) E ? °o Z 3) THRUST BLOCKS SHALL BE CENTERED ON THE FITTING SO THAT THE BEARING AREA IS EXACTLY ° z i OPPOSITE THE RESULTANT DIRECTION OF THRUST ° 4) CONCRETE SHALL BE PLACED SO THAT FITTINGS AND VALVES WILL BE ACCESSIBLE FOR REPAIRS OR REPLACEMENT) a d WIDTH 5) ALL THRUST AND ANCHOR BLOCKS SHALL BE POURED AGAINST WETTED UNDISTURBED SOIL 6) FOR MINIMUM CONCRETE CURING TIME REFER TO SECTION 03000 OF SPECIFICATIONS J� SECTION BEND TEE PLAN NTS 7) FOR ADDITIONAL THRUST BLOCKS SEE WT -01 (1 OF 3) AND (3 OF 3) PLAN 8) DETAILS SHOWN ON WT -01 (1 OF 2) AND (3 OF 3) ARE SCHEMATIC ONLY. NTS TEE WITH GATE VALVES STREET /GROUND GATE WELL (TYP) - - - - - - SURFACE SEE DRAWINGS WV -01 & WV -02 EDGE OF TRENCH TYPICAL w i BUTTERFLY N VALVE (TYP) O cr a = O y ACTUATOR a + z ACTU R ' ��� �s TYPICAL ° BEARING ` SAND BAGS _..., a 'e w , \ TRFACAB" _ BEARING MASOONRY SUPPOORT CROSS TEE ELEVATION PLAN AREA "A" (TYP; SECTION WITH REDWOOD NTS NTS WEDGES AS REO'D _ = ANCHOR BLOCKS TEE WITH BUTTERFLY VALVES ON MAIN z ~ GATE WELL TYPICAL w ° SEE WV -01 K o 0 m_ 3 m ° N ° 450rrm (18 ") MINIMUM ° INTO NATIVE MATERIAL sa REDUCER VERT BENDS PLAN :a / s` _ O SAND BAGS R° ANCHOR BLOCK ��.� ��. TYPICAL �< CAP /PLUG N WITH #4 REBAR EJ USE SHORT LENGTH \ oWV ti cm as � Nii 's yy o PLAN NTS SECTION NTS m� m TEE WITH BUTTERFLY VALVES _a ° NOTES: I END CAP VERT BENDS ELEVATION 0 s 0 1) BEARING AREA "B" MUST BE EQUAL TO OR GREATER THAN THE AREA REQUIRED FOR A 90° ELBOW QROFESS)O -Underground Service Alert INSTALLATION �� L 4q� as se d 2) INSTALL SAND BAGS AROUND BUTTERFLY VALVE ACTUATOR TO ISOLATE IT FROM CONCRETE ��� Q-F5• AMpL� nyc �eEFORE yoG Call: T011 Free �Y DETAILS SHOWN ARE SCHEMATIC ONLY, REFER TO NOTES ON WT-01 (2 OF 3). v 9 3) BEV'S INSTALLED AT CROSSES OR TEES REQUIRE A FLANGED DUCTILE IRON SPOOL TO BE INSTALLED ti g4 FG , o ° FOR ADDITIONAL THRUST BLOCKS SEE WT -01 (3 OF 3) o� a° BETWEEN THE FITTING AND VALVE IN ACCORDANCE WITH SECTION 15056 OF THE SPECIFICATIONS w x A a op38382 m :N WATER AGENCIES STANDARDS WATER AGENCIES STANDARDS WATER AGENCIES STANDARDS CONCRETE THRUST AND ANCHOR CONCRETE THRUST AND ANCHOR C0 ( TWO WORKING DAYS z 3 COMMITTEE APPROVAL: 11/16/2007 COMMITTEE APPROVAL: 11/15/2007 COMMITTEE APPROVAL /o1 /zooz BEFORE YOU DIG B L O C K I N S T A L L A T I O N S BL O C K I N S T A L L A T I O N S OF CA-F DRAWING NUMBER W T — 0 1(1 of 3) r DRAWING NUMBER W T —0 1(2 OF 3) DRAWING NUMBER W T — 0 1(3 OF 3) 3 DESIGNED BY: DRAWN BY: CHECKED BY: N CHANGE NO. DESCRIPTION APPROV DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL G ENGINEERIN DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT M.S.L. DRAWING N0. _ G.R.H. M.S.L. AS- -� CITY OF ENCINITAS POINT NUMBER 1031 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDS : APP WATER DISTRICT DETAIL SHEET FOR: STATION NAME: EINITAS NI .,,� C 16 2.5" CITY OF ENCINITAS BRASS DISC IN THE HORIZONTAL: AS NOTED DATE: Os -10 -13 IN -N -OUT BURGER RESTAURANT Z NORTHWEST CORNER OF DRAINAGE BOX ON NORTH MASIH MAHER C42519 GLENN PRUIM C51274 130 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. W SIDE OF ENCINITAS BOULEVARD AND 700 FEET VERTICAL: AS NOTED V}� R.C.E. NO.: 38382 t o/ � /' 3 ENGINEERIIN /PPB IC /3 KS DIRECTOR APN S 258 - 112 -24, , 258 - 112 -22 Z / '6 M� / 258- 112 -23 11600 -G EAST OF WESTLA.9 STREET. «� ELEVATION = 1s2ss5 FEET (NAwss) MARK S. LAMO RE X EXP.: 03 -31 -15 DATE DATE7�7 PLANNING CASE N0: 12 -162 MUP /DR /GDP SHEET 16 OF 24 N JN 12008 -12008 016wddtls 100mm (4 ") 225mm (9 ") 10 11 FINISH GRADE FINISH GRADE--,,,,,,, 4CU MINE 11 s e! 7 12 1 4 N 2 3 4 5 4 6 NOTES: 1) REFER TO SECTION 15057 OF THE SPECIFICATIONS 2) INSTALL CORPORATION STOP WITH KEY IN THE SIDE POSITION 3) SET TOP OF METER BOX FLUSH WITH SIDEWALK. CURB OR FINISH GRADE 4) LOCATE METER BOX AS SHOWN ON WS -03 5) INSTALL WARNING /IDENTIFICATION TAPE AS SHOWN ON WP -01 W 50 t2 "' 6) WATER LATERALS INSTALLED FOR THE USE OF RECLAIMED WATER SHALL BE IDENTIFIED AS DESCRIBED IN SECTION 15151 OF THE SPECIFICATIONS RW 50MM (2 ") 7) CONNECTIONS TO STEEL MAINS SHALL BE IN ACCORDANCE WITH SECTION 15061 8) MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST LEGEND ON PLANS IM NO SIZE AND DESCRIPTION IM NO NO SIZE AND DESCRIPTION 1 SIZE x 50mm (2 ") SERVICE SADDLE 8 50M (2 ") BRONZE ANGLE METER STOP WITH LOCKWING 2 WATER MAIN 3 50MM (2 ") BRONZE CORPORATION STOP 9 TRACER WIRE (AS REQUIRED). SEE WP -01 4 50mm (2 ") x REQUIRED LENGTH COPPER 10 WATER METER FURNISHED AND INSTALLED PIPE TYPE "K" SOFT /RIGID BY THE WATER AGENCY OF JURISDICTION 5 50mm (2 ") BRONZE COMPRESSION COUPLING 11 METER BOX WITH LID, COPPER TO COPPER (1F REQUIRED) 425mm x 750mm (17 "x 30 ") 6 50mm (2 ") 900 BRONZE COMPRESSION ELL 12 CUSTOMER SHUT -OFF VALVE (LOCKABLE) 7 1Omm I3g ") ROCK, 100m x 150mn (4" TO 6 ") DEEP WATER AGENCIES STANDARDS 50mm ( 2" ) WATER SERVICE INSTALLATION COMMITTEE APPROVAL: 12/31/2003 DRAWING NUMBER WS-02 i EXISTING CORP STOP EXISTING CORP STOP 600mm (24 ") FROM PROPERTY SOFT COPPER DISC FERRULE LINE, EDGE OF PAVEMENT FLARE STYLE FITTING SOFT COPPER DISC OR EDGE OF RIGHT OF WAY OR THREADED CAR FLARE STYLE FITTING OR THREADED CAP i I I \ FLARED CORPORATION STOP COMPRESSION CORPORATION STOP STREET TYP METER BOX TYPICAL SEE NOTE 6 d 7 SIDEWALK TYP PLUG /CAP DETAILS X C�e10 REMOVE VALVE BOX LID IF EXISTING METER BOX SEE AND REPLACE PAVEMENT AS NEEDED 0 a 22gS�F NOTE 6 & 7 PAVEMENT I I REMOVE EXIST G �P CONCRETE RING REMOVE VALVE BOX AND �Q Q�cj REPLACE WITH COMPACTED BACKFILL DISCONNECT SERVICE Q �COO��P S CURB TYP FROM CORPORATION STOP SEE NOTE 2 & 3 DISCONNECT SERVICE S INSTALL PLUG /CAP SEE DETAIL ABOVE CLOSE VALVE INSTALL PLUG /CAP i SEE DETAIL ABOVE EXISTING MAIN CLOSE VALVE SEE NOTE 3 NOTES: 1) REFER TO SECTION 15000 AND 15057 OF THE SPECIFICATIONS N 2) STAMP OR CHISEL A 50mm (2 ") HIGH "W" IN CURB FACE TO IDENTIFY POTABLE WATER SERVICE o 38mn OR 50mm (11/" OR 2 ") 19mm OR 25mm (34' OR 1 ") N SERVICE CONNECTION SERVICE CONNECTION 3) STAMP OR CHISEL A 50mm (2 ") HIGH "RW" IN CURB FACE TO IDENTIFY RECYCLED WATER SERVICE w ° LOCATION .. N 4') METER BOXES ARE NOT TO BE INSTALLED IN DRIVEWAYS, SIDEWALKS OR WITHIN PAVED ROADWAYS 5) MULTIPLE METER BOXES SHALL BE INSTALLED WITH A MINIMUM OF 150mm (6 ") BETWEEN BOXES q NOTES`. 6) METER BOX SHALL BE INSTALLED 225mm (9 ") FROM THE BACK OF BERM, CURB. OR SIDEWALK o 1) REFER TO SECTION 15000 & 15057 OF THE SPECIFICATIONS o TYPICAL. s 2) EXISTING VALVES SHALL BE TURNED TO THE CLOSED POSITION AND F, 7) AN EASEMENT MAY BE NEEDED DEPENDING ON LOCATION OF METER BOX o VALVE BOXES CUT OFF AND REMOVED / d 8) METER BOXES INSTALLED FOR THE USE OF RECYCLED WATER SHALL BE IDENTIFIED AS DESCRIBED ti 3) USE THREADED PLUG TO PLUG SERVICE WITH THREADED CONNECTION IV_ / /"I IN SECTION 15151 OF THE SPECIFICATIONS 4) FOR ABANDONMENT OF EXISTING MAINS SEE WP -03 9) MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST 5) PRIOR DISTRICT APPROVAL REQUIRED LEGEND ON PLANS WATER AGENCIES STANDARDS WATER AGENCIES STANDARDS METER BOX LOCATIONS FOR WATER EXISTING WATER SERVICE ABANDONMENT AND RECYCLED WATER APPURTENANCES COMMITTEE APPROVAL tz/3vz003 COMMITTEE APPROVAL 03/01/2001 x DRAWING NUMBER: WS-03 y DRAWING NUMBER W$— Q 8 �� V\TYF WAER ALIN ADDITIONAL a 600mm (24 ") �l0 BLOCKS WHERE NOTES: (TYP) DIRECTED 1) REFER TO SECTION 03000 OF SPECIFICATIONS a = Q U 2) THRUST BLOCKS AND ANCHOR BLOCKS SHALL BE SIZED BY THE DESIGN ENGINEER IN ACCORDANCE a E g WITH SECTION 5.2 OF THE WATER AGENCIES' STANDARDS DESIGN GUIDELINES (WADG) E ? °o Z 3) THRUST BLOCKS SHALL BE CENTERED ON THE FITTING SO THAT THE BEARING AREA IS EXACTLY ° z i OPPOSITE THE RESULTANT DIRECTION OF THRUST ° 4) CONCRETE SHALL BE PLACED SO THAT FITTINGS AND VALVES WILL BE ACCESSIBLE FOR REPAIRS OR REPLACEMENT) a d WIDTH 5) ALL THRUST AND ANCHOR BLOCKS SHALL BE POURED AGAINST WETTED UNDISTURBED SOIL 6) FOR MINIMUM CONCRETE CURING TIME REFER TO SECTION 03000 OF SPECIFICATIONS J� SECTION BEND TEE PLAN NTS 7) FOR ADDITIONAL THRUST BLOCKS SEE WT -01 (1 OF 3) AND (3 OF 3) PLAN 8) DETAILS SHOWN ON WT -01 (1 OF 2) AND (3 OF 3) ARE SCHEMATIC ONLY. NTS TEE WITH GATE VALVES STREET /GROUND GATE WELL (TYP) - - - - - - SURFACE SEE DRAWINGS WV -01 & WV -02 EDGE OF TRENCH TYPICAL w i BUTTERFLY N VALVE (TYP) O cr a = O y ACTUATOR a + z ACTU R ' ��� �s TYPICAL ° BEARING ` SAND BAGS _..., a 'e w , \ TRFACAB" _ BEARING MASOONRY SUPPOORT CROSS TEE ELEVATION PLAN AREA "A" (TYP; SECTION WITH REDWOOD NTS NTS WEDGES AS REO'D _ = ANCHOR BLOCKS TEE WITH BUTTERFLY VALVES ON MAIN z ~ GATE WELL TYPICAL w ° SEE WV -01 K o 0 m_ 3 m ° N ° 450rrm (18 ") MINIMUM ° INTO NATIVE MATERIAL sa REDUCER VERT BENDS PLAN :a / s` _ O SAND BAGS R° ANCHOR BLOCK ��.