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2012-11182 G (Plans)GRADING NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND E SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "REPORT OF PRELIMINARY GEOTECHNICAL INVESTIGATION, MOONLIGHT BEACH MASTER PLAN ", DATED SEPTEMBER 27, 2011, THE LETTER ENTITLED SOIL PERMEABILITY CHARACTERISTICS,MOONLIGHT BEACH MASTER PLAN, B STREET, ENCINITAS, CALIFORNIA ", THE LETTER ENTITLED "ADDENDUM TO GEOTECHNICAL REPORT, MOONLIGHT BEACH MASTER PLAN, ENCINITAS, CALIFORNIA" PREPARED BY CHRISTIAN WHEELER ENGINEERING, AND THE LETTER ENTITLED "SECOND ADDENDUM TO GEOTECHNICAL REPORT, MOONLIGHT BEACH MASTER PLAN, B STREET ENCINITAS, CALIFORNIA" PREPARED BY CHRISTIAN WHEELER ENGINEERING. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5.30 P.M. AND 7.30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT' CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 11182 -6 HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE 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 SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE 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 MATERIAL. AS BUILT I ENCINITAS FIRE PROTECTION DIST. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD (760) 623 -2770 B. GAS & ELECTRIC - SDG &E (800) 422 -4133 - DIG ALERT C. WATER - SDWD (800) 422 -4133 - DIG ALERT D. TELEPHONE - SBC (800) 422 -4133 - DIG ALERT E. CABLE TV - COX (800) 422 -4133 - DIG ALERT 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE. (760) 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. SOILS ENGEVEER'S CERTlffCATE I, .O//J /6L 0. 400 REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS DATES TC0- 41TANDAS' i (. �BY ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER, FURTHERMORE, I HAVE REVIEWED THESE RADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS I DED IDP7THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORAT D G PLANS AND SPECIFICATIONS. SIGNED: RCE NO.: EXP. DATE: CHRISTIAN WHEELER ENGINEERING sa? 3980 HOME AVENUE 1 a SAN DIEGO, CA 92105 REPORT NO. 2110293.01_ PHONE: (619) 550 -1700 WATER NOTES (SAN DIEGUITO WATER DISTRICT) 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) . 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY FIRE HYDRANT METERS VALVES VALVE BOX ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. B. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. NOTES: 1. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY LINE IS. 2. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 3. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. 4. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. SAN DMGUI'TO WATER ENCINITAS PARES & y / RECOMMENDED: W LI M G. MACK DA E L� !�%` R.C.E. NO. 73620 �7� 7?� EXP. 12/31/MIq DATE 'DATE SIGN) REVISIONS APPROVED DATE REFER CES DATE ggN('EMIARK SCALE ' WILT \�'S• If-5 / CITY OF ENCINITAS CONTROL POINT ENC -33 2.5" CITY OF ENCINITAS BRASS DISC IN - CURB ON THE SOUTH SIDE OF THE PARKING HORIZONAL -N /A -_ LOT FOR THE CITY OF ENCINITAS SWAMIS PARK IN RED CURB NORTH OF RESTROOMS - - AS SHOWN ON RECORD OF SURVEY NO. 18416. VERTICAL N/A -DATE: I � KIZI_zIIZCC] REVIEWED BY. - DATE. NOTES CONTINUED: 5. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. SEWER NOTES ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAND DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISION' 1. TRENCH WIDTH SHALL BE PER SDRSD NO.S -4 UNLESS OTHERWISE NOTED. 2. PIPE AND BEDDING CONDITIONS (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 314 INCH CRUSHED ROCK BENEATH THE PIPE. (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND GRAVEL, CRUSHED AGGREGATE, NATIVE FREE- DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE 314 INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER SDRSD NO.S -17. POURED IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT THE TIME OF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH B -INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERALS SHALL BE PER SDRSD NOS.S -13 AND S -14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLES. 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS SHALL BE PER SDRSD No.S -10, TYPE A. 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH MINIMUM COVER. B. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS, PRIOR TO ACCEPTANCE OF WORK. 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. (760) 633 -2770. 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHT OF WAY. 13. THE CONTRACTOR SHALL, AND HEREBY DOES, GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT. 14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT OF WAY OR EASEMENTS. 15. "AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. 16. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS AND MAY BE REQUIRED TO DEDICATE ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. 17. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO CONNECTION TO SYSTEM. LANDSCAPING 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. ENVIRONMENTAL NOTES: 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 2:1 BMP STATUS: PRIORITY PROIB APPROVALS I ENCINITAS PUBLIC WORKS DEPT. REVIEWED 9Y. ' DATE: A / DEVELPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURVCES CONTROLL BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORMWATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NOV SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS, FURTHER, A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECIEVED. NOI # WCIlVITY MAP NTS I I _ B SHEET I� I APN J _ I j 258- 042 -30 I I r� � 1 �. PAGIFI PROPOSE ` OCEAN UMITOFWtW a MOONLIGHT I I ry I , BEACH c �p I APN258 - 054-01 SEEM � � 1 L- ►i -�sr.- - 1 ' APN 258- 074-25 1 s y y 1 II MOTE 1 LIMITS OF OV@a EXCAVATI(>fV PER PRIIECT SOILS FOMT DCLWE ALL Af>EA.S WIMDV Rt#OPDSED LDM1T OF NaW MERE BUILDING AND FLATWOW ARE PROPOSED. KEY MAP NTS STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. WILLIAM G. MACK DATE RCE No. 73620 QPOF� ?SION,, PASCO LARET SUITER & ASSOCIATES ,,v, 535 N. COAST HIGHWAY 101 �n 3~ SOLANA BEACH CA, 92074 No. 73620 PLSA 1917 Exp. 12/31/12 ucniurvcu_ or _ unwnn or uncuncu or _ A1f1fDo`)AT C WGM WGM WJS L" PM ♦ ALS PLANS PREPARED UNDER THE SUPERVISION OF RECOMM €NDED:5 APP OVER' iBY �i/ DATE: 7 a f m a : _/V ��" �` R.C.E. N0. 