� ��. TYPICAL �< CAP /PLUG N WITH #4 REBAR EJ USE SHORT LENGTH \ oWV ti cm as � Nii 's yy o PLAN NTS SECTION NTS m� m TEE WITH BUTTERFLY VALVES _a ° NOTES: I END CAP VERT BENDS ELEVATION 0 s 0 1) BEARING AREA "B" MUST BE EQUAL TO OR GREATER THAN THE AREA REQUIRED FOR A 90° ELBOW QROFESS)O -Underground Service Alert INSTALLATION �� L 4q� as se d 2) INSTALL SAND BAGS AROUND BUTTERFLY VALVE ACTUATOR TO ISOLATE IT FROM CONCRETE ��� Q-F5• AMpL� nyc �eEFORE yoG Call: T011 Free �Y DETAILS SHOWN ARE SCHEMATIC ONLY, REFER TO NOTES ON WT-01 (2 OF 3). v 9 3) BEV'S INSTALLED AT CROSSES OR TEES REQUIRE A FLANGED DUCTILE IRON SPOOL TO BE INSTALLED ti g4 FG , o ° FOR ADDITIONAL THRUST BLOCKS SEE WT -01 (3 OF 3) o� a° BETWEEN THE FITTING AND VALVE IN ACCORDANCE WITH SECTION 15056 OF THE SPECIFICATIONS w x A a op38382 m :N WATER AGENCIES STANDARDS WATER AGENCIES STANDARDS WATER AGENCIES STANDARDS CONCRETE THRUST AND ANCHOR CONCRETE THRUST AND ANCHOR C0 ( TWO WORKING DAYS z 3 COMMITTEE APPROVAL: 11/16/2007 COMMITTEE APPROVAL: 11/15/2007 COMMITTEE APPROVAL /o1 /zooz BEFORE YOU DIG B L O C K I N S T A L L A T I O N S BL O C K I N S T A L L A T I O N S OF CA-F DRAWING NUMBER W T — 0 1(1 of 3) r DRAWING NUMBER W T —0 1(2 OF 3) DRAWING NUMBER W T — 0 1(3 OF 3) 3 DESIGNED BY: DRAWN BY: CHECKED BY: N CHANGE NO. DESCRIPTION APPROV DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL G ENGINEERIN DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT M.S.L. DRAWING N0. _ G.R.H. M.S.L. AS- -� CITY OF ENCINITAS POINT NUMBER 1031 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDS : APP WATER DISTRICT DETAIL SHEET FOR: STATION NAME: EINITAS NI .,,� C 16 2.5" CITY OF ENCINITAS BRASS DISC IN THE HORIZONTAL: AS NOTED DATE: Os -10 -13 IN -N -OUT BURGER RESTAURANT Z NORTHWEST CORNER OF DRAINAGE BOX ON NORTH MASIH MAHER C42519 GLENN PRUIM C51274 130 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. W SIDE OF ENCINITAS BOULEVARD AND 700 FEET VERTICAL: AS NOTED V}� R.C.E. NO.: 38382 t o/ � /' 3 ENGINEERIIN /PPB IC /3 KS DIRECTOR APN S 258 - 112 -24, , 258 - 112 -22 Z / '6 M� / 258- 112 -23 11600 -G EAST OF WESTLA.9 STREET. «� ELEVATION = 1s2ss5 FEET (NAwss) MARK S. LAMO RE X EXP.: 03 -31 -15 DATE DATE7�7 PLANNING CASE N0: 12 -162 MUP /DR /GDP SHEET 16 OF 24 N JN 12008 -12008 016wddtls 0 0 N 0 0 N i 0 v 9 3 N a a 50mm (2 ") MINIMUM FINISH 50mm (2 ") MINIMUM 1 FINISH OF AC PAVEMENT 1 GRADE OF AC PAVEMENT GRADE Z x z x VALVES (NCV) PURPLE / / ' N N VALVES & AIR VALVES YELLOW POTABLE WATER VALVES: LINE 00 /� 3 00 /� 3 WHITE / WHITE GREEN VALVES ( NCV ) RESILIENT WEDGE GATE VALVES BUTTERFLY VALVES 4.8mm (3ha "1TYP w J N - q 4 SET GATE WELL ON VALVE BONNET * 5 a 5 7 b SET GATE WELL v � 1 * ON VALVE w OPERATOR 8 GATE WELL (GATE VALVES) GATE WELL (BUTTERFLY VALVES) WATER MAIN F OF CAQ\ STREET NOTES: -- - -� - -- 1) REFER TO SECTION 15000 OF THE SPECIFICATIONS 2) VALVES DEEPER THAN 1.5m (5') REQUIRE A VALVE i o a BFV TYPICAL STEM EXTENSION SEE NOTE 5 & 6 3 ) EXTENSION STEMS SHALL NOT BE ATTACHED /BOLTED BFV OPERATOR POSITION TO OPERATING NUT 4) GATE WELL AND LID SHALL BE SET SO THAT NO MORE THAN TWO 25MT (1 ") > ADJUSTMENT RINGS ARE USED CHANGE N0. 5) BFV OPERATORS TO BE LOCATED TO THE CURBLINE SIDE OF WATER MAIN DATE 6) BFV'S INSTALLED AT CROSSES OR TEES REQUIRE A FLANGED DUCTILE IRON SPOOL TO BE INSTALLED BETWEEN THE FITTING AND VALVE IN ACCORDANCE HS WITH SECTION 15056 OF THE SPECIFICATIONS CHECKED BY: —&— 7) GATE WELLS AND LIDS SHALL BE IDENTIFIED AS DESCRIBED ON WV -03 ITS 8) FOR INLINE VALVE ANCHOR'BLOCK INSTALLATION SEE WT -02 i3 9) MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST LEGEND ON PLANS SIZE AND DESCRIPTION `NOM SIZE AND DESCRIPTION NO PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP WATER DISTRICT DETAIL SHEET FOR: 1 200mm (8 ") GATE WELL 2 -PIECE MACHINED 5 200mm (8 ") PVC CL200, C -900 PIPE x FRAME AND LID SEE NOTE 7 REQUIRED LENGTH GATE WELL SEE NOTE 7 2 150mm (6 ") HIGH x 150m (6 ") WIDE 6 RESILIENT WEDGE GATE VALVE ASPHALT CONCRETE RING 7 WATER MAIN 3 CAULDER COUPLING 8 BUTTERFLY VALVE 4 VALVE STEM EXTENSION SEE NOTES 2 & 3 NORTHWEST CORNER OF DRAINAGE BOX ON NORTH MASIH MAHER C42519 GLENN PRUIM 051274 WATER AGENCIES STANDARDS GATE WELL INSTALLATION, TYPE 2 COMMITTEE APPROVAL 1110112002 FOR VALVES 100mm (4 ") AND LARGER DRAWING NUMBER WV -02 SIDE OF ENCINITAS BOULEVARD AND 700 FEET COLOR GATE WELL LIDS USED FOR: RED NORMALLY CLOSED SYSTEM GATE WELL AND LIDS USED FOR: VALVES (NCV) PURPLE RECYCLED WATER VALVES: LINE 25mm (1 ") STEEL ROUND STOCK LENGTH AS REQUIRED VALVES & AIR VALVES YELLOW POTABLE WATER VALVES: LINE VALVES, FIRE SERVICES. & AIR VALVES WHITE FIRE HYDRANTS I 16mm (5,8, ) 57mm (21,4') E E 4.8mm ( 3,16" ) TYP 57mm (2',4" ) �V E; TT o � 4.8mm (3,16 ")TYP o 6.3mm x 94nn ( 4 x 334 1_(1) GATE WELL LIDS GATE WELL LID COLORS STEEL DISC, FLAT SEE NOTE 2 BELOW SEE NOTE 5 BELOW STOCK LOOSE SECTION „A TOP EXTENTION SLOT. � 6.3mm x 50mm ('14' x 2 ") DISC SEE NOTE 2 FLAT STACK WELDED o w I N I PAINTED IDENTIFICATION MARKING 38mm x 64mm x 64 mm V E y e SEE NOTE 4 BELOW FLAT STOCK2 WELDED TO ° SECTION "B" o BOTTOM OF EXTENSION BOTTOM VALVE SLOT. = -- SEE NOTE 2 64mm (2y, 4 NOTES: 48mm ( 1 7,8" ) !" 1) REFER TO SECTION 15000 OF THE SPECIFICATIONS =v 2) GATE WELL LIDS SHALL BE CAST WITH THE "AGENCY NAME" AND THE WORD "WATER" FOR USE WITH �m POTABLE WATER SYSTEMS AND "RECYCLED" FOR USE WITH RECYCLED WATER SYSTEMS. LIDS SHALL INCLUDE A LIFTING SLOT d a� 3) PVC GATE WELLS SHALL BE MANUFACTURED IN WHITE OR BLUE FOR USE WITH POTABLE WATER, AND A NOTES: yy PURPLE FOR USE WITH RECYCLED WATER Y 1) REFER TO SECTION 15000 OF THE SPECIFICATIONS s`F 4) THE INSIDE PORTIONS OF THE GATE WELL LID AND PVC GATE WELL SHALL BE IDENTIFIED WITH A m 2) VALVE STEM TO BE ASSEMBLED WITH TOP EXTENTION SLOT AND BOTTOM VALVE SLOT IN THE SAME Sz PAINTED IDENTIFICATION MARKING. ALIGNMENT TO REFLECT THE OPEN OR CLOSED STATUS OF THE VALVE WHEN INSTALLED. IDENTIFICATION MARKINGS SHALL BE OF THE COLORS SHOWN ABOVE ° 3) EXTENSION STEMS SHALL BE ROUND STEEL TUBING OF SOLID DESIGN (NO PINNED COUPLINGS Z 5) THE TOP EXTERIOR PORTION OF GATE WELL LIDS SHALL BE PAINTED WITH COLORS TO IDENTIFY PERMITTED) a` THE USE OF THE VALVE INSTALLED, AS SHOWN ABOVE a 4) ALL VALVES 50mm (2 ") AND SMALLER REQUIRING THE INSTALLATION OF A GATE WELL REQUIRE A 6) INSTALLATION FOR THE USE OF RECYCLED WATER SHALL BE IDENTIFIED AS DESCRIBED IN SECTION VALVE STEM EXTENSION, REGARDLESS OF DEPTH 3 F„ 15151 OF THE SPECS AND AS NOTED ABOVE vY 5) EXTENSION STEMS SHALL NOT BE ATTACHED /BOLTED TO OPERATING NUT OF THE VALVE H: 7) MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST, 6) REFER TO WV -04 FOR VALVE STEM EXTENSIONS FOR VALVES LARGER THAN 50mm (2 ") <s 'WATER AGENCIES STANDARDS STEEL VALVE STEM EXTENS ION [WATER AGENCIES STANDARDS GATE WELL I DENT I F I CAT I ON COMMITTEE APPROVAL t t /16/2007 <� FOR VALVES SOmm ( 2" ) AND SMALLER MITTEE APPROVA4 ov3o/2o07 DRAWING NUMBER' W �/ —O 3 so WING NUMBER: W V — O 5 <m COLOR GATE WELL AND LIDS USED FOR: 25mm (1 ") STEEL ROUND STOCK LENGTH AS REQUIRED z /0 /V rUnderground Service Alert RED NORMALLY CLOSED SYSTEM WHITE GREEN VALVES ( NCV ) RESILIENT WEDGE GATE VALVES BUTTERFLY VALVES 4.8mm (3ha "1TYP w J N - ^ � o u PAINTED IDENTIFICATION MARKING 38mm x 64mm x 64 mm V E y e SEE NOTE 4 BELOW FLAT STOCK2 WELDED TO ° SECTION "B" o BOTTOM OF EXTENSION BOTTOM VALVE SLOT. = -- SEE NOTE 2 64mm (2y, 4 NOTES: 48mm ( 1 7,8" ) !" 1) REFER TO SECTION 15000 OF THE SPECIFICATIONS =v 2) GATE WELL LIDS SHALL BE CAST WITH THE "AGENCY NAME" AND THE WORD "WATER" FOR USE WITH �m POTABLE WATER SYSTEMS AND "RECYCLED" FOR USE WITH RECYCLED WATER SYSTEMS. LIDS SHALL INCLUDE A LIFTING SLOT d a� 3) PVC GATE WELLS SHALL BE MANUFACTURED IN WHITE OR BLUE FOR USE WITH POTABLE WATER, AND A NOTES: yy PURPLE FOR USE WITH RECYCLED WATER Y 1) REFER TO SECTION 15000 OF THE SPECIFICATIONS s`F 4) THE INSIDE PORTIONS OF THE GATE WELL LID AND PVC GATE WELL SHALL BE IDENTIFIED WITH A m 2) VALVE STEM TO BE ASSEMBLED WITH TOP EXTENTION SLOT AND BOTTOM VALVE SLOT IN THE SAME Sz PAINTED IDENTIFICATION MARKING. ALIGNMENT TO REFLECT THE OPEN OR CLOSED STATUS OF THE VALVE WHEN INSTALLED. IDENTIFICATION MARKINGS SHALL BE OF THE COLORS SHOWN ABOVE ° 3) EXTENSION STEMS SHALL BE ROUND STEEL TUBING OF SOLID DESIGN (NO PINNED COUPLINGS Z 5) THE TOP EXTERIOR PORTION OF GATE WELL LIDS SHALL BE PAINTED WITH COLORS TO IDENTIFY PERMITTED) a` THE USE OF THE VALVE INSTALLED, AS SHOWN ABOVE a 4) ALL VALVES 50mm (2 ") AND SMALLER REQUIRING THE INSTALLATION OF A GATE WELL REQUIRE A 6) INSTALLATION FOR THE USE OF RECYCLED WATER SHALL BE IDENTIFIED AS DESCRIBED IN SECTION VALVE STEM EXTENSION, REGARDLESS OF DEPTH 3 F„ 15151 OF THE SPECS AND AS NOTED ABOVE vY 5) EXTENSION STEMS SHALL NOT BE ATTACHED /BOLTED TO OPERATING NUT OF THE VALVE H: 7) MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST, 6) REFER TO WV -04 FOR VALVE STEM EXTENSIONS FOR VALVES LARGER THAN 50mm (2 ") <s 'WATER AGENCIES STANDARDS STEEL VALVE STEM EXTENS ION [WATER AGENCIES STANDARDS GATE WELL I DENT I F I CAT I ON COMMITTEE APPROVAL t t /16/2007 <� FOR VALVES SOmm ( 2" ) AND SMALLER MITTEE APPROVA4 ov3o/2o07 DRAWING NUMBER' W �/ —O 3 so WING NUMBER: W V — O 5 <m v� /0 /V rUnderground Service Alert �oQEtOFESS S. L AMOG��Fyc BEFORE ,oGO Call: Toll Free y � up c X m No. 38382 m 1 a 1 * 3 w / \� 11 TWO WORKING DAYS "9T BEFORE YOU DIG = 0 z F OF CAQ\ O a o a � Q U Z > CHANGE N0. DESCRIPTION PP VE DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. a ^ a z z M.S.L. G.R.H. M.S.L. A l ^� CITY OF ENCINITAS POINT NUMBER 1031 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP WATER DISTRICT DETAIL SHEET FOR: ?U z STATION NAME: ENC -31. 2.5" CITY OF ENCINITAS BRASS DISC IN THE HORIZONTAL: AS NOTED DATE: 09 -10 -13 IN -N -OUT BURGER RESTAURANT < Z� NORTHWEST CORNER OF DRAINAGE BOX ON NORTH MASIH MAHER C42519 GLENN PRUIM 051274 130 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. W ° m SIDE OF ENCINITAS BOULEVARD AND 700 FEET VERTICAL: AS NOTED Q n R.C.E. NO.: 38382 ENGINE RING UBLIC WORKS DIRECTOR � 11600 -G z Q CO EAST OF WESTLAKE STREET. acA� �S �� �wuO r 10 /q I 6//0 3 APN S 258 - 112 -24, 258 - 112 -23, 258 - 112 -22 . d ELEVATION = 182.995 FEET (NAVD88) MARK S. LAMO X EXP.: 03 -31 -15 DATE DATE PLANNING CASE NO: 12 -162 MUP /DR /CDP W a W o SHEET 17 OF 24 vm � CO JN 12008 -12008 C17wddtls s m 3 T c7 a N N JN 12008 -12008 C18xaec � � EAST R PROPOSED IN -N -OUT BURGERS CALLE MAGDALENA RESTAURANT DEVELOPMENT 1 I I - I 45 i 40 _ - � i 1 35 82 NEW ANT 30 ! - - -- - -- - -- - -- - BUILDING - -- - - -- - 0 1 25 11' 5' 11' 94' 18' 8' 9' 24' 22 25 5' NEW DRIVE- NEW NEW TWO -WAY NEW TWO -WAY NEW NEW ACCESS NEW CONC. NEW CONCRETE NEW ACCESSIBLE NEW THRU LANE PLANTER DRIVING AISLE DRIVING AISLE PARKING SPACES RAMP PATIO PATIO WALK PUBLIC 20 AREA -- - - - -- -- - - - - - -- - - - - -_. ._ - - - -__— - - ._ -__.