73620 MASIH MAHER GR G SH LDS WILLIAM G. MACK EXP. 12 -31 -12 DATE: _4' /10/_12 DATE e r DEVELOPER CITY OF ENCINITAS 505 S. VULCAN AVENUE ENCINITAS, CA 92024 SITE ADDRESS 400 B STREET ENCINITAS, CA. 92024 A.P.N : 258 - 042 -30, 259- 054 -01 OFFICE 'TT, APPROVED NIC ONLY Reviewec oy _ __y,. _ - '7 ��r��+i!i�?�ct?F?fit tic�sssf�f�p}�t &��#�niRt3.6 s,ball he available on the project site at ail ti ilps ESTIMATED EARTHWORK QUANTITIES 2. 100 CUBIC YARDS EXCAVATION (CUT) 400 CUBIC YARDS EMBANKMENT (FILL) 1,700 CUBIC YARDS EXPORT 6,100 CUBIC YARDS REMEDIAL GRADING * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS CONTRACTOR SHALL SATISFY SELF THAT, ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR REMOVAL AND RECOMPACTION DEPTHS. LEGEND S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS (EXCLUDING ANY EXISTING MAN MADE SLOPES). 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 12.0 FT -Y - AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 1.0 FT 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C. F.) = 2.3 FT EROSION CONTROL PLAN 9 OF CUT AREA OF CUT S.F. 3. B.) AVERAGE DEPTH = VOLUME OF FILL (C. F.) = 0.1 FT PROPOSED BUILDING FOOTPRINT OF FILL AREA OF CUT (S.F.) 4. TOTAL DISTURBED AREA = 1.25 ACRES BMP STATUS: PRIORITY PROIB APPROVALS I ENCINITAS PUBLIC WORKS DEPT. REVIEWED 9Y. ' DATE: A / DEVELPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURVCES CONTROLL BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORMWATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NOV SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS, FURTHER, A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECIEVED. NOI # WCIlVITY MAP NTS I I _ B SHEET I� I APN J _ I j 258- 042 -30 I I r� � 1 �. PAGIFI PROPOSE ` OCEAN UMITOFWtW a MOONLIGHT I I ry I , BEACH c �p I APN258 - 054-01 SEEM � � 1 L- ►i -�sr.- - 1 ' APN 258- 074-25 1 s y y 1 II MOTE 1 LIMITS OF OV@a EXCAVATI(>fV PER PRIIECT SOILS FOMT DCLWE ALL Af>EA.S WIMDV Rt#OPDSED LDM1T OF NaW MERE BUILDING AND FLATWOW ARE PROPOSED. KEY MAP NTS STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. WILLIAM G. MACK DATE RCE No. 73620 QPOF� ?SION,, PASCO LARET SUITER & ASSOCIATES ,,v, 535 N. COAST HIGHWAY 101 �n 3~ SOLANA BEACH CA, 92074 No. 73620 PLSA 1917 Exp. 12/31/12 ucniurvcu_ or _ unwnn or uncuncu or _ A1f1fDo`)AT C WGM WGM WJS L" PM ♦ ALS PLANS PREPARED UNDER THE SUPERVISION OF RECOMM €NDED:5 APP OVER' iBY �i/ DATE: 7 a f m a : _/V ��" �` R.C.E. N0. 73620 MASIH MAHER GR G SH LDS WILLIAM G. MACK EXP. 12 -31 -12 DATE: _4' /10/_12 DATE e r DEVELOPER CITY OF ENCINITAS 505 S. VULCAN AVENUE ENCINITAS, CA 92024 SITE ADDRESS 400 B STREET ENCINITAS, CA. 92024 A.P.N : 258 - 042 -30, 259- 054 -01 OFFICE 'TT, APPROVED NIC ONLY Reviewec oy _ __y,. _ - '7 ��r��+i!i�?