__ ..__ ___.._ _ -_ -- -- __--- - - - - -- SIDEWALK--- - - - -20 I 15 -- - -__- EXISTING _ -_ ___._. -- '11L FF =13.75 -. -- - -._.. _---- ---- 2.0� - -- - - i 4 GROUND--------------- -._ 3.69 I IIII -_ ' I�{u--- - 1.67 �J EX ._-------- - - - - -- - — i+---- —IIL m — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - -- ��, — — — — — — __ lulu° lu GRADE m 0 2? - _ m_lu —.. -- ------ — _.._ -- - - -- -- mui° _ -- - -- _._ ..___ -_ - III EXISTING GROUND 0 I�IITIn m =m ITI MIX v z ro O SECTION A -A' FROM SHEET 05 w SCALE: HORIZ.: 1 " =10' VERT.: 1 " =10' NORTH R SOUTH R OGGI'S PIZZA PROPOSED IN -N -OUT BURGERS PARKING LOT RESTAURANT DEVELOPMENT PROPOSED IN -N -OUT BURGERS PUBLIC WORKS RESTAURANT DEVELOPMENT BUILDING _ 1 1 1 50 45 - 1 40 -- - - -- --- -- --- --- -- -._ -- ____ -- _. _- _.1_- �0 1 35 III - -._. ___. .__ -_- -- -_ - - - - -.. _. _... - - 45' NEW RESTAURANT 0 BUILDING 1 1 t' 18' IV 11' 11.3' NEW TWO -WAY DRIVING AISLE NEW PARKING SPACES NEW CONIC NEW DRIVE -THRU PATIO LANE 1 1, - .- .-------- - - - - -- - - -- - -1_6 %- FF =13.75 2.29 10.0% - - -1 JOIN - -- 4.2% EX 4.29 _ -4- - - - lul�i° GRADE �EXISUNG EX. GROUND 10 - — ur�u nl =w c�STING - GROUND GROUND 5 SECTION B -B' FROM SHEET C5 SCALE: HORIZ.: 1 " =10' VERT.: 1 " =10' QROFESS /qt Underground Service Alert �a S, LgyOG �F2 OEFORE roG Call: Toll Free p.Y o o x m 0 5 10 20 30 81 1 w cc No. 38382 A REFER TO SHEET C2 FOR EXCEPTIONS TO COVERAGE, GRAPHIC SCALE TWO WORKING DAYS I\- 9TF SCALE: 1 " =10' BEFORE YOU DIG EASEMENTS LOCATED OUTSIDE OF PROPERTY LINES AND O�� OF PROPOSED EASEMENTS WHICH ARE SHOWN AS NUMBERS REFER TO SITE PLAN SHEET C9 FOR THE EXISTING AND LETTERS INSIDE DIAMONDS HEREON. AND SHRUB LEGEND AND THE PARTIAL LEGEND. TREE CA0 CHANGE ND. DESCRIPTION APPROVE DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BYi DRAWN BY CHECKED BY ENGINEERING APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. M.S.L. G.R.H. MsL .DEPART - OIKI I3'1 CITY OF ENCINITAS POINT NUMBER 1031 STATION NAME: ENC -31. 2.5" CITY OF ENCINITAS BRASS DISC IN THE HORIZONTAL, AS NOTED PLANS PREPARED UNDER SUPERVISI ❑N OF DATE 09- 10 -13� REC❑MMEN APP - SITE CROSS SECTIONS FOR: IN -N -OUT BURGER RESTAURANT NORTHWEST CORNER OF DRAINAGE BOX ON NORTH MASIH MAH R C42519 GLENN PRUIM C51274 130 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. SIDE OF ENCINITAS BOULEVARD AND 700 FEET EAST OF WESTLAKE STREET. VERTICALS AS NOTED R,C,E: NO.: 38382 d� (3 ENGINEERINGCYPUBLIC zO WORKS DIRECT /o o l/3 O APN'S 258 - 112 -24, 258 - 112 -23, 258 - 112 -22 6OO -� ELEVATION = 182.995 FEET (NAVD88) MA IRK S. LAMO E X EXP:1 03 -31 -15 DATE DATE f ��— PLANNING CASE NO: — MUP /DR /CDP SHEET 18 CIF 24 3 T c7 a N N JN 12008 -12008 C18xaec � � IRRIGATION NOTES i A / 1. ALL DIMENSIONS & CONDITIONS SHALL BE VERIFIED BY THE - ` 1 - C� `) _CT� ZZ1 PROPOSED FUTURE LOCATION CONTRACTOR ON THE JOB SITE. `i ED 3 YJ, - - - -_= _._ OF RECYCLED WATER SIGN 2. ANY DISCREPANCIES OR OMISSIONS SHALL BE BROUGHT TO THE _11M ! "B ' . I -_ -4 LANDSCAPE ARCHITECTS ATTENTION PRIOR TO WORK. (! 3. THE IRRIGATION PLAN IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR PLAN CLARIFICATION - �P ONLY AND SHALL BE INSTALLED WITHIN PLANTING AREAS WHEREVER POSSIBLE. p = G0� 4. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD I THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST I I - -- - i AND SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT �, I I m® PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR REVISIONS NECESSARY. GP 2 I 5. THE IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 1p 6. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO j n GP FAMILIARIZE HIMSELF WITH ALL'GRADE DIFFERENCES, SLOPES, J ` J LOCATION OF WALLS, RETAINING WALLS, CURBS, ETC. HE SHALL c7� F {' l CPI 1 -_ -__ -- - tp COORDINATE ALL HIS WORK WITH THE GENERAL CONTRACTOR I it I, AND OTHER SUB - CONTRACTORS FOR LOCATION OF PIPE SLEEVES \\ l -) - i 00 THROUGH WALLS AND FOOTINGS, UNDER ROADS, PAVING AND \ V ! It ! i i RCN_- -- - .. -i STRUCTURES. II 1 - 00 , 7. MAINLINE PIPING BETWEEN THE POINT OF CONNECTION, METER j- }-1j 0 AND BACKFLOW PREVENTER TO BE OF MATERIAL AS REQUIRED BY GOVERNING WATER DISTRICT. I jl i �` ffw- -, -__- ;N ' 8. FINAL LOCATION OF THE AUTOMATIC CONTROLLER ENCLOSURE \\ I !1} AND THE BACKFLOW PREVENTION DEVICE SHALL BE APPROVED1i IF BY THE OWNER'S REPRESENTATIVE, AND /OR LANDSCAPE t it ARCHITECT, WHERE APPLICABLE. L 1 9. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST \�i ALL HEADS FOR MAXIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, STREETS, AND BUILDINGS. THIS SHALL \ INCLUDE SELECTING THE BEST NOZZLE RADIUS TO FIT UNUSUAL SITE CONDITIONS AT NO EXTRA COST TO THE OWNER. CALL THE % 1 LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE FOR ANY \\\ COVERAGE TESTS. 10. IRRIGATION CONTRACTOR SHALL ADJUST MAINLINE DEPTH AS REQUIRED TO ACCOMMODATE 3" MIN. CLEARANCE FROM TOP OF - QUICK COUPLER VALVE, & 6" CLEARANCE FOR GATE VALVE, AND \ t I REMOTE CONTROL VALVE TO BOTTOM OF VALVE BOX LID. t i �� 'i j If G� VALVE CALLOUT �° �� F VALVE SEQUENCE VALVE SIZE . GALLONS PER MINUTE SCH 40 PVC SLEEVING CHART 1 1/4" SLEEVE 1 -8 WIRES 1/2" PIF 1 1/2" SLEEVE 9 -16 WIRES 3/4" PIF 2" SLEEVE 17 -26 WIRES 1" PIF 2 1/2" SLEEVE 27 -38 WIRES 1 1/4" PIF 3" SLEEVE 39 -54 WIRES 1 1/2" PIF 4" SLEEVE 55 -100 WIRES 2" PIF 6" SLEEVE 100+ WIRES 3" PIF 8" SLEEVE N/A 4" PI 12" SLEEVE N/A 6" PI RECYCLED WATER NOTE: REFER TO SHEET LID.2 FOR RECYCLED WATER NOTES. PRECONSTRUCTION CONTACT CONTRACTOR SHALL CONTACT LOCAL NETAFIM REPRESENTATIVE FOR ONSITE MEETING/ COORDINATION BEFORE THE START OF CONSTRUCTION. O I� 31 / \\ 1h REMOTE CONTROL VALVE SIZING CHART FEB SERIES PIPE SIZE GPM VALVE SIZE 0 -19 1" 20 -39 11/2" 40 -100 2" 30 -50 2" RLC." 50 -70 2112" WV o I C a 4- ll II. cP ePII� .G ° GP III GP------ GPGP° �Ii�11 314" 314" I ! i i - - -- - - - -- \ `''L 3/4 i A -9 A 8 A -3 A 2 A -1 1 1" A -4 7 1" 9 1" 8 1" 5 1" 18 1" 9 1 - 314" 1 1" Q `a_ 1/4" - - -V FERT _ -_ 314" 314' F -� p314 - - - -- Lei ' - -- - II Lj \i I II 314" F' r ! ! PROPOSED FUTURE LOCATION OF RECYCLED WATER SIGN - -- -- CHECK VALVE NOTE: i -'- CONTRACTOR SHALL INSTALL LINE SIZE CHECK I A -11 A 12 A 6 VALVES IF NEEDED TO INSURE NO RUN OFF. / J ?, sr 17 1" 7 1" 6 1" F U� 1 314'1 1 I I III] 3 1" l . 'A. \' I I •III i i 1 1 "ODNJt3 ®QR � -- - IT IS THE INTENT OF THIS DESIGN THAT THE IRRIGATION SYSTEM BE INSTALLED AS A RECYCLED WATER SYSTEM. contractor SHALL FOLLOW ALL LOCAL AND STATE REGULATIONS INCLUDING BUT NOT LIMITED TO PURPLE PIPE, BOXES, COMPONENTS WHEN AVAILABLE AND SIGNAGE BE POSTED. SLEEVING NOTE: CONTRACTOR TO SLEEVE ALL MAINLINES, LATERALS AND CONTROLLER WIRES, UNDER ANY HARDSCAPE. Underground Service Alert Call: Toll Free 811 ± BEFOK YM W CHANGE NO. DESCRIPTION eC. Ia. "..-� I X\ I 1 ' \ �\ \.\� \ .� • \.. i i .L.��_ )i i i i I WATER FEED TO � \/ 3140 BUILDING / III i t \.•:`L _._- I!'iiii!i { �t - -- � / \ 1 1 1 1! - - 147. -- - it m I dr �.k.`�.\' \\ � _ LJ � 314' --- .... --__._ " lntcgratcd D n esig rou L -- LANDSCAPE.AKCHITECTUKE_ - PLANNING i 3o8 MONTE V15TA AVE, SUITE #6 (APLAND, CALIPOKNIA 91786 Telephone 9O9. 51,+6.6+00 - racsimile 51,357. 9 +6.6 +66 iJg50eartk1inL.net DATE BENCHMARK SCALE I' 17 CITY OF ENCINITAS POINT NUMBER 1031 STATION NAME: ENC -31. 2.5" CITY OF ENCINITAS BRASS DISC IN THE SCALEL: AS NOTED NORTHWEST CORNER OF DRAINAGE BOX ON NORTH SIDE OF ENCINITAS BOULEVARD AND 700 FEET EAST OF WESTLAKE STREET. ELEVATION = 182.995 FEET (NAVD88) SPECIAL DISTRICT APPROVAL II II II 1114- FSI WI l� LATERAL LINE SIZING CHART - SCH. 40 GPM PIPE SIZE 5 -8 3/4" 9 -12 1" 13 -22 11/4" 23 -30 11/2" 30 -50 2" RLC." 50 -70 2112" WV 70 -110 3" 110 -190 4" GV SPa If! I III L�_ I �II f Q ji ` C) I' I <r itj IIi s j! I III --- j! (3 REC. WV i `AiV I Eg IRRIGATION LEGEND SYMBOL MANUF. MODEL DEGREES TYPE GPM PSI RADIUS DTL. REF. O RAINBIRD RWS- B- C- 1402 -P 360 T. BUBBLER 0.5 30 N/A A - SHEET LIDA 0 RAINBIRD RD- 06- S- P30- F -N -5Q 90 POP -UP 0.10 30 2' -5' G - SHEET LID.2 o RAINBIRD RD- 06- S- P30- F -N -5H 180 POP -UP 0.20 30 2' -5' G - SHEET LID.2 O RAINBIRD RD- 06- S- P30- F -N -8Q 90 POP -UP 0.26 30 6' -8' G - SHEET LID.2 e) RAINBIRD RD- 06- S- P30- F -N -8T 120 POP -UP 0.35 30 6'-8' G - SHEET LID.2 O RAINBIRD RD- 06- S- P30- F -N -8H 180 POP -UP 0.52 30 6'-8' G - SHEET LID.2 ❑ RAINBIRD RD- 06- S- P30- F -N -10Q 90 POP -UP 0.39 30 8' -10' G - SHEET LID.2 15 RAINBIRD RD -06- S- P30- F -N -10H 180 POP -UP 0.79 30 8' -10' G - SHEET LID.2 C5 RAINBIRD RD- 06- S- P30- F -N -12Q 90 POP -UP 0.65 30 10' -12' G - SHEET LID.2 O RAINBIRD RD- 06- S- P30- F -N -12H 180 POP -UP 1.30 30 10' -12' G - SHEET LID.2 3 RAINBIRD PESBR -PRS -D REMOTE CONTROL VALVE WITH ALL PURPOSE SOLENOID D- SHEET LIDA CONTROLLER IS OWNER PROVIDED AND CONTRACTOR INSTALLED. - POTABLE RECYCLED WATER TEST STATION PER WAS WR -04 TO BE PLACED AFTER THE WATER METER. E - SHEET LID.2 INSTALL IN PLANTER AREAS - TYPICAL FUTURE RECYCLED WATER SIGN F - SHEET LID.2 NETAFIM VALVE ABOVE + DF075 -140 DRIP SYSTEM REMOTE CONTROL VALVE. H- SHEET LID.1 NOTE: PRV075LF42V2K OR REGULATOR- LOW FLOW (.25 -3.4 GPM) REF VALVE CALLOUT IRRIGATION WATER PRV075HF45V2K REGULATOR- HIGH FLOW (3.5- 17.6 GPM) FOR GPM DEMAND HEALTH AND WATER DEPARTMENT REGULATIONS. SPEARS 2000 PLASTIC BALL VALVE (SIZE PER MAINLINE LINE SIZE) E - SHEET LIDA � CONTRACTOR SHALL BE RESPONSIBLE FOR HAND WATERING ANY DAMAGE TO EXISTING PLANT MATERIAL HALL G G S BE REPLACE INSTALL IN PLANTER AREAS - TYPICAL - THE FOLLOWING ITEMS SHALL BE OWNER PURCHASED/ CONTRACTOR INSTALLED: CONTROLLER, FLOW SENSOR, FERTILIZER NEW 1" IRRIGATION DEDICATED WATER METER AND BACKFLOW PREVENTER. REFER TO CIVIL ENGINEERS PLANS AND �v SPECIFICATIONS FOR EXACT LOCATION. SIGN DATE - NETAFIM TLCV6 -1810 PSI COMP. DRIPPERLINE W/ CHECK VALVE - SET PRS -D AT 45 PSI. I -L - SHEET LIDA TECHLINES SHALL BE SPACED APPROX. 