�ct?F?fit tic�sssf�f�p}�t &��#�niRt3.6 s,ball he available on the project site at ail ti ilps ESTIMATED EARTHWORK QUANTITIES 2. 100 CUBIC YARDS EXCAVATION (CUT) 400 CUBIC YARDS EMBANKMENT (FILL) 1,700 CUBIC YARDS EXPORT 6,100 CUBIC YARDS REMEDIAL GRADING * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS CONTRACTOR SHALL SATISFY SELF THAT, ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR REMOVAL AND RECOMPACTION DEPTHS. LEGEND S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS - SITE BOUNDARY - - /t ' RIGHT -OF -WAY CENTERLINE ONSITE WET UTILITY PLAN -Y - GRADING PLAN BASE BID EXISTING CONTOURS - - - - - - -- EXISTING STORMORAIN 7 STRIPING DETAILS EXISTING WATER MAIN EROSION CONTROL PLAN 9 W EXISTING SEWER MAIN - S PROPOSED CONTOURS 24 PROPOSED BUILDING FOOTPRINT PROPOSED RETAINING WALL PROPOSED HARDSCAPE AREA PROPOSED BROW DITCH �>a PROPOSED COBBLE LINED SWALE PROPOSED RIP -RAP PROPOSED RCP STORMORAIN SIZE PER PLAN LIMIT OF WORK LIMIT OF GRADING W W PROPOSED PVC SEWER S SIZE PER PLAN PROPOSED ONSITE WATERLINE W SIZE & MATERIAL PER PLAN PROPOSED SAWCUT LINE r , , , r PROPOSED BAP AREA - - -_,. __---- EXISTING WALL EXISTING SEAWALL CUT SLOPE y y GRADE BREAK -- - - - - - - PROPOSED STORMORAIN CLEANOUT © PROPOSED CURB INLET TYPE A' W/ WING OPENING LENGTH PER PLAN PROPOSED 6" PCC CURB PROPOSED LUG CONNECTION ❑ PROPOSED DRIVEWAY ENTRANCE PROPOSED PEDESTRIAN RAMP A_I\ TRENCH RESURFACING = =\ S BLDGIWALL PVC SUBDRAIN - ______________ SIZE PER PLAN PROPOSED SEWER MANHOLE DESCRIPTION SHEET TITLE SHEET & GENERAL NOTES 1 DEMOLITION PLAN 2 ONSITE WET UTILITY PLAN 3 GRADING PLAN BASE BID 4 & 5 GRADING PLAN BID ALTERNATE 6 SECTIONS AND DETAILS 7 STRIPING DETAILS 8 EROSION CONTROL PLAN 9 EXISTING ONSITE PROPOSED ONSITE IMPERVIOUS AREA IMPERVIOUS AREA (EXCLUDING ROOFTOPS) (EXCLUDING ROOFTOPS) 37.608 SF HAROSCAPE BASE BID 37,02B SF HARDSCAPE 3EL630 SF HARDSCAPE BID ALT PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 N Coast Highway ICI Ste A Solana Beach, CA 92075 ph 858,259.8242 I ffz 858.259.4512 1 plsaengineeringxom CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. GRADING PLAN FOR. MOONLIGHT STATE BEACH 11182 -G IMPROVEMENTS CASE NO. 11 -166 MUP/DR/CDP A.P.N. 258- 042 -30, 259 - 054 -01 SHEET 1 OF 9 f WILLIAM G. MACK R.C.E. NO. 73620 EXP. 12131111?' I y S64 04322"W _91.65' (- 1 6j I1 � 11 °z 1 `' \ s, Bs \ 1 1 r> ' r 'LI ° 01 ' cn 1 1 6y 6.B ,j rn N Tne `,511, �1 51?, B 6, It 163 °6> ,49 1 / 3If AT >' l " R]9y AlC XISTING -Fk X� 1�2 (1P EX TING 8 "VCP QB ULVERTS TO I`iEMAIN / SEW MAIN TO FMAI i R a • i EXISTING SEWER MH`s& ING BUILDI G TO REMAIN TO BE REMOVE&, ER / ARCH. PLANS A$'.1 / APPROXIMATE LOCATION {�I OF TO BE ABAN EXISTING By SEWER Li *j �! SDRSV WP- 030NED —Ei// \ EXIST.NN' TO BE REMO! EX TING SEWER \ ,a, I I F, &, V!- �J SDR WP-6 LF t EXISTINGBSTRE PROTECT IN PLACE EXISTING SEWER ,TO BE VED EXISTING SEWER T0-1 I ,a, BE ABANDONED PER i 56PSD WP -03= 1Q, LF t EXISTING SEWER'�MH --1 TO „BE REMOLD i EXISTING TREE I I PROTEP'T IN PLACE MOONLI GHT 4a EXISTING SEWER BEA H I TO BE ABANDONED�� ,3 PER SDRSD` WP-03 UMT OF NIM ME GRADING'f�.AlV 1 SHEETS 4, 5 & 6 APPROXIMATE LOCATION Q' 1 ,6 OF EXISTING WATER LINE TO BE ABANDONED PER SDRSD WP-03 "87LFt FOR 19ASE BID S�WCUT EX. AC PAVING ALONG a' BID ALTIRNATE LINE. SEE LANDSCAPE PLANS; Q �OR NEW PAVEMENT DETAIL'S a / I I se Qs .1 . f B> I I 1 1 I xFL I Z 1 I STAT R M i ® °I 1 • PI c Zrj / ®tUSN EXISTING AC BERM TO BE REMOVED r 1 \ / �'�22 LF�t' \.o 'BUJ \' cl (BID /ALT) ' SANPUT EXISTING SAC P ti'�IIND & 7VERLAY A ENE E4 T 'PROVIDE1 1 SM007H TRANSITION TN STING L PAVING. fEA,DETAIL SI-EE �� i�ASE QI �1 BE F I I 804, 3PL }CAD OL S T! EXTL AWI I fYG.'6RRIND� pl & ` S SMOOTH TRANS ZO �0 PRQVIDE I7AV #Z. PER DETQj� T G 1, ��M!�Sni1 A Hd �1� I D. I � 6 aS8 ' A Hd �1� I D. 6 aS8 z \` T- ' A D. 6 aS8 DEMOLITION PLAN SCAM 1"=409 30— a LEGEND SITE BOUNDARY RIGHT -OF -WAY CENTERLINE LIMIT OF WORK EXISTING SEWER TO BE REMOVED &/OR ABANDONED EXISTING WATER TO BE REMOVED & /OR ABANDONED EXISTING CURB/BERM TO BE REMOVED EXISTING PAVING TO BE REMOVED EXISTING BUILDING TO BE REMOVED BID ALTERNATE LINE CLEAR & GRUB EXISTING PALM TREE TO REMAIN PROTECT IN PLACE E w w w w w w w w w w w w w w w w w w w w w w w w w SO UTILITY ABANDOAWNT / 1. ALL LWERGROUND UTILITIES TO BE ABAAVOAED BEAEATH ANY PROPOSED STRUCTURES SIALL BE REMOVED FROM WITHIN 10 FT OF STRUCTURE AND PROPERLY CAPPED OFF PER SORSO NP-03 TO THE SATISFACTION OF CITY I /. Wi' _ N ► t DUPING CONSTRUCTION A MINIMUM 16 —FOOT WIDE ENTRY DRIVEWAY SHALL BE PROVIDED AT ALL TIMES AT B STREET ENTRANCE ANA] /OR C STREET ENTRAIN WITH A MINIMUM OF ONE ENTRYWAY TO THE BEACH AVAILABLE AT ALL TIMES. THE ACCESS ROAD (AT BEACH LEVEL) LEADING FROM B STREET TO C STREET SHALL BE MAINTAB ED AT A MIND” 16 FEET WIDE UNTIL SUCH TIME THAT THE ROAD IS WIDEAED TO FINAL WIDTH OF 24 FEET. THE TEM30RARY EMERGENCY ACCESS ROAD SHALL BE ALL WEATHER SLWACE AND SUPPORT WEIGHT FOR A FIRE APPARATUS (7x000 LBS). GRAPHIC SCALE 1 " =40' 0 40 80 120 OFFICE OF THE STATE FIRE MARSHAL APPROVED F1 AN IC ONLY Reviewed by APR 2 7 2012 Approval ofthisplan does not ■ dW not approve any omission or deviation � applicabict'a lations Finai *Wool Is§nbjmt Eli Meld inspection One sat of i�pr 1 1irin: ,bell be available on the oreiee site at s i tip e, ■ I ' i ■ ■ & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 585 N Coast Highway ail Ste A Solana Beach, CA 92075 ply 858.259,8212 1 ffa 858,259,94812 1 p1saengineeriog.com REVISIONS APPROVED DATE R F R CE DATE $ENCE MARK SCALE PLANNING & $jJIL,DdNG nESWGM o sv oawGM ey cHEWJESD ey "pRpV CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N®. d�l CITY OF ENCINITAS CONTROL POINT ENC -33 PLAN PR PAR D UNDER THE SUPERVISION OF RECOMMENDED: APP OVED' DEMOLITION PLAN FOR.' 2.5" CITY OF ENCINITAS BRASS DISC IN A VI WED BY:' 7�7� T/����'+ STATE BEACH CURB ON THE SOUTH SIDE OF THE PARKING HORIZONAL __,1 " =40' DATE: W%► BY: � I ' MOO1�ILlt. I S A E 17lii"�l.H 11182 ®G LOT FOR THE CITY OF ENCINITAS SWAMIS 1/ , q - MASIH AHER GREG SH LOS RO Yri1Y11rlr 1 S PARK IN RED CURB NORTH OF RESTROOMS, \ .112 R.C.E. NO. 73620 - AS SHOWN ON RECORD OF SURVEY N0. 