3" OFF PERIMERTER EDGE �,.r.+"SI ATURE EXPIRES 2 YEARS FROM DATE AND 18" O.C. AS SHOWN PER PLAN. FOOTERS AND HEADERS O o DESIGNED : DRAWN SHALL BE %" PVC PIPE UNLESS OTHERWISE NOTED. CHECKED BY: ENGINEERING RIN DEPARTMENT APPROVALS SPEARS 2000 COMPACT LINE FLUSHING VALVE IN ROUND VALVE BOX. SHALL BE K - SHEET LIDA I.D.G. I.D.G. B.M.P & J.V. PLACED IN PLANTER AREAS FERT STOW N' FLOW EZ- 010 -FX FERTILIZER INJECTOR IN VALVE BOX. A - SHEET LID.2 REFER TO CONTROLLER CALLOUT FOR SPEC NUMBER. vi PLANS PREPARED UNDER SUPERVISION OF DATE: 09 -10 -13 RECOMMEND OWNER PROVIDED CONTRACTOR INSTALLED LANDSCAPE IRRIGATION PLAN FOR: IN -N -OUT BURGER RESTAURANT LI"1 < zO INSTALL IN PLANTER AREAS - TYPICAL MVI RAINBIRD 1" - PESB -R NORMALLY CLOSED MASTER VALVE INSTALL IN PLANTER B - SHEET LID.2 °R R.L.A. Ill 3191 AREAS - TYPICAL GLENN PRUIM •c52174 FSI CREATIVE FSI -T10 -001 1" TEE -TYPE FLOW SENSOR PER CONTROLLER SPEC C - SHEET LID.2 SENSOR ENGINEERINGIP BUCWORKSDIRECTOR /P�. //3 NUMBER OWNER PROVIDED CONTRACTOR INSTALLED, w�° TECHNOLOGY DOUGLAS V. INSTALL IN PLANTER AREAS - TYPICAL DATE DATE P.V.C. SCH. 40 PURPLE 1 1/2" & SMALLER NON - PRESSURE LATERAL LINE WITH B +C - SHEET LIDA SCH. 40 FITTINGS. THREADED FITTINGS SHALL BE SCH. 80 __rn (SIZE PER PLAN) - P.V.C. SCH. 40 PURPLE PRESSURE MAINLINE 3/4" THRU 1 1/2" THREADED FITTINGS B +C - SHEET LIDA SHALL BE SCH. 80 (SIZE PER PLAN), INSTALL RECYCLED H - SHEET LID.2 WATER WRNING TAPE ON TOP OF ALL MAINLINE `I 5 NEW POTABLE WATER SERVICE LINE, METER, AND `,% BACKFLOW PER CIVIL ENGINEER'S ON CENTER, AND TWO STAPLES SHALL BE INSTALLED AT EVERY CHANGE OF THIS SITE IS A FUTURE RECYCLED WATER SITE AND WILL BE CONNECTED TO POTABLE DIRECTION. SYSTEM UNTIL RECYCLED WATER BECOMES AVAILABLE. DESIGN PRESSURE NOTE: CONTRACTOR TO VERIFY PRIOR TO STARTING JOB THAT EXISTING WATER PR HAS ENOUGH PRESSURE TO RUN SYSTEM. IF THERE IS NOT ENOUGH WATER PRESSURE AT THE SITE TO RUN THE SYSTEM, CONTRACTOR IS TO CONTACT LANDSCAPE ARCHITECT. RIGATION MAINLINE AND LATERAL LINE NOTES: VTRACTOR SHALL INSTALL IRRIGATION MAINLINE AND LATERAL LINES IN PLANTING ARE )ICAL, MAINLINE, VALVES, AND LATERAL LINES SHOWN IN HARDSCAPE AREAS FOR IRITY. XTJJL L •L� A NS. 314' I I I � -FIRE SERVICE II I �> LATERAL, 6" DDCA SITE GRADING NOTE: .. _ 7 _7��D F CONTRACTOR IS TO CONTACT GENERAL CONTRACTOR, IF SITE CONDITIONS ARE - ........ DIFFERENT THEN WHAT IS SHOWN ON THE PLANS. PROPOSED FUTURE LOCATION OF RECYCLED WATER SIGN NETAFIM INSTALLATION NOTE: CONTRACTOR SHALL INSTALL NETAFIM AT A CONSTANT 4" DEPTH AND AT A MAXIMUM DEPTH OF 6 ". CONTRACTOR SHALL INSTALL STAPLES EVERY 5' AND (2) AT EACH CHANGE IN DIRECTION FOR ADDED STABILITY. DRINKING FOUNTAINS NOTE: THERE ARE NO DRINKING FOUNTAINS, DECRETIVE FOUNTAINS, WELLS PICNIC AREAS, ETC. ON THE SITE. FERTILIZER NOTE: CONTRACTOR TO USE LIQUID FERTILIZER IN ALL DRIP IRRIGATION LOCATIONS. CONTRACTOR TO COORDINATE FERTILIZER TO BE USED WITH AGRONOMIC SOILS REPORT. IRRIGATION NOTE: CONTRACTOR SHALL PLACE ALL IRRIGATION EQUIPMENT IN PLANTING AREAS WHENEVER POSSIBLE. GUN I KULLEK NU I E: AUTOMATIC IRRIGATION CONTROLLER TO BE PEDESTAL MOUNTED, SEE LEGEND FOR MODEL NUMBERS, LOCATION SHOWN IS APPROXIMATE, VERIFY EXACT LOCATION WITH OWNER. 110 VOLT POWER PROVIDED BY OWNER. IRRIGATION CONTRACTOR SHALL PROVIDE AND INSTALL BATTERIES IN EACH CONTROLLER FOR BACKUP POWER. DISTRICT I SAN ELIJO JOINT POWER I COUNTY OF SAN DIEGO DE r N O W r P.V.C. SCH. 40 PURPLE SLEEVE FOR PRESSURE MAINLINE (TWO X THE CIA. OF B - SHEET LIDA PIPE) TO BE INSTALLED ON ALL HARDSCAPE AREAS !C' ET WATER 16 STATION CONTROLLER W/ RAIN SENSOR TO BE INSTALLED BY IRRIGATION CONTRACTOR G -SHEET LIDA I A MODEL#: ICA15- ETW2- 16/ SP /RSE /ETW2SP-4 /FSW16- 500/MP -15 Q 3 CONTRACTOR 120 V. ELECTRICAL LINE SHALL BE SUPPLIED BY GENERAL CONTRACTOR. CONTRACTOR North SHALL INSTALL CONTROLLER PER MANUFACTURER'S RECOMMENDATIONS. CONTROLLER IS OWNER PROVIDED AND CONTRACTOR INSTALLED. - POTABLE RECYCLED WATER TEST STATION PER WAS WR -04 TO BE PLACED AFTER THE WATER METER. E - SHEET LID.2 MAINLINES FUTURE RECYCLED WATER SIGN F - SHEET LID.2 8 WILKINS 375 BACKFLOW PER WAS# WR -01 AS NOTED IN CIVIL ENGINEER'S PLANS PROPOSED FUTUR LOCATION OF RECYCLED WA ER SIGN NOTE: - IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY AND SHALL BE INSTALLED IN PLANTER AREAS. IRRIGATION BACK LOW - INSTALL IRRIGATION EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS AND LOCAL GOVERNING MUNICIPALITY. IRRIGATION WATER - CONTRACTOR SHALL INSTALL ALL COMPONENTS WITHIN ALL INCLUDING BUT NOT LIMITED TO LOCAL, STATE, AND COUNTY O aMo HEALTH AND WATER DEPARTMENT REGULATIONS. METER - CONTRACTOR SHALL REPAIR ANY AND ALL DAMAGE DONE TO EXISTING SYSTEM DURING CONSTRUCTION. - TEST STATION PER WAS WR -04 - EXISTING IRRIGATION SYSTEM SHALL NOT BE SHUT OFF FOR MORE THAN 48 HOURS. IF A LONGER PERIOD IS NECESSARY, � CONTRACTOR SHALL BE RESPONSIBLE FOR HAND WATERING ANY DAMAGE TO EXISTING PLANT MATERIAL HALL G G S BE REPLACE AT CONTRACTORS EXPENSE. - THE FOLLOWING ITEMS SHALL BE OWNER PURCHASED/ CONTRACTOR INSTALLED: CONTROLLER, FLOW SENSOR, FERTILIZER -W INJECTOR. ALL OTHER ITEMS ARE CONTRACTORS RESPONSIBILITY. �v DATE SIGN DATE DATE CONTRACTOR SHALL INSTALL 6" METAL WIRE STAPLES (NETAFIM MODEL #TLS6) 3' -5' TEST STATION NOTE: `I 5 NEW POTABLE WATER SERVICE LINE, METER, AND `,% BACKFLOW PER CIVIL ENGINEER'S ON CENTER, AND TWO STAPLES SHALL BE INSTALLED AT EVERY CHANGE OF THIS SITE IS A FUTURE RECYCLED WATER SITE AND WILL BE CONNECTED TO POTABLE DIRECTION. SYSTEM UNTIL RECYCLED WATER BECOMES AVAILABLE. DESIGN PRESSURE NOTE: CONTRACTOR TO VERIFY PRIOR TO STARTING JOB THAT EXISTING WATER PR HAS ENOUGH PRESSURE TO RUN SYSTEM. IF THERE IS NOT ENOUGH WATER PRESSURE AT THE SITE TO RUN THE SYSTEM, CONTRACTOR IS TO CONTACT LANDSCAPE ARCHITECT. RIGATION MAINLINE AND LATERAL LINE NOTES: VTRACTOR SHALL INSTALL IRRIGATION MAINLINE AND LATERAL LINES IN PLANTING ARE )ICAL, MAINLINE, VALVES, AND LATERAL LINES SHOWN IN HARDSCAPE AREAS FOR IRITY. XTJJL L •L� A NS. 314' I I I � -FIRE SERVICE II I �> LATERAL, 6" DDCA SITE GRADING NOTE: .. _ 7 _7��D F CONTRACTOR IS TO CONTACT GENERAL CONTRACTOR, IF SITE CONDITIONS ARE - ........ DIFFERENT THEN WHAT IS SHOWN ON THE PLANS. PROPOSED FUTURE LOCATION OF RECYCLED WATER SIGN NETAFIM INSTALLATION NOTE: CONTRACTOR SHALL INSTALL NETAFIM AT A CONSTANT 4" DEPTH AND AT A MAXIMUM DEPTH OF 6 ". CONTRACTOR SHALL INSTALL STAPLES EVERY 5' AND (2) AT EACH CHANGE IN DIRECTION FOR ADDED STABILITY. DRINKING FOUNTAINS NOTE: THERE ARE NO DRINKING FOUNTAINS, DECRETIVE FOUNTAINS, WELLS PICNIC AREAS, ETC. ON THE SITE. FERTILIZER NOTE: CONTRACTOR TO USE LIQUID FERTILIZER IN ALL DRIP IRRIGATION LOCATIONS. CONTRACTOR TO COORDINATE FERTILIZER TO BE USED WITH AGRONOMIC SOILS REPORT. IRRIGATION NOTE: CONTRACTOR SHALL PLACE ALL IRRIGATION EQUIPMENT IN PLANTING AREAS WHENEVER POSSIBLE. GUN I KULLEK NU I E: AUTOMATIC IRRIGATION CONTROLLER TO BE PEDESTAL MOUNTED, SEE LEGEND FOR MODEL NUMBERS, LOCATION SHOWN IS APPROXIMATE, VERIFY EXACT LOCATION WITH OWNER. 110 VOLT POWER PROVIDED BY OWNER. IRRIGATION CONTRACTOR SHALL PROVIDE AND INSTALL BATTERIES IN EACH CONTROLLER FOR BACKUP POWER. DISTRICT I SAN ELIJO JOINT POWER I COUNTY OF SAN DIEGO DE r N O W r 3 North O M Of N O aMo 0 10 20 40" (30" SIGN DATE SIGN DATE SIGN DATE GRAP�-�C SCALE �,.r.+"SI ATURE EXPIRES 2 YEARS FROM DATE O o DESIGNED : DRAWN CHECKED BY: ENGINEERING RIN DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. z < I.D.G. I.D.G. B.M.P & J.V. D.V.D. vi PLANS PREPARED UNDER SUPERVISION OF DATE: 09 -10 -13 RECOMMEND APP LANDSCAPE IRRIGATION PLAN FOR: IN -N -OUT BURGER RESTAURANT LI"1 < zO AA "M °R R.L.A. Ill 3191 MASIH MAHER C42518 GLENN PRUIM •c52174 130 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. 11600 -G w`< Z " �.l 0 lc /'!/13 ENGINEERINGIP BUCWORKSDIRECTOR /P�. //3 APN'S 258 - 112 -24, 258 - 112 -23, 258 - 112 -22 w�° DOUGLAS V. EXP.: 12 -31 -13 DATE DATE PLANNING CASE NO: 12 -162 MUP /DR /CDP 5 o SHEET 20 OF 24 __rn LEGEND 1. REMOTE CONTROL VALVE WITH DISC FILTER AND PRV. 1 2 2. TECHLINE START CONNECTION MALE ADAPTER. 3. PVC SUPPLY HEADER. SIZE PER PLAN. 3/4" MINIMUM.w 4. TECHLINE CV TUBING. 5. ISLAND PERIMETER. 6. PVC FOOTER. SIZE PER PLAN. 3/4" MINIMUM. LEGEND 7. PVC TEE OR PVC ELL. 1. FINISHED GRADE. 8. MANUAL LINE FLUSHING VALVE PLUMBED TO TECHLINE. 2. NETAFIM TECHLINE CV NETAFIM ISLAND LAYOUT I NO SCALE SECTION / ELEVATION (V r 04 T LEGEND 1. FINISH GRADE 8. SCH 40 90 SXS 2. 7" ROUND PURPLE BOX ( RAINBIRD VB- 7RNDP) HEAT 9. 3/4" LINE TO FLUSH HEADER PIPING. BRAND "FV" ON LID IN 2" HIGH BLOCK LETTERS 10. 3/4" MARLEX STREET ELL. (2) 3. PVC BALL VALVE PER LEGEND. 11. SCH. 80 MALE ADAPTER. 4. FILL BASE WITH 3/4" GRAVEL 12. FILTER FABRIC. 5. NATIVE SOIL. 13. 12" MIN. RAINBIRD SPX- FLEX100 W/ (2) SBA -050 6. 