18416. VERTICAL N/A DAT : W LLIAM G. MACK EXP. 12 -31 -12 DATE: _ DATE �� �`�'�� DATUM: NAVD88 ELEV.: 85. 081 ' �� -(���� CASE NO. 11 -166 MUP/DRICDP A.P.N. 258 - 042 -30, 259 - 054 -01 SHEET 2 OF 9 .J61-4322-If 9IB5' \\ \0\\\\\\\\�,�'\� 1 ae \ 1 r 1 \ \\ 1 AEXJSTTAFr EXISTIPX MANHOLE' Z e / / /i / /I /�i / /I /I a¢ ❑ TO fiE f VEA I / — w •: / )¢, , it Il,r NoIII�ji�1';P SP 1 1 1 I i l l l l l STA N I 1 i tl ti 1 tl t it I I / L�ATT CA + 1 1 I •. I I B i l l ae It '¢ 11 MOONL�tT I I I ¢; M I 1 at I� I l l l l t I 2f7d.30 jA ALL' � PE A° CL o-s 1 1 a, Ir 11 1 ri 1 = 4.69 1 1 r ' 1 11 VIII -- D6TALL 1" 1 t 1 1 I l l l i I A£CHANCA 1 � COMEE W R a YNST)ALL 37 t- T 1 t l I li l 3 L� . I ;I 8 � 1 1 t IWTALL � lI('"'l C TWAT SERVI( iid EXI�7jIIIhhhYYY555 LlfiEt�l Fv 1 1 6'ST,kTIaq > ,r STA /�z \ 6 .' AGIALL 6` PVC SEWER 3A/ JI LATERAL TO BUB.D1% (� PER SORSO SS -1 STA 2+770 / INSTALL 6" PVC SEWER LATERAL TO BUIILDBE 2s 6.52 PER SS -1 ALL 6° PVC SEWER TO BUILDING DRSO SS -1 STA 3 +03.38 INSTALL 6" PVC MiER,,, LATERAL TO BURD1N6 PER SLR SS-i / STA 3+30.44 7WTd1 I 9FI&M UAt&n F .�- +\ Lp <, 1 AND \ SEWER\ 1 U T)4pL- M i miNT� -� I GRAPHIC SCALE 1 — F� I I 1\ �I111111/ � 40 80 I 20 1 AS BUILT I I ,. I I II1j1111 / T ♦T ' Sza LINE LENGTH BEARING REMARKS 1 83.00' N34 *31'17"W 18" RCP 1350D 2 \• N32 24 22"W 24" RCP 1350D J Tr N7 °16 26W 30" RCP 1350D 4 9.92' IPJ 30" RCP 1350D 5 34.13' .N57 °1253'E 24" RCP 1350D 6 39.98' N57 °1253'E 24" RCP 1350D 7 94.40' N60 *2536" 4" PVC 8 60.20' N66 °4721 "W 6" PERFORATED PVC 9 T ♦T ' Sza PROFILE - STORMDRAIN "A" HORIZONTAL SCALE 1"=40" VERTICAL SCALE 1 " =8' PROFILE - SEWER MAIN AAVA'% ~AN A � Vim^ • 1 _T/ VERTICAL SC)% Mrp= sT"TE: FIRE MAKSMAL WEIR MEE 11 ! 11 1 PRORLE STORMDRAIN i i E:1 5TORM12RAIN DATA LINE LENGTH BEARING REMARKS 1 83.00' N34 *31'17"W 18" RCP 1350D 2 84.30' N32 24 22"W 24" RCP 1350D 3 Tr N7 °16 26W 30" RCP 1350D 4 9.92' N28 °31'17 "W 30" RCP 1350D 5 34.13' .N57 °1253'E 24" RCP 1350D 6 39.98' N57 °1253'E 24" RCP 1350D 7 94.40' N60 *2536" 4" PVC 8 60.20' N66 °4721 "W 6" PERFORATED PVC 9 p N73 *08'38 'E 6" PVC I i - N16 51'20 "W PROFILE - STORMDRAIN "A" HORIZONTAL SCALE 1"=40" VERTICAL SCALE 1 " =8' PROFILE - SEWER MAIN AAVA'% ~AN A � Vim^ • 1 _T/ VERTICAL SC)% Mrp= sT"TE: FIRE MAKSMAL WEIR MEE 11 ! 11 1 PRORLE STORMDRAIN i i E:1 5TORM12RAIN DATA LINE LENGTH BEARING REMARKS 1 83.00' N34 *31'17"W 18" RCP 1350D 2 84.30' N32 24 22"W 24" RCP 1350D 3 Tr N7 °16 26W 30" RCP 1350D 4 9.92' N28 °31'17 "W 30" RCP 1350D 5 34.13' .N57 °1253'E 24" RCP 1350D 6 39.98' N57 °1253'E 24" RCP 1350D 7 94.40' N60 *2536" 4" PVC 8 60.20' N66 °4721 "W 6" PERFORATED PVC 9 \ N73 *08'38 'E 6" PVC I 13.30' - N16 51'20 "W / PROFILE - STORMDRAIN "A" HORIZONTAL SCALE 1"=40" VERTICAL SCALE 1 " =8' PROFILE - SEWER MAIN AAVA'% ~AN A � Vim^ • 1 _T/ VERTICAL SC)% Mrp= sT"TE: FIRE MAKSMAL WEIR MEE 11 ! 