3/4" GRAVEL COMPACTED 5. 2" IN SHRUB/ MULCH AREAS 7. 3/4" SCH 40 PVC PIPE (LENGTH AS REQUIRED) SNAP BOTTOM OF UPPER BOX ONTO 6. K I FLUSH VALVE 2 2 � ' L1 NO SCALE r C, WITH CONCRETE BASE 18" LEGEND 1. IMPERIAL ASSEMBLIES 18 FRONT ENTRY CONTROLLER ASSEMBLY NEMA 3R RAINPROOF ENCLOSURE (UL LISTED) 2. CONTROLLER 3. POWER SWITCH /GFI RECEPTACLE 4, MASTER VALVE RELAY ASSEMBLY OR PUMP START RELAY ASSEMBLY (OPTIONAL) 5. TERMINAL BOARD 6. REMOTE RECEIVER CONNECTOR (OPTIONAL) 7. 1" PVC CONDUIT FOR 120 VAC FROM METERED POWER SUPPLY 8. PVC CONDUIT FOR CONTROL WIRES, SIZE AS REQUIRED 9. FILL VOIDS WITH 3/8 PEA GRAVEL 10. 1" PVC CONDUIT FOR FLOW SENSOR CABLE PAIGE CABLE P - 7162 - D (IF APPLICABLE) 11. POURED CONCRETE BASE. NOTE: NOTE ALL GROUNDING REQUIREMENTS FOR CONTROLLER ASSEMBLIES SHAD CONFORM TO LOCAL ELECTRICAL CODES. G I CONTROLLER NOS LEGEND O M 1. SCH. 80 PVC 45 DEGREE FITTING 11. COMPACTED NATIVE. 2. PVC MAINLINE. 12. RAINBIRD VB SERIES MODEL 3. RC VALVE PER LEGEND W/ ID TAG. 12" SWING ASSEMBLY. VB- STDP -L + VB -STD -B FOR EXTENSION 4. SCH. 80 UNION (2) I.D. TAG WITH STATION NUMBER PRINTED ON IT ADJUST SIZE AS NEEDED INFIELD. 5. NETAFIM DISC. FILTER. FACE DOWN (INCLUDED). SNAP BOTTOM OF UPPER BOX ONTO 6. NETAFIM 45 PSI REGULATOR. (CHRI0 BOTTOM OF LOWER BOX. 7. SCH. 80 PVC NIPPLE 13. PVC LATERAL LINE. 8. SCH. 80 TxTxT TEE W/ 2" NIPPLE AND 1/2" 14. FINISH GRADE. 3. CAP. 15. MULCH PER PLANTING PLAN. 9. 12" DEEP 3/4" GRAVEL SUMP. 16. 3" MINIMUM CLEARANCE. 10. LANDSCAPE FABRIC PER SPECS, FULLY 11. PVC SCH. 40 TEE OR ELL. INCASE SUMP AND BOX SIDES. FINISH GRADE H VALVE AND NETAFIM PRESSURE REGULATOR NO SCALE 5 LEGEND 2 1. MANUAL LINE FLUSHING VALVE PLUMBED TO PVC OR POLY. 8 2. TECHLINE START CONNECTION MALE ADAPTER. 1 2 3. PVC OR POLY EXHAUST FOOTER. SIZE PER PLAN. 3/4" MINIMUM. LEGEND 4. PVC OR POLY SUPPLY HEADER. SIZE PER PLAN. 3/4' MINIMUM. 1. TECHLINE ELBOW. 6. TECHLINE CROSS. 5. TECHLINE START CONNECTION SEE DETAIL. 2. TECHLINE TUBING. 7. TECHLINE TEE. 6. REMOTE CONTROL VALVE WITH DISC FILTER AND PRV. 3. TECHLINE 3/4" MALE ADAPTER. 8. PVC HEADER/ FOOTER, SIZE PER PLAN. 7. AREA PERIMETER. 4. PVC ELL 9. FINISHED GRADE. 8. TECHLINE CV TUBING. LEGEND 5. 3/4" PVC PIPING. 9. PERIMETER LATERALS 2" TO 4" FROM EDGE. 1. FINISHED GRADE. Underground Service Alert Call: Toll Free X11 TWO WORIONO DAYS BEFORE You Dlo CHANGE NO. 2. NETAFIM TECHLINE CV START UP CONNECTIONS NO SCALE I NETAFIM CENTER LAYOUT NOS DIGCS integrated Dc5ign Grow S G LAND5CAPE AKCNITr.CTURE- PLANNING 12-31-13 ' 13os MONTE. VI5TAAVL 5UITr #6 OPLAND, CALIFORNIA 91786 Telephone 909. 5P+6.6+00 - Facsimile 9O9.946.6466 iJg50carLkIink.nct 14 0 � 15 PLAN VIEW LEGEND O M LEGEND D' I 1. REMOTE CONTROL VALVE PER IRRIGATION LEGEND 11. #14 OF WIRES TO CONTROLLER (COLOR CODED) 1. 4" RWS- GRATE -P (INCLUDED). 9. 12" SWING ASSEMBLY. 2. SCH 80 PVC THREADED NIPPLE 12. I.D. TAG WITH STATION NUMBER PRINTED ON IT 2. BUBBLER: RAIN BIRD 1402 0.50 GPM (INCLUDED). 3. RECTANGULAR PURPLE PLASTIC VALVE BOX WITH ............ ............ (CHRI0 (INCLUDED). 10. 1/2" MALE NPT INLET. LOCKING LID (NDS #314BCB) HEAT BRAND STATION 13. PV ELL SCH 40 PVC ELL (VALVE SIZE) 3. ROOT WATERING SYSTEM RAIN BIRD INCLUDED. NUMBER ON LID IN 2" HIGH BLOCK LETTERS 14. MAINLINE PIPING PER IRRIGATION LEGEND RWS -BCG02 (INCLUDES 1402 0.50 GPM 11. PVC SCH. 40 TEE OR ELL. 4. FINISH GRADE (VALVE SIZE) BUBBLER WITH RISER, CHECK VALVE, 12. LATERAL PIPE. 5. PVC LATERAL LINE PER IRRIGATION LEGEND (VALVE 15. SCH 40 PVC TEE (OUTLET TO BE VALVE SIZE) GRATE, SWING ASSEMBLY 1/2" MALE 13. 4" BASKET WEAVE 6. SIZE) SCH 40 PVC 45 DEGREE ELL 16. MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) NPT INLET, AND BASKET CANISTER). CANISTER. INCLUDED. 7. SCH 40 PVC 45 DEGREE ELL (BUSH UP TO LATERAL LINE 17. FILL BASE OF BOX WITH PEA GRAVEL 4. FINISHED GRADE. 14. TREE WELL BUBBLER. SEE PLAN SIZE) 18. NATIVE SOIL 5. CHECK VALVE (INCLUDED). TREE WELL BUBBLER 8. RAINBIRD VB SERIES MODEL VB -STD -B EXTENSION 19. SCH. 80 UNION, LINE SIZE (TxT orTxs) 6. OPTIONAL PEA GRAVEL OR RWS SAND DETAIL. 9. COMMON BRICK SUPPORTS (4 REQUIRED) 20. FILTER FABRIC - ENSURE ALL VALVE BOX HOLES SOCK (RWS -SOCK) FOR SANDY SOILS. 15. ROOTBALL. 10. RAINBIRD VB SERIES MODEL YB- STDP -L BLACK BODY ARE COVERED 7. 1/2" PVC SCH 80 NIPPLE. (INCLUDED). PURPLE LID. 1/2" IN TURF AREAS, 1" IN SHRUB AREAS 8. 1/2" 90- DEGREE ELBOW. (INCLUDED). D I REMOTE CONTROL VALVE I NOS A I DEEP ROOT WATERER NOS E 0 LEGEN[ 1. BALL VALVE PER IRRIGATION LEGEND (LINE SIZE) LAY ON SIDE FOR EASE OF ACCESS. 2. RAINBIRD VB SERIES MODEL VB- STDP -L BLACK BODY PURPLE LID. 3. FINISH GRADE 4. SCH 40 PVC MALE ADAPTER (2 REQUIRED) 5. SCH 40 PVC 45 DEGREE ELL (4 REQUIRED) 6. NATIVE SOIL 7. MAINLINE PIPING PER IRRIGATION LEGEND 8. COMMON BRICK SUPPORTS (4 REQUIRED) 9. FILL BASE OF BOX WITH 12" 3/4" ROCK 10. FILTER FABRIC - ENSURE ALL VALVE BOX HOLES ARE COVERED * 1/2" IN TURF AREAS, 1" IN SHRUB AREAS NOTES: • OFF -SET VALVE BOX AROUND BALL VALVE TO ALLOW SPACE FOR FULL MOVEMENT OF THE BALL VALVE HANDLE. BALL VALVE E K square ligation AW[1 MAWA/ EAWU CALCS. DESCRIPTION PPROVE DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED B I.D.G. B.M.P 8&J.V. D.V.D. CITY OF ENCINITAS POINT NUMBER 1031 PLANS PREPARED UNDER SUPERVISION OF STATION NAME: ENC -31. 2.5" CITY OF ENCINITAS BRASS DISC IN THE SCALEL: AS NOTED ;" DATE: 09 -10 -13 NORTHWEST CORNER OF DRAINAGE BOX ON NORTH SIDE OF ENCINITAS BOULEVARD AND 700 FEET R.L.A. NO.: 3191 him EAST OF WESTLAKE STREET. ELEVATION = 182.995 FEET (NAVD88) D UGLAS EXP.: 12 -31 -13 ftdyr IT] yr yr_. NO SCALE C LEGEND 1. SAND BACKFILL. 2. SOIL BACKFILL. 3. FINISHED SURFACE (GONG. /AC PAVING). 4. NON - PRESSURE LATERAL IN SLEEVE. 5. PRESSURE PVC MAINLINE IN SLEEVE. 6. CONTROLLER WIRING -IN PVC SLEEVE ADJACENT TO MAINLINE. B I SLEEVEING C USIFWW-17 LEGEND NOTE: 1. CLEAN SOIL BACKFILL. SEE SPECS. 1. LATERAL LINE COVER SHALL BE NO 2. FINISHED GRADE. MORE THAN 8 ". 3. PVC NON - PRESSURE LATERAL LINE. 2. MAIN LINE COVER SHALL BE 18" FOR 4. COPPER TRACER WIRE. LINES 2 1/2" AND LESS THAN 24" FOR 5. PVC PRESSURE PVC MAINLINE. LINES 2 1/2" AND LARGER. 6. CONTROLLER WIRING TAPE @ 10' O.C. 3. PIPE AND WIRE SLEEVES MIN. COVER SHALL BE 24" C WATER DISTRICT TRENCHING SAN ELIJO JOINT NO SCALE COUNTY OF SAN DIEGO SI DATE SIGN DATE SIGN SIGNATURE EXPIRES 2 YEARS FROM DATE ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT RECOMMEND D: APP LANDSCAPE IRRIGATION DETAILS FOR: IN -N -OUT BURGER RESTAURANT MASIH R C42518 GLENN PRUIM 052174 130 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. ENGINEERING/PUBLIC KS DIRECTOR 1614113 0/�� APN'S 258 - 112 -24, 258 - 112 -23, 258 - 112 -22 DATE DATES PLANNING CASE NO: 12 -162 MUP /DR/CDP r Cn N O W O M Cif N D' I N o DATE � o �Qrn Q LID , :DRAWING 60 T 21 ............ ............ o 0> NOTE A. SIGN TO BE INSTALLED WHEN SITE IS CONVERTED TO RECYCLED WATER.. F I SDWD RECYCLED WATER SIGN SEE NOTES NO SCALE 1. SIDEWALK, CURB, ETC. POP -UP SPRAY HEAD - INSTALL 1" ABOVE 2. FINISHED GRADE IN SHRUB AREAS & FLUSHED TO GRADE IN TURF AREAS. 3. FINISHED GRADE. 4. TRIPLE SWING, SIZE PER INLET ( RAINBIRD TSJ OR EQUAL) 5. PVC LATERAL LINE G I SPRAY HEAD 37nm RIJ w4muw MMTM RECLAIMED WA7M WgaA7Nw NNNLM IN serve Nmm at AD LABRIED AB SPECKM IN 7HE " bmaeie ' N ..; TABLE.-SERVICE LINE CROSSING NO SCALE ,,. PGTARLE SIDIYLCE UNE E I CROSS CONNECTION TEST STATION APPIM .REMAM WAM MOATON YNNUNE *M SLEEVE Nom bMi I�K.FAON ABIE w LNE ims wlN 12' POTABLE MAINLINE CROSSING H I CROSS-SECTION OF REVYVLED WATER AND POTABLE LINE CROSSINGS Underground Service Alert CHANGE NO. Call: Toll Free 811 LMIO WORKM DAYS BEFORE YOU DIG DESCRIPTION s IGGS� grated Pe,5ign Group ,, LAND -SCArr_ ARCH1TE-CT(AKr_- PLANNING 12 31 -13 e 13os MONTI= VISTA AVE- ,SUITE #6 UPLAND, CALIFOKNIA 91786 Telephone 909. 9 +6.6+00- Facsimile 909.9 +6.6+66 id @earthlink.net APPROV D DATE BENCHMARK SCALE �� 13�� CITY OF ENCINITAS POINT NUMBER 1031 STATION NAME: ENC -31. 2.5" CITY OF ENCINITAS BRASS DISC IN THE SCALEL: AS NOTED NORTHWEST CORNER OF DRAINAGE BOX ON NORTH SIDE OF ENCINITAS BOULEVARD AND 700 FEET EAST OF WESTLAKE STREET. ELEVATION = 182.995 FEET (NAVD88) NO SCALE SPECIAL DISTRICT APPROVAL x RECYCLED WATER NOTES PLANS PREPARED UNDER SUPERVISION OF DATE:09 -10 -13 Il r R.L.A. NO.: 3191 ;LAS V. DI EXP.: 12 -31 -13 NOTES: A. ITEMS 3, 4, 5, 6; 7 AND 8 ARE INCLUDED WITH EZ -FLO SYSTEM. ITEM 11 IS PURCHASED SEPARATELY. LEGEND 1. FINISHED GRADE. 8. 1/4" TUBING CLAMP - BOTH THE 2. VB- SPR -PL +VB -SPR -B AS EXTENSION PURPLE LID 1. GREEEN AND BLUE COUPLING 3. PROPORTIONING CAP W/ FEED ADJUSTMENT INSTALL CONTROL TUBING CONNECTIONS. KNOB. 9. APPROVED BACKFILL. 4. EZ -FLO SHUT OFF VALVES. 10. PVC. MAINLINE TO VALVE 5. EZ-FLO MODEL EZ010 -FX FERTILIZING SYSTEM 11. MANIFOLD. 27 "L X 12 "D X 14 "H. 11. EZ BALL VALVE COUPLING 6. FERTILIZER OUT - CONNECTION CLEAR TUBE TO STABILIZATION. CONNECTOR - INSTALL GREEN CONNECTION ON PROPORTIONING CAP ;I I II ; II I II I II Z ACCORDING TO WATER FLOW AND COUPLING. DIRECTION ARROW. 7. WATER IN - CONNECTION BLACK TUBE TO BLUE 12. PEA GRAVEL (2 CU. FT.) CONNECTION ON PROPORTIONING CAP AND 11 PVC MAINLINE FROM COUPLING. y BACKFLOW PREVENTER. A I EZ -FLO FERTIGATION SYSTEM I LEGEND 1. FROM P.O.C. 2. PLASTIC BALL VALVE. 3. MAINLINE. 4. MAINLINE TO IRRIGATION VALVES 5. FERTIGATION SYSTEM PER PLAN. 6. PVC TEE. 7. PVC 90 NO SCALE B I MASTER VALVE I NO SCALE 1 2 3 4 6 NOTES: 1. RAINBIRD VB- STDP -L PURPLE LID VALVE BOX 9. INSTALL CONTROL ATE III I I II I 5 VALVES A MINIMUM CHRISTY'S TAG #ID- MAX- P2- RCIP2. ¢< 3. OF ONE FOOT APART 11. -I I I I I 0 o IN SHRUB AREAS FLOW SENSOR CABLE P- 7162D. SHEET 22 OF 24 STABILIZATION. UNLESS OTHERWISE 5. ;I I II ; II I II I II Z II I II III ; ,III' NOTED. -III =I I -III USE 45 DEGREE ELLS WALL. °___ - 7. =� TO ACHIEVE MAINLINE 13, y DEPTH FROM IRRIGATION MAINLINE FROM MASTER VALVE. z LANDSCAPE FABRIC. UPSTREAM SIDE OF C v FLOW SENSOR THE MASTER VALVE 0 r, 0 _ 0 0 o ASSEMBLY. 04 �m 08 )0 w ��d o PROVIDE VALVE BOX 4 EXTENSIONS AS 13 11 12 7 Lo 14 9 REQUIRED. 8 LEGEND 1. FINISH GRADE IN TURF AREAS. 9. PVC MAINLINE TO FLOW 2. RAINBIRD VB- STDP -L PURPLE LID BOX SENSOR PIPE PER SPECS. 3. MASTER CONTROL VALVE PER LEGEND. 10. 3/4" ROCKS. 4. WIRE CONNECTORS. 11. BRICK SUPPORTS. 5. VALVE I.D. TAGS. 12. LANDSCAPE FABRIC. 6. FINISH GRADE IN SHRUB AREAS. 13. PVC MAINLINE PIPE FROM 7. BRASS NIPPLE, TYP. BACK FLOW PER SPECS. 8. PVC SCH. 40 FEMALE ADAPTER. (2 14. SXSXz" TEE W/ CAP W/ #" REQUIRED). SCH. 80 NIPPLE AND CAP B I MASTER VALVE I NO SCALE TER DISTRICT COUNTY OF SAN DIEGO SIGN DATE SIGN DATE SIGN IG_NATURE EXPIRES 2 YEARS FROM DATE ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT RECOMMENDE APPR LANDSCAPE IRRIGATION DETAILS FOR: AA M IN -N -OUT BURGER RESTAURANT MASIH MAHER C42518 GLENN PRUIM C52174 130 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. I OfIt /13 ENGINEERINGIPUBLICW RKS DIRECTOR APN'S 258 - 112 -24, 258 - 112 -23, 258 - 112 -22 DATE DATE PLANNING CASE NO: 12 -162 MUP /DR /CDP r ICI Ili IV CD V_ II 1 LEGEND DOWN STREAM UPSTREAM � N 1. RAINBIRD VB- STDP -L PURPLE LID VALVE BOX 9. MAINLINE TO THE RCV'S. ATE 2. FINISH GRADE. 10. CHRISTY'S TAG #ID- MAX- P2- RCIP2. ¢< 3. FLOW SENSOR. 11. QUANTITY OF (4) - BRICK FOR 0 o 4. FLOW SENSOR CABLE P- 7162D. SHEET 22 OF 24 STABILIZATION. �5m 5. CONDUIT BUSHING. 12. EDGE OF PAVING. HEADER OR BUILDING 6. WATER PROOF DRY SPLICE CONNECTOR. WALL. °___ - 7. 1 -1/4" ELECTRICAL CONDUIT & SWEEP ELBOW. 13, 3/4" ROCK - 12" DEEP. 8. IRRIGATION MAINLINE FROM MASTER VALVE. 14. LANDSCAPE FABRIC. C FLOW SENSOR NO SCALE TER DISTRICT COUNTY OF SAN DIEGO SIGN DATE SIGN DATE SIGN IG_NATURE EXPIRES 2 YEARS FROM DATE ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT RECOMMENDE APPR LANDSCAPE IRRIGATION DETAILS FOR: AA M IN -N -OUT BURGER RESTAURANT MASIH MAHER C42518 GLENN PRUIM C52174 130 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. I OfIt /13 ENGINEERINGIPUBLICW RKS DIRECTOR APN'S 258 - 112 -24, 258 - 112 -23, 258 - 112 -22 DATE DATE PLANNING CASE NO: 12 -162 MUP /DR /CDP r ICI Ili IV CD V_ II 1 O � N Nrno ATE 0 �Qrn z0 Q DRAWING NO. ¢< LID.2zom WZN 11600 -G 0 o Z M SHEET 22 OF 24 �5m PLANTING NOTES 1. ALL DIMENSIONS & CONDITIONS SHALL BE VERIFIED BY THE -� CONTRACTOR ON THE JOB SITE. 2. ANY DISCREPANCIES OR OMISSIONS SHALL BE BROUGHT TO THE LANDSCAPE ARCHITECTS ATTENTION PRIOR TO WORK. 3. CONTRACTOR SHALL NOTIFY THE OWNER OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. 4. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE- INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS. 5. IRRIGATION SYSTEM SHALL BE INSTALLED PRIOR TO PLANT MATERIALS. 6. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT, BUT NOT BEFORE IRRIGATION COVERAGE TEST HAS BEEN APPROVED. (SEE SPECIFICATIONS) 7. PLACE TREES BETWEEN IRRIGATION HEADS WHEREVER POSSIBLE. 8. SHREDDED MULCH INSTALLATION: INSTALL SHREDDED MULCH IN ALL SHRUB & GROUNDCOVER AREAS AT A DEPTH OF 2" UNLESS OTHERWISE INDICATED ON PLANS. MULCH TO BE SUPPLIED BY EARTHWORKS SOIL AMENDMENTS, INC. (909) 270 -0088. MULCH TYPE: EARTHWORKS COVER MULCH 9. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND /OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE i1 I ♦ �pll ``` �pry� LANDSCAPE CONTRACTOR AND /OR HIS SUB - CONTRACTOR. ♦ 1 REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF TRIANGULAR SPACING OF ORIGINAL WORK ON PLANS, UNLESS OTHERWISE APPROVED BY - +/-71 THE OWNER'S AUTHORIZED REPRESENTATIVE. COUNTY OF SAN DIEGO DEP 10. CLEAN -UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE 'YELLOW' APPROVED BY THE OWNER'S REPRESENTATIVE. ' p �^� ^j� mac. 64,9° 11. THE PLANTING PLANS ARE ONLY ACCURATE FOR PLANTING LOCATION E AND QUANTITIES. THE CONTRACTOR SHALL VERIFY ALL QUANTITIES T BY PLAN CHECK. THE PLANTING LEGEND IS ACCURATE ONLY FOR ® PLANT SIZE. IN THE EVENT OF A DISCREPANCY, THE CONTRACTOR WINTERBOURN 5 GALLON SHALL ADJUST THE QUANTITIES OF THE SMALLEST PLANT SIZE TRIANGULAR SPACING SPECIFIED IN THE LEGEND TO CONFORM WITH THE QUANTITIES +/-74 REQUIRED BY THE PLAN. - t 12. ALL TREES PLANTED WITHIN FIVE FEET OF CONCRETE AND /OR ASPHALT PAVING SHALL HAVE A ROOT BARRIER INSTALLED WITH THE TREE. INSTALL 3ro O M K N I Quo PER MFG. SPECIFICATIONS. ROOT BARRIER BY DEEPROOT OR EQUAL. 14. TREES SHALL BE STRAIGHT AND OF UNIFORM SHAPE WITHOUT DAMAGED, 60' CROOKED OR MULTIPLE LEADERS. TREES WITH ABRASIONS OF THE BARK, G SUNSCALDS, DISFIGURING KNOTS OR FRESH CUTS OF LIMBS OVER j INCH FESTIVAL BURGUNDY 5 GALLON WHICH HAVE NOT BEEN PRUNED AND PAINTED OR COMPLETELY CALLOUSED, TRIANGULAR SPACING WILL NOT BE ACCEPTED. BOX SIZE STOCK SHALL HAVE GROWN IN SPECIFIED +/-276 CONTAINER SIZE FOR AT LEAST (1) YEAR. i SIGN DATE o ° CORDYLINE SQUARE FOOTAGE NOTE: TOTAL TURF AREA: 0 S.F. TOTAL SHRUBS/ GROUNDCOVER AREA: 8,486 S.F. TOTAL LANDSCAPE AREA: 8,486 S.F. (100 %) Q ICI I� \ I (2 I I \ z / u� I I, OC PRUNUS CAROLINIANA 1 / -I 3RIGHT N TIGHT' 1 TYR Underground Service Alert D1GCs Call: Toll Free _ 12 -31 -13 ua R1 :. BEFORE YOU ac CHANGE NO. DESCRIPTION ,APF \ v r ENCINITAS E30ULEVARD s cn FE) P � � I r � trig G1? i PHOENIX CANARIENSIS TYR COBBLE TYP. 0 11P O OC O` 00 C 00 'TORCH GLOW Q= TYP. 4',8', 12' BTH WASHINGTONIA TYP. 8� CEO RCIS RENIFORMIS BIOSWALE TYPO'— OKLAHOMA' TYP. DYMONDIA ROSA FLORIBUND MARGARETAE TYP. 'ICEBERG' TYP. integrated De5ign Group LLr l `tAND5CAPE AKCHITE_CTUKE.- PLANNING 13o9 MONTE. V15TA AVE, 5UITE #6 UPLAND, CALIFORNIA 91756 Telephone 909.9 +6.6 +00 - Facsimile 909. 9 +6 . 6 +66 ici 3@eartklink.net DATEC BENCHMARK SCALE SPECIAL DISTRICT APPROVAL CITY OF ENCINITAS POINT NUMBER 1031 - STATION NAME: ENC -31. 2.5" CITY OF ENCINITAS BRASS DISC IN THE SCALEL: AS NOTED NORTHWEST CORNER OF DRAINAGE BOX ON NORTH SIDE OF ENCINITAS BOULEVARD AND 700 FEET EAST OF WESTLAKE STREET. ELEVATION = 182.995 FEET (NAVD88) i jP i LIGHT POLE- TREE SHALL NOT IMPEDE ON LIGHT. --7771. - - -- - "GP I I v c I I i PHORMIUM - TENAX 'SUNDOWNER' TYR CARYOTA GIGAS RHAPHIOLEPIS TYR INDICA'SPRINGTIME' TYP. � ��`II O, i1 I ♦ �pll ``` �pry� 1pp-yryy`p ♦ 1 24" O.C. TRIANGULAR SPACING 2'x 2' MEDIUM +/-71 B - LPD.1 COUNTY OF SAN DIEGO DEP 'YELLOW' Y • • - o0o ' p �^� ^j� mac. 64,9° AUTHORITY E HEA-TH T ® PHILODENDRON'XANADU' WINTERBOURN 5 GALLON 36" O.C. TRIANGULAR SPACING 2-3'x 3 -4' MEDIUM +/-74 B - LPDA t PHILODENDRON 3ro O M K N I Quo I ( I �a�G)1 °OO M4 F ZAMIA FURFURACEA �� rPENNISE' TYP ( I CANYON' T '-PH LODENDRON 'XANADU' TYP 1 v AGRONOMIC SOILS REPORT: CONTRACTOR SHALL PROVIDE AND AGRONOMIC SOILS REPORT ONCE ALL GRADING HAS COMPLETED ONSITE. m GV `SPB rS B it � D II- 1 i I III GPe GP f GP GP- - -. -: GP GP PLANS PREPARED UNDER SUPERVISION OF DATE: 09 -10 -13 R.L.A. NO.: 3191 iLASV. I GS EXP.: 12 -31 -13 W (/Q \J Q 75 LLJ Q U \NTING LEGEND r SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS HEIGHT/ WUCOLS 3 WIDTH ZONE 3 QUANTITY DETAIL CARYOTA GIGAS GIANT THAI FISHTAIL 36" BOX PER PLAN STANDARDS - MATCHED 35-70'X MEDIUM +/_ 11 C, G - PALM 25 -35' LPD.1 Cn N CERCIS RENIFORMIS CRAPE MYRTLE 24" BOX PER PLAN STANDARDS - MATCHED 15-20'X MEDIUM +/-3 C,E,G - O 'OKLAHOMA' 10 -15' LPD.1 PHOENIX CANARIENSIS DATE PALM 36" BOX PER PLAN STANDARDS - MATCHED 60'X LOW +/-3 C, F, G - ' T B.T.H MALES ONLY 40 -50' LPDA MINIMUM. CLEAR ' TRUNK. W PHOENIX ROEBELENII PYGMY DATE PALM 24" BOX PER PLAN MULTI - TRUNK. 2' BTH 6 -10' X MEDIUM +/-26 C, E, G - MINIMUM. 6 -10' LPD.1 -- WASHINGTONIA HYBRID WASHINGTONIA PER PLAN 25' CLEAN BTH FOR 80-100'X LOW +/-14 D, G, I - IN N OUT CROSSED PALMS HYBRID CROSS PALMS. ALL 10' LPD.1 OTHER PALMS TO BE 4', 8', AND 12' BTH PER EXISTING TREE TO BE REMOVED PER PLAN. SKIN TRUNKS TO CIVIL ENGINEER'S DEMOLITION PLAN. MIN 8' BELOW HEAD. " 1 EXISTING TREE TO REMAIN. PROTECT IN PLACE. NEW SHADE TREES TO BE PURCHASED AND INSTALLED BY OTHERS. Q REC. w IRE A I �x / i A SHRUBS / VINE 6 -INN OUT CROSSED PALMS FIBERWEB BIO BARRIER: CONTRACTOR SHALL INSTALL TREE ROOT BARRIERS FOR ALL TREES WITHIN 6' OF CONCRETE EDGE. INSTALL THE 24" VERSION AND SHALL BE CONTINUOUS FOR 10' ON EITHER SIDE OF TREE. SEE DETAIL C, SHEET LPD.1 24" BOX TREE NOTE: 24" BOX TREES SHALL BE A MINIMUM TRUNK DIAMETEI OF 2" AND A HEIGHT OF 8' AT TIME OF PLANTING. W.I �ii�n mlj quit: N. SIZE: 24 "-48" BOULDERS. 3. Y Y2 OF BOULDER TO BE BURIED BELOW FINISHED GRADE. REFER TO BOULDER LEGEND FOR COLOR, AND SIZE OF BOULDER. LEGEND 1. 3 INCH THICK SAND BASE. 5. ACCENT GRANITE BOULDER. 2. FINISHED SURFACE PER PLAN. 6. COBBLE STONE. 3. ACCENT GRANITE BOULDER. 7. COMPACTED GRADE. 4. VERTICAL PLACED GRANITE BOULDER. rA BOULDER LAYOUT NOT TO SCALE North G HEMEROCALLIS EVERGREEN DAY LILY 5 GALLON 24" O.C. TRIANGULAR SPACING 2'x 2' MEDIUM +/-71 B - LPD.1 COUNTY OF SAN DIEGO DEP 'YELLOW' AUTHORITY E HEA-TH ® PHILODENDRON'XANADU' WINTERBOURN 5 GALLON 36" O.C. TRIANGULAR SPACING 2-3'x 3 -4' MEDIUM +/-74 B - LPDA t PHILODENDRON 3ro O M K N I Quo 0 10' 20' 40' 60' G CORDYLINE X'JURRED' FESTIVAL BURGUNDY 5 GALLON 24" O.C. TRIANGULAR SPACING 2-3'x 2 -3' MEDIUM +/-276 B - LPD.1 i SIGN DATE o ° CORDYLINE SIGNATURE EXPIRES 2 YEARS FROM DATE T PENNISETUM SETACEUM DWARF RED FOUNTAIN 5 GALLON 24" O.C. TRIANGULAR SPACING 18 -24" X 18 -24" MEDIUM +/-97 B - LPD.1 'EATON CANYON' GRASS RECOMMENDE APPR F ® PHORMIUM TENAX NEW ZEALAND FLAX 5 GALLON 48" O.C. TRIANGULAR SPACING TX 3' MEDIUM +/-31 B - LPD.1 IN BURGER RESTAURANT 'SUNDOWNER' MASH MAHER C42518 GLENERIPRUIMICWOR 130 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. BOO -G Z z< S7DIRECTOR 3 APN'S 258 - 112 -24, 258 - 112 -23, 258 - 112 -22 z,° SHEET. 