11 1 PRORLE STORMDRAIN i i E:1 5TORM12RAIN DATA LINE LENGTH BEARING REMARKS 1 83.00' N34 *31'17"W 18" RCP 1350D 2 84.30' N32 24 22"W 24" RCP 1350D 3 301.22' N7 °16 26W 30" RCP 1350D 4 9.92' N28 °31'17 "W 30" RCP 1350D 5 34.13' .N57 °1253'E 24" RCP 1350D 6 39.98' N57 °1253'E 24" RCP 1350D 7 94.40' N60 *2536" 4" PVC 8 60.20' N66 °4721 "W 6" PERFORATED PVC 9 1.75' N73 *08'38 'E 6" PVC O WATER DATA LINE LENGTH BEARING REMARKS 1 104.15' N7 °4741 "W 2.5" COPPER 2 161.33' Na 754'03 "W 2.5" COPPER 3 66.10' N8 54'03 "W 1.5" COPPER 4 160.17' N24 *38'09"E 1.5" COPPER 5 59.79' N7� °O8 40 E 1.5" COPPER 6 53.16' NBI °05'57 "E 2.5" COPPER 7 30.67' N77 °52 55 "W 2.5" COPPER 8 4.00' N55 '4255"W 2.5" COPPER 9 23.64' N62 *41'10"W 1 " COPPER (BID ALT) 10 13.30' - N16 51'20 "W 314" COPPER BID ALT) SEWER DATA LINE LENGTH BEARING REMARKS 1 226.44 ' N8 °54'03 "W B" PVC 2 167.18' N24 °38'09'E 8" PVC ONSITE WET UTILITY PLAN H °�°W�. SCALE 1 "84°° WILL AM MAC GATE CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING R.C.E. N0. 73620 VERTICAL SCAT ' 1 " =8' 535 YS Coast 1H[i8➢axray Il ®Il Ste A S ®iaIIla Beach, dd,W 92 075 EXP. 12131,710=1 SCALE 1 "=40" gE 858.259.8212 1 ffa 858.259.4812 I p1saenginee ing.com REVISIONS APPROVED DATE REFS NC DATE BENCE ARK SCALE PLANNING & BUILDING oesWGM o sr oAWCM eY __ „___,.._cHew is ar APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. jA AS IlT __ ( •Sx __ _ P12117 _'S CITY OF ENCINITAS CONTROL POINT ENC -33 PLAN PPARED U DER THE SUPERVISION OF RECOMMENDED: APP OVED: ONSITE WET UTILITY PLAN FOR: 2.5” CITY OF ENCINITAS BRASS DISC IN EVIEWE BY: DATE: _ I ►2 � -`�� MOONLIGHT STATE BEACH 11182 -G -- CURB ON THE SOUTH SIDE OF THE PARKING HORIZONAL 1 " =40' BY: LOT FOR THE CITY OF ENCINITAS SWAMIS MASIH MAHER GP G SH DS PARK IN RED CURB NORTH OF SURVEY NO. �,,.l1 �.L R.C.E. N0. 73620 0 ' m� ym� AS SHOWN ON RECORD OF SURVEY N0. 18416. VERTICAL NIA DA E: WILLIA G. MA K EXP. 12 -31 -12 I l,/j E 1 DATUM: NAVDBB ELEV.: 85.081 DATE. '�/ g //2 DATE: CASE NO. 11 -166 MUP /DR/CDP A.P.N. 258 - 042 -30, 259 - 054 -01 SHEET 3 OF 9 ' \ o � DSCAPE f ?AWIPIGS FOR- - - I1 \ 1 - ASP / - x - B S I /��ET 37 \ \ 1 - s L s I l tU >6z 60•'RCP \ - X -� - SITE F x -�6. �_ �7- %- \ _ - ` ` / , 1 x I C� 76.4 \�� 7x 1B,9 - - - - x- _ -- - - FS =17.Ot a C A \ FL 82, / - Rq � � - - \ - - - x z j/ / 76 a \ CENTERLINE B ET �8 \ 39 1 x 63 6s \ \ \ 7.84' 1 / \ /.4 mI 1 " 10.98. 36 7 %8 ,5y X \ 164 s// ' RIGHT -OF -WAY x \\ x \ \ , _ - I I 7623 - Lpl� PER l \ 5 - - 58" X 2" CMPx -- I w , - 16.19 \ X 1 15.9 tAND�lGAPE / 59 \ 6.1 66 \ i6:7 \` I I 16.6 , • 3 \ J CA IDN1 I 759 -/ \ FL 7.tl4' I I 8" X 8T MP - �__�`-'_ _ 7B7 I /v � _ X CONIC - __. - - - - - - - - - - 7 I T- Goty� i -- SBiii?5Ql1L -� /�- ----- - - - - -- -- - - - - -- 0 -- _ - - - - -- Fl 7.90' I I 8" X 82" __- -3fr`9 / __IN PL 738 58" 2•' CMP y39 - - - - - - ._ - ._ - - \ 6> s7 / / x / C - a° EXI s✓- ROCKS / � _ 76 is s `,: 167 7.75• DENSE \ EL 13.os / - � - - - - - - - \ INSTALL CONCRETE LUG COMVECTIO! - FL ssi - _ - - -- - - - - - - - SS" X 82" - TO- EXIST�i CII_.I�RT PER UTILITYI w � - _ - - - - - - " FL 9.70• - - - - 7s.8 -i >63 7.4 PAFPCI A ` \ / �� 6= \ X / EI ISTINP X 82 CI P 76 PLAN SHEET 3 s' /�-p-- - \ TO/R / / x 4 x FL IN =10.9 EXISTING 8" VL'P lz 1' y., ` x _\ MP IPI FE'MO L 9.59 j - -- - C�J I r � w J K Ss 1 - 1 \ // / / /' / / 762 SEWER MAIN TO REMAIN ?c1 \ FL ----- 10' - - -- - - - - -- - -' - - - -- / / / / / < RUSH 53 / 6.6 1 / / / / / / / / /'/ • FL a.7a' g 7yp� 66 is 3 D 6 "`TYPE 6-1 Clk - x / 6 3 x / / / / / / / / e"vtT'- A ' ST 16. .s NISH &\COLOR PFR' VE EXISTING / J / / ILITY PLAN SHEET 3 �6 761 161 ' 174 / / / / / / / , / /'/ / 161 765 RIM--2 .0 x o L11, L CA x LAN (TYP) X PS PER SBRS$ f 2B, WITH W TH NEW ANT CURB AWCUT EXISTING AC PAV.I GRID ®- \ ' 6 OVERLAY AS NEEDED TING) ROVIND i k ARa TFiUNCASED DOA�S OAR t- o / FL ssa• 166 2% ASP / EXISTING CURB TO AI�REPL�CED - / / x SMOOTH TRANSITION, TO 6ilISTING ) / 64 / / / / // 163 AC PAVING. PER DE ^`il $HHEE }p7 1 �� x H 6 PER SORSO G -1. T�l & CGL�7 n \� k' w, E7T Y' - I i _. / 79.3 v � 6 4 / / / / / _Q LAND f YP 78 / x 7s 4 s / SCAfE�L / / EXISTING LDING I z¢s 753 76 6 TO BE REMO ED 16. 4 G- SW1RAfN / _ I NST ALN ADDITIONAL EXISTING BENCH S AAS (SEE DEMO / LAN) G T., , r n 19.7 / / ' / ( z FOR ADA A IBILITY / /� / / ( 1 / ( 175 s 6 4 / w NEW _ j x ; 4 C i m / x L� WINGS f X2 3 x SAND C; rte_ FIRE ARTMENT N& "S I', Ip EXISTING TO BEAREMOVED .ACE REPLAL�ED �7 1as 79> x APN258- 042 -3fJ s 4 qq / �{ 7 PER SDRSD -� FOR EME 7 4 E -� PER DETAIL SHEFtT 8 FS=1 J 4 F INSTALL NEW i6' WIDE CURB CUT/ / I 794 O GA1 -c S - - - - - - / 16 / �G X / ` BLA�TRAUNCATED OOMESS (3' r /w - x al \ \ \ 168 765 -// 1 x I 2. 217 ml 6s \ \ \ \ \ - iz7 !r x , ea 175 IDE STRIP) �93 O I/ 275 - - - - - - - - T NOT PLA(ITHlN ANY PORTION OF` % x lli I' �: AFiTVEWAY / 18.3 / _ 19 I / \ 7s 1 \ \ \ \ \ - - 3 WIDE- PERI�AI�NT PEDESTRIAN RAAY.'- ` - FS' j,^ lk �j` / \ s> "2 - \ X I \ \ \ \ \ \ \ \ \ \ \ \ BMP STRIP 62 s 4 / / I 9 4 v9 2¢ 4 �� - \ s.X II \ 6x \\ \\ \ \ \ \ \ \ \ 743 - - -1 153 TOTAL AREA = 112.725 SFtx' r' T REO1670 CLEW ADA (� f i T..\ 7 x i / /�► 57.1 729- / \ / .�.r.. TG top I \ s2 \ \\ \ \ \ \ \ � \ � \ \ \ X / T � `� • ' ` 2� MAX COPE � 775 � / f 1/" \\ '-' t I INS L i1�FE HZ2tAPOSTT IAf�A� -p / 1 ; ,Lg, x 4 -- rn FXISTIN& J, J ! ,�� , I / /e @ SINEATOA7�9 ITHIN ORIV Y SONLY 19 BUILD / ' 95 \ \ I 156 xls. x7 xb �. , ,: .2 - I / / / s N o RESTROO \ DECO 794 NEW I Elt 2 z COPPER - (SEE I A �-- LOTL N 1 \ 6: 1 \ 1 I I I ( ' o I BEACH 1, y WA /SERVICE LIItlE 93 G ✓ YV0 a \ (SEE / / / / /// //� �/ N1 I I I I I I I I I / 164� / A x �. x iii l',% d� ,a �.. 2 NE I S / n 79.3 / 'S w I 1 64 63 X - 1 k I lay \ x / 68 I 9 I I I I 1755 ( ' ` . / o `d I \ \ 17.9x• J/,p'!� \ j X d \ J p" P RGE D NI' l T ) 79 4 / x I s I I I' _ 5 o J S� / 1 I I I I I x s�� 6 _ . Q.4 1 / T 76 x I x 7 /-= c$� to \ \ , . ; / .BEET / I I I T�°i \ �!_x- . a Er, ESTROOMS Pak 79.5 79.5 I I DECORATIVE PLANTER WITH SEAT WALL PER LANDSCAPE 72 »2 \ " f t i , l 6.6 / I I I I I i (/ PLANS \µ I 1 WER DRAI11 DET IL �� APPROXIMATE O LOCATION OF EX. DET4;4 SHE ET LO ls2 SEWER s s TER LIKES BTM'122 - 9.4 O I STROOMS in (SEE DEMO PLAN) NEW 796 7 BEACH E MECHANICAL & LLVLNL 74 WI PLUMBING DRAWINGS SEAT