23 OF 24 DATE DATE PRUNUS CAROLINIANA CAROLINA LAUREL 15 GALLON 60" O.C. PLANT IN SINGLE ROW. 8 -10' X 6 -8' MEDIUM +1-4 B - LPD.1 (0 'BRIGHT N TIGHT' CHERRY j ® RHAPHIOLEPIS INDICA INDIAN HAWTHRON 5 GALLON 36" O.C. TRIANGULAR SPACING 4-6'X 4 -6' MEDIUM +/-62 B - LPD.1 'SPRINGTIME' ® ROSA FLORIBUNDA WHITE FLOWERING 5 GALLON 36" O.C. CUTTING -GROWN ONLY. 3-4'X 34 MEDIUM +/-144 B - LPD.1 'ICEBERG' ROSE PLANT IN SINGLE ROW. B ZAMIA FURFURACEA CARDBOARD PALM 5 GALLON PER PLAN PLANT IN SINGLE ROW. 2-3'X 4 -5' MEDIUM +/-10 B - LPD.1 A BOUGAINVILLEA'TORCH TORCH GLOW 15 GALLON PER PLAN PLANT IN SINGLE ROW. 4-6'X 4 -6' LOW +/-6 B - LPDA GLOW' BOUGAINVILLEA 'NVt GROUNDCOVER ROCK AS INDICATED TO BE SOUTHWEST BOULDER AND STONE TO APPLIED TO ALL +/- 8,822 S.F. H - LPD.1 j 6 TO 8" DIA. ROUNDED TYPE: SIERRA COBBLE PLANTING AREAS ON TIGHTLY INSTALLED. TEL: 877 - 792 -7625 IN N OUT'S PROPERTY ! LANTANA'GOLD MOUND' DWARF TRAILING 1 GALLON 36" O.C. TRIANGULAR SPACING 18 -24" X 44 LOW +/- 1,857 S.F. A - LPD.1 LANTANA DYMONDIA MARGARETAE SILVER CARPET SOD 24" X 20" LOW +/- 818 S.F. A - LPD.1 vl� 1 MARATHON II SOUTHLAND SOD FARMS DWARF TALL FESCUE SOD +/- 800 S.F. j TEL: 877 - 296 -2149 PLANTING AREA BY OTHERS PHOENIX ` NOTE: ROEBELENII 1. NO FLOWERING SHRUBS ADJACENT TO DRIVE -THRU NP' W 2. TREES - ALL TREES SHALL BE A MINIMUM OF 24" BOX SIZE, UNLESS INDICATED OTHERWISE PER PLAN. / W 6 3. SHRUBS - ALL SHRUBS SHALL BE A MINIMUM OF 5 GALLONS �C ORDYLINE X 4. CONTRACTOR SHALL ALLOT 10 - 2'X4', 20 - 3' X 3', AND 15 - 1'X 2' SIERRA SELECT BOULDERS. CONTRACTOR JURRED' SHALL CONTACT IN -N -OUT PERSONNEL FOR FIELD LOCATION OF SAID BOULDERS. REFER TO BOULDER DETAIL. TYR 5. QUANTITIES SHOWN ARE APPROXIMATE, CONTRACTOR SHALL VERIFY COUNT. 2 6. ALL PLANT MATERIAL SHALL BE REVIEWED AND APPROVED BY IN -N -OUT REP. AND LANDSCAPE ARCHITECT. 6 -INN OUT CROSSED PALMS FIBERWEB BIO BARRIER: CONTRACTOR SHALL INSTALL TREE ROOT BARRIERS FOR ALL TREES WITHIN 6' OF CONCRETE EDGE. INSTALL THE 24" VERSION AND SHALL BE CONTINUOUS FOR 10' ON EITHER SIDE OF TREE. SEE DETAIL C, SHEET LPD.1 24" BOX TREE NOTE: 24" BOX TREES SHALL BE A MINIMUM TRUNK DIAMETEI OF 2" AND A HEIGHT OF 8' AT TIME OF PLANTING. W.I �ii�n mlj quit: N. SIZE: 24 "-48" BOULDERS. 3. Y Y2 OF BOULDER TO BE BURIED BELOW FINISHED GRADE. REFER TO BOULDER LEGEND FOR COLOR, AND SIZE OF BOULDER. LEGEND 1. 3 INCH THICK SAND BASE. 5. ACCENT GRANITE BOULDER. 2. FINISHED SURFACE PER PLAN. 6. COBBLE STONE. 3. ACCENT GRANITE BOULDER. 7. COMPACTED GRADE. 4. VERTICAL PLACED GRANITE BOULDER. rA BOULDER LAYOUT NOT TO SCALE North 77��WATER DISTRICT SAN ELIJO JOINT POWER COUNTY OF SAN DIEGO DEP AUTHORITY E HEA-TH ---.OF 3ro O M K N I Quo 0 10' 20' 40' 60' SIGN DATE SIGN DATE GRAPHIC SCALE SIGN DATE o ° SIGNATURE EXPIRES 2 YEARS FROM DATE �d0) ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. zN Q RECOMMENDE APPR F LANDSCAPE PLANTING PLAN FOR: �< AA . /� IN BURGER RESTAURANT z° Of MASH MAHER C42518 GLENERIPRUIMICWOR 130 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. BOO -G Z z< S7DIRECTOR 3 APN'S 258 - 112 -24, 258 - 112 -23, 258 - 112 -22 z,° SHEET. 23 OF 24 DATE DATE PLANNING CASE NO: 12 -162 MUP /DR/CDP J� ° MAINTENANCE MANUAL 2 6 1 4 THIS MANUAL TO BE KEPT AT THE CONTROLLER LOCATION AT ALL TIMES. IRRIGATION SYSTEMS: ° . a. ° 4 1. AUTOMATIC CONTROLLER TO BE CHECKED MONTHLY, BY LANDSCAPE MAINTENANCE FOREMAN AND CHECKED WEEKLY BY MAINTENANCE CREW LEADER, TO PROVIDE OPTIMUM PLANT GROWTH AND WATER _ as CONSERVATION. (SMART CONTROLLER IN USE, CHECK ELECTRICAL POWER ONLY). 2. LANDSCAPE MAINTENANCE CONTRACTOR, TO CHECK ALL SYSTEMS ONCE PER MONTH BY TURNING ON THE SYSTEMS MANUALLY. 2 6 1 2 3. LANDSCAPE MAINTENANCE CONTRACTOR TO VISUALLY CHECK ALL SYSTEMS EVERY WEEK, DURING MAINTENANCE OF LANDSCAPE. 4 4. ALL IRRIGATION FILTERS AT THE WYE STRAINER (AT THE BACKFLOW DEVICE) ° ° AND ALL FILTERS AT THE DRIP IRRIGATION VALVES TO BE CLEANED 4• ° ° ° . �e -_ MONTHLY OR AS NEEDED. I ° 5. CHECK RAIN SHUT OFF DEVICE AT THE BEGINNING OF THE RAINY SEASON AND RE- CALIBRATE AS NEEDED. MAKE SURE DEVICE IS CLEAN AND FREE OF - III - 5 3 8 - III -III ANY DEBRIS, AND IN GOOD WORKING ORDER. NOTE: 6. BACKFLOW DEVICE TO BE VISUALLY CHECK ON A MONTHLY BASIS. TEST AND COBBLESTONE MORTAR IS TO BE INSTALLED IN EASEMENT AREAS ONLY. RE- CERTIFY ANNUALLY AS PER ALL CODES AND ORDINANCES. LEGEND 1. NATURAL SELECT COBBLESTONE EDGE 6 " -8" DIAMETER - TO BE APPROVED BY 7. SCHEDULE ALL SPRAY SYSTEMS TO RUN ONLY BETWEEN THE HOURS OF 2:00 LANDSCAPE ARCHITECT AND IN -N -OUT. SUBMIT SAMPLE PRIOR TO INSTALLATION. AM AND 9:00 AM. VERIFY WITH CURT LUTHY MANUFACTURER AND SCHEDULEING OF DELIVERY 2. PAVING/ HARDSCAPE PER OTHERS. 3. COMPACTED SUB - GRADE. 8. ON MONTHLY BASIS FLUSH ALL DRIP SYSTEM LINES AND CHECK VALVE 4. WALKWAY PER OTHERS. BOXES TO SEE THAT THEY DRAIN PROPERLY. CLEAN OUT ANY DEBRIS, MUD 5. 3" THICK MORTAR BASE. USE 3 BAG SLURRY MIX. OR PLANT GROWTH ANNUALLY. 6. CONCRETE CURB. 7. 3" THICK SAND BASE. 9. TWICE A YEAR CHECK ALL QUICK COUPLERS AND MAKE ALL REPAIRS AS 8. FILTER FABRIC. NECESSARY, REPLACE PEA GRAVEL IN VALVE BOXES AS NEEDED. H COBBLESTONE NO SCALE 10. COVER OR PROTECT ALL BACKFLOW DEVICES DURING FREEZING WEATHER, 11. OWNER TO PROVIDE FOR A WATER AUDIT, EVERY FIVE YEARS FROM OPENING OF STORE. LANDSCAPE AREAS: 1. FERTILIZING AND PRE - EMERGENTS, APPLY FERTILIZER AND PRE - EMERGENTS TO ALL AREAS IN SEPTEMBER, i I AND MARCH WATERING ALL MATERIALS IN THOROUGHLY ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. RATES OF FERTILIZER SHALL BE DETERMINED FROM SOIL SAMPLE APPROVED BY rHE OWNER AND ANALYZED BY A SOILS LABORATORY. 2. PRUNING AND EDGING, NOTE: PALM HEIGHT SHALL BE DETERMINED EDGE ALL GROUND AREAS ON A MONTHLY BASIS PRUNE SHRUBS AND FROM THE NEWEST FROND TO FINISH GRADE TRESS TO ENHANCE THE NATURAL SHAPE. KEEPING AREAS CLEAR FOR \ TRAFFIC. REMOVE ALL DEAD WOOD IN THE FALL. ` \ HAND PRUNE ONLY. DO NOT SHEAR OR CREATE VERTICAL EDGES WHEN PRUNING OR EDGING. ALLOW PLANT TO FORM A NATURAL SHAPE, PRUNE z PLANT FROM THE INSIDE OUT. 5I OL 3. BARK OR MULCH, z aI BARK SHALL NOT BE ALLOWED TO ACCUMULATE ON HARDSCAPE w 1 2 SURFACES, BUT SHALL BE SWEPT OR RAKED BACK ON PLANT BEDS. ALL DO g PLANT AREAS WITH MULCH, SHALL BE CHECKED ANNUALLY WITH MULCH ADDED AS NECESSARY TO RETAIN A MINIMUM OF 3" IN DEPTH. MULCH 10 5 USED SHALL BE "WALK -ON" TYPE AS APPROVED BY THE OWNER. _ REPLENISH ON A MONTHLY BASIS. m 6 o 4. STAKING, ADJUST OR REMOVE STAKES AS NECESSARY TO PROVIDE THE BEST O -~ r GROWING ENVIRONMENT FOR THE TREES. DO NOT ALLOW ANY STAKES ( �, r j-., �- TO LEAN OR BECOME LOOSE SO AS NOT TO PROVIDE NECESSARY 1 if X DIAMETER SUPPORT FOR THE TREES. WIRE TIES OF ANY TYPE SHALL NOT BE USED. OF ROOTBALL 9 REMOVE TREE STAKES AS SOON AS TREES ARE FULLY ROOTED INTO NOTE: SURROUNDING SOIL. A. SKIN TRUNK B. 12" MINIMUM TRUNK WIDTH, 36" CIRCUMFERENCE. LEGEND 5. PEST CONTROL AND WEEDING, 1. WATERING BASIN TO BE REMOVED PRIOR TO END OF MAINTENANCE PERIOD. 2. 4" PERFORATED PVC PIPE SET FLUSH W/ GRADE. (PIPE LENGTH =48 "). WEEDING TO BE DONE ON A WEEKLY BASIS AS A NORMAL PART OF 3. 18" WIDE MIN. AT BASE OF PALM. 4. WASHED PLASTER SAND 100% BACKFILL: MAINTENANCE OF THE PLANTING AREAS, 5. FINISH GRADE. PEST CONTROL TO BE PERFORMED ON AN AS NEEDED BASIS, PER ALL 6. PLANT PIT. LOCAL CODES AND ORDINANCES. 7. ROOTBALL 8. PITCH FLOOR OF PIT TOWARDS SUMP. 9. 6" DIA. X 36" DRY SUMP W/ GRAVEL FILL. 10. DEEP ROOT WATERING SYSTEM. 2 PER TREE MAINTENANCE MANUAL Underground Service Alert Call: Toll Free 1 12 -31 TWO WORKING DAYS BEFORE You DK; CHANGE NO. I PALM TREE PLANTING NO SCALE IGs �nte DI ratede5i n Grou LLF ND5CAPr. AKCHITr-CTC]Kr -- PLANNING _1S 13os MONT1= V15TAAVF,SUITF #6 UFLAND, CAUFOKN1A 91786 Telephone 909. 946.6400 - Facsimile 909, 946. 6466 id 3@earti3linL.net TRIPLE STAKE PLAN VIEW LEGEND 1 1. MULT -TRUNK TREE PER PLAN. 2. WATERING BASIN TO BE REMOVED PRIOR TO 5 END OF MAINTENANCE. PERIOD (REMOVE BASIN IN TURF AREAS. 4 3. DEEP ROOT WATERING SYSTEM. 2 PER 3 10 TREE. 2 4. (3) 2" DIAMETER X 10' LODGE POLE PINE 8 STAKES INSTALL WIDER THAN ROOTBALL. 5 5. CINCH TIE, SECURED TO STAKE WITH GALVANIZED NAILS. 9 ( 7 6. CROWN TO BE V ABOVE FINISH GRADE. 7. ROOTBALL. 11 B. FINISH GRADE. 9. PLANT PIT! BACKFILL PER SPECS. 2 X DIA. 10. PLANTING TABLET - PER SPECS. 11. UNDISTURBED NATIVE SOIL. OF ROOTBALL NOTE: WIDTH & DEPTH INSTALL ARBOR GUARDS @ BASE OF TREES IN TURF AREAS E I MULTI -TRUNK TREE NO SCALE a'� w ILL w 6 I w z a. a. w Z FL NOTE- 1 - COVER MAIN SHOOT COMPLETELY W/ SURROUNDING FRONDS AT TIME OF EXCAVATION. 2. PALM HEIGHT SHALL BE DETERMINED FROM THE NEWEST FROND TO FINISH GRADE. 3. SKINNED TRUNK TO & FROM TOP OF PINEAPPLE NOTE: 18" MIN. CALIPER SIZE AT BASE OF PALM 1. WATERING BASIN TO BE REMOVED PRIOR TO END OF MAINTENANCE PERIOD 2. 4" PERFORATED PVC PIPE SET FLUSH W/ GRADE. (PIPE LENGTH =48 "). 3. 18" WIDE MIN. AT BASE OF PALM. 4. WASHED PLASTER SAND 100% BACKFILL. 5. FINISH GRADE. 6. PLANT PIT. 7. ROOTBALL. 8. PITCH FLOOR OF PIT TOWARDS SUMP. 9. 6" DIAMETER X 36" DRY SUMP W/ GRAVEL FILL. 10. DEEP ROOT WATERING SYSTEM. 11. TIE FRONDS W/ 2 PLY ORGANIC TWINE - TO REMAIN A MIN. OF SIX MONTHS. 12. BROWN TRUNK HEIGHT MEASURED FROM THIS POINT. 13. ENTIRE TRUNK OF PALM TO BE SKINNED. F I PALM TREE PLANTING NO SCALE k 1 1.5XDIAMETER IS9 `/ " ° " "' "' 43i1 L l 4 OF ROOTBALL -III N NOTE' - A. PALM HEIGHT SHALL BE DETERMINED FROM THE NEWEST FROND TO FINISH GRADE. 6 1 =1 I- III -I11= III -111- B. 18" MIN. CALIPER SIZE AT BASE OF PALM -- LEGEND LEGEND 2 X DIA. OF 1. WATERING BASIN TO BE REMOVED PRIOR TO 9. 6" DIA: X 36' DRY SUMP W/ GRAVEL FILL. CONTAINER END OF MAINTENANCE PERIOD. 10. DEEP ROOT WATERING SYSTEM. 2 PER 2. 4" PERFORATED PVC PIPE SET FLUSH W/ TREE. PLANTING TABLET LEGEND CONTAINER \, 3 -5 15 EQUAL GAL. GAL. 1 NUMBER OF 1 �96' 6 -9 ........... (21G) (21G) ........... A A ® . A A A FINISHED GRADE. 6. PLANT PIT. ORGANIC TWINE, 25 -30" LENGTH 4, 9� li � � I1. �•�.4�•e•�O.O�O•�� 5. SCARIFY SURFACE IF GLAZED. ILL w PITCH FLOOR OF PIT TOWARDS SUMP. (21 G) 6. ........... 0000•• ❖AO•.:1 D w�C) e.......... :pp0••,•p••O••.•, NO SCALE ,• I SHRUB PLANTING NO SCALE 2� (QA OF OVER - EXCAVATED AND NOTE: EQUAL (2 TOTAL). RECOMPACTED NATIVE SOIL. ® A A s - A A ® A----------i1 z a 14. 48" DEEP AUGURED HOLE W/ A 3" FOR 24" BOX TREE. CONTRACTOR SHALL INCREASE DIAMETER 12" FOR EVERY PLAN A MIN. OF 18" DIA. FROM TRUNK (MULCH .. i✓ • DIAMETER PERFORATED PIPE AND ADDITIONAL SIZE OF TREE. AREA IS REQUIRED IN ALL PLANTING AREAS). 12 FILL W/ 3/4" MINUS GRAVEL. 2 z 15. TREX BENDER BOARD PLACE IN TURF ESTABLISHED PLANTS (21 GRAM) 8. WATERING BASIN TO BE REMOVED PRIOR TO F- z rn END OF MAINTENANCE PERIOD (REMOVE BASIN 1/2 INCH OF TREE TRUNK DIAMETER USE: 3 a 1. ONE TABLET FOR SLOW GROWING PLANTS LEGEND NOTE: 1. GROUNDCOVER PLANTS. REFER TO PLANTING PLAN FOR REQUIRED w G TREE PLANTING UJI 1L O 8'-0- I NO SCALE 2. HARDSCAPE EDGE SPACING, & TO SPECIFICATIONS FOR I % (SIDEWALK, CURB WALL, ETC). PLANTING METHODS & MATERIALS. 0 U A I GROUNDCOVER SPACING NO SCALE o o• & I F1'J 10 1-1 °J rl5J k 1 1.5XDIAMETER IS9 `/ " ° " "' "' 43i1 L l 4 OF ROOTBALL -III N NOTE' - A. PALM HEIGHT SHALL BE DETERMINED FROM THE NEWEST FROND TO FINISH GRADE. 6 1 =1 I- III -I11= III -111- B. 18" MIN. CALIPER SIZE AT BASE OF PALM -- LEGEND LEGEND 2 X DIA. OF 1. WATERING BASIN TO BE REMOVED PRIOR TO 9. 6" DIA: X 36' DRY SUMP W/ GRAVEL FILL. CONTAINER END OF MAINTENANCE PERIOD. 10. DEEP ROOT WATERING SYSTEM. 2 PER 2. 4" PERFORATED PVC PIPE SET FLUSH W/ TREE. PLANTING TABLET LEGEND CONTAINER 1 3 -5 15 SIZE GAL. GAL. GAL. NUMBER OF 1 2 -3 6 -9 ........... (21G) (21G) ........... 3. FINISHED GRADE. 6. PLANT PIT. ORGANIC TWINE, 25 -30" LENGTH 4, e•,••Opeppe•OeD) li � � I1. �•�.4�•e•�O.O�O•�� 5. SCARIFY SURFACE IF GLAZED. 8. PITCH FLOOR OF PIT TOWARDS SUMP. (21 G) 6. ........... 0000•• ❖AO•.:1 D I CROSS PALMS e.......... :pp0••,•p••O••.•, NO SCALE ,• I SHRUB PLANTING NO SCALE Lot OF OVER - EXCAVATED AND NOTE: EQUAL (2 TOTAL). RECOMPACTED NATIVE SOIL. INSTALL T DIAMETER RING OF MULCH @ BASE OF TREES IN TURF AREAS ONLY 6. 3" COVERING OF MULCH AS SPECIFIED ON TREE 14. 48" DEEP AUGURED HOLE W/ A 3" FOR 24" BOX TREE. CONTRACTOR SHALL INCREASE DIAMETER 12" FOR EVERY PLAN A MIN. OF 18" DIA. FROM TRUNK (MULCH .. i✓ • DIAMETER PERFORATED PIPE AND ADDITIONAL SIZE OF TREE. AREA IS REQUIRED IN ALL PLANTING AREAS). FILL W/ 3/4" MINUS GRAVEL. 7. CROWN TO BE 1" ABOVE FINISHED GRADE. 15. TREX BENDER BOARD PLACE IN TURF ESTABLISHED PLANTS (21 GRAM) 8. WATERING BASIN TO BE REMOVED PRIOR TO AREAS ONLY. 0 END OF MAINTENANCE PERIOD (REMOVE BASIN 1/2 INCH OF TREE TRUNK DIAMETER USE: TURF AREAS). 1. ONE TABLET FOR SLOW GROWING PLANTS 0.1 e 27WO TABLETS FOR FAST- GROWING PLANTS OR POOR SOIL SITUATIONS. k 1 1.5XDIAMETER IS9 `/ " ° " "' "' 43i1 L l 4 OF ROOTBALL -III N NOTE' - A. PALM HEIGHT SHALL BE DETERMINED FROM THE NEWEST FROND TO FINISH GRADE. 6 1 =1 I- III -I11= III -111- B. 18" MIN. CALIPER SIZE AT BASE OF PALM -- LEGEND LEGEND 2 X DIA. OF 1. WATERING BASIN TO BE REMOVED PRIOR TO 9. 6" DIA: X 36' DRY SUMP W/ GRAVEL FILL. CONTAINER END OF MAINTENANCE PERIOD. 10. DEEP ROOT WATERING SYSTEM. 2 PER 2. 4" PERFORATED PVC PIPE SET FLUSH W/ TREE. PLANTING TABLET LEGEND CONTAINER 1 3 -5 15 SIZE GAL. GAL. GAL. NUMBER OF 1 2 -3 6 -9 TABLETS (21G) (21G) (21G) / O DOUBLE STAKE PLAN VIEW 21 -GRAM GRADE. (PIPE LENGTH =48 ). 11. FRONDS TIED PRIOR TO INSTALLATION LEGEND 3. 18" WIDE MIN. AT BASE OF PALM. WITH ORGANIC TWINE. FRONDS TO 1. SET CROWN 1" ABOVE GRADE. 4. WASHED PLASTER SAND 100% BACKFILL. REMAIN TIED FOR 3 MONTHS, MIN. 2. WATER BASIN REMOVE PRIOR TO END OF MAINTENANCE PERIOD. 4" ABOVE GRADE. 5. FINISH GRADE. 12. CROSSED PALMS TIED WITH 5/8" 3. FINISHED GRADE. 6. PLANT PIT. ORGANIC TWINE, 25 -30" LENGTH 4, PLANTING TABLET. REFER TO PLANTING TABLET LEGEND. 7. ROOTBALL, REQUIRED. 5. SCARIFY SURFACE IF GLAZED. 8. PITCH FLOOR OF PIT TOWARDS SUMP. (21 G) 6. UNDISTURBED SOIL. D I CROSS PALMS (21 G) NO SCALE B I SHRUB PLANTING NO SCALE / O DOUBLE STAKE PLAN VIEW 21 -GRAM I 10 -GRAM CONTAINER SIZE 1 GAL. 3 GAL. 5 GAL. 1 15 GAL. 24" BOX 36" BOX 48" BOX I WELL ROOTED r�., 2. TREE ROOTBALL V ABOVE GRADE FOR 5 & 15 .r�..�. PREPARED BACKFILL PER 1 1/2 X DIAMETER GAL. TREES 3" ABOVE GRADE FOR 24" BOX DATE AGRONOMIC SOILS REPORT. LINERI RECOMMENDED 1 2-3- 2 -3 7 -10 15 -24 2- 6 30-48 2 QUANTITY OF (21 G) (21 G) (21 G) (21 G) (21 G) (21 G) (21 G) (10 G) PLANT TABLETS JN 12006 -12008 Cigdpts 5. 2" LODGE POLE PINE STAKE OR APPROVED OF OVER - EXCAVATED AND NOTE: EQUAL (2 TOTAL). RECOMPACTED NATIVE SOIL. PREVAILING WIND ,� NOTE: STAKES SHALL BE PLACED SO THAT PREVAILING WINDS 3� COVE TREE BETWEEN STAKES. 1 LEGEND HEALTH ® 1. RRWS -BCG02 DEEP ROOT WATER. 2 PER TREE. g. FINISHED GRADE. 13 - - III: SEE IRRIGATION LEGEND. OMIT IN TURF AREAS. 10. PLANT PIT/ BACKFILL MIX PER SPECS. r�., 2. TREE ROOTBALL V ABOVE GRADE FOR 5 & 15 .r�..�. PREPARED BACKFILL PER 1 1/2 X DIAMETER GAL. TREES 3" ABOVE GRADE FOR 24" BOX DATE AGRONOMIC SOILS REPORT. OF ROOTBALL TREES -TAPER ROOTBALL FROM TRUNK TO 11. PLANTING TABLET. PER AGRONOMIC WIDTH AN DEPTH FINISHED GRADE. ■ SOIL REPORT. LPD.1 3. ALL TREES SHALL BE DOUBLE STAKED. 12. SLOPE PLANT PIT TOWARDS CENTER 11600 -G 4. V.I.T. TWIST BRACE TO BE USED WITH V OF AUGURED PIT. 14 DRYWALL SCREWS. 13. UNDISTURBED NATIVE SOIL 12" ZONE JN 12006 -12008 Cigdpts 5. 2" LODGE POLE PINE STAKE OR APPROVED OF OVER - EXCAVATED AND NOTE: EQUAL (2 TOTAL). RECOMPACTED NATIVE SOIL. INSTALL T DIAMETER RING OF MULCH @ BASE OF TREES IN TURF AREAS ONLY 6. 3" COVERING OF MULCH AS SPECIFIED ON TREE 14. 48" DEEP AUGURED HOLE W/ A 3" FOR 24" BOX TREE. CONTRACTOR SHALL INCREASE DIAMETER 12" FOR EVERY PLAN A MIN. OF 18" DIA. FROM TRUNK (MULCH .. i✓ • DIAMETER PERFORATED PIPE AND ADDITIONAL SIZE OF TREE. AREA IS REQUIRED IN ALL PLANTING AREAS). FILL W/ 3/4" MINUS GRAVEL. 7. CROWN TO BE 1" ABOVE FINISHED GRADE. 15. TREX BENDER BOARD PLACE IN TURF ESTABLISHED PLANTS (21 GRAM) 8. WATERING BASIN TO BE REMOVED PRIOR TO AREAS ONLY. FOR EACH 12 -18 INCHES OF PLANT HEIGHT OR SPREAD, OR FOR EACH END OF MAINTENANCE PERIOD (REMOVE BASIN 1/2 INCH OF TREE TRUNK DIAMETER USE: TURF AREAS). 1. ONE TABLET FOR SLOW GROWING PLANTS e 27WO TABLETS FOR FAST- GROWING PLANTS OR POOR SOIL SITUATIONS. G TREE PLANTING I NO SCALE DESCRIPTION APPROVE DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL CITY OF ENCINITAS POINT NUMBER 1031 STATION NAME: ENC -31. 2.5" CITY OF ENCINITAS BRASS DISC IN THE SCALEL: AS NOTED NORTHWEST CORNER OF DRAINAGE BOX ON NORTH SIDE OF ENCINITAS BOULEVARD AND 700 FEET EAST OF WESTLAKE STREET. ELEVATION = 182.995 FEET (NAVD88) x ��D CURB AND GUTTER V- MINIMUM DIAMETER LIMITED ONLY BY ROOT BALL ON NEW INSTALLATIONS, PROADED W IS "6IN. (152MM) W- 6IN (152MM) MINIMUM IF STRATUM OF -" e B BED ROCK HARD PAN OR WATER EXISTS SIDEWALK x' X- 10 FT. (3M) RECOMMENDED OR CONTINUOUS IF PLANTINGS ARE 420 FT. IBM) APART PLAN Y- LIMITED ONLY WITH RETROFIT INSTALLATION ROOT TRIMMING (TREE STABILITY) - Z -2 FT. (OAM) MINIMUM (1.2M) OR G Y Y GREATER RECOMMENDED TER DISTRICT R COUNTY OF SAN DIEGO DE DATE SIGN DATE SIGN SIGNATURE EXPIRES 2 YEARS FROM DATE - ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT RECOMMENDE • APP LANDSCAPE PLANTING DETAILS FOR: M IN -N -OUT BURGER RESTAURANT MASIH MAHER 042518 GLENN PRUIM C52174 130 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. ENGINEERI G U CWO KS DIRECTOR APN'S 258 - 112 -24, 258 - 112 -23, 258 - 112 -22 DATE DATE it PLANNING CASE NO: 12 -162 MUP /DR/CDP HEALTH ® • • � � p \G "G` \G` \G/` \G` %JG " �� %ZG`ZGZG` \G\ i •: - � � • 0 ,�? �; OJGJ ✓i�/J ✓iJ ✓iJGJ i�G�G�G`J` ✓i; r�., r ?:r -.: pOi ✓`GJ ✓iJOQi ✓OGJ. 'rJi,¢i ✓\\GJG\ � .r�..�. OJGOGJ 0 \ \ /i \ \GJ /i \ \ /iJ/l\�J p�G�G /�G,`\ /OG1 /Jl�� •q `�`�: _ DATE Na 7i"ii� ... ✓ OG�/ JGJ° p'/ �G�/\ �✓ JGp/✓ �✓ �JG�� ✓JGO / ✓6 ✓ /���OGJ ✓ /� /OG\OG� / ✓OG� �oGOG�G- A • ✓"✓ JT` �JiJ�Ji\`✓`` i✓ JiJIJiJi ``i \` ✓J�JiJiJ ✓Ji` \iJ ✓ "i�`i�`l IJTi\`5"i "iJiJi _Q ■ LPD.1 "z zo lyz 11600 -G SHEET 24 OF 24 JN 12006 -12008 Cigdpts �.In JG�` • pJGJ" i✓ Y�iJ��GJ�J�JG9GJ ✓�i�iJ�J�ii�i` /i��'�"��C��ir `� :� .11ll!l!l!Nllll! / /ll / / ✓IIGG ✓l. .. i✓ • e FIBERWEB . BARRIER .. TER DISTRICT R COUNTY OF SAN DIEGO DE DATE SIGN DATE SIGN SIGNATURE EXPIRES 2 YEARS FROM DATE - ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT RECOMMENDE • APP LANDSCAPE PLANTING DETAILS FOR: M IN -N -OUT BURGER RESTAURANT MASIH MAHER 042518 GLENN PRUIM C52174 130 CALLE MAGDALENA, 305 AND 325 ENCINITAS BLVD. ENGINEERI G U CWO KS DIRECTOR APN'S 258 - 112 -24, 258 - 112 -23, 258 - 112 -22 DATE DATE it PLANNING CASE NO: 12 -162 MUP /DR/CDP HEALTH 0 o' < DATE Na DRAWING NO. z _Q LPD.1 "z zo lyz 11600 -G SHEET 24 OF 24 JN 12006 -12008 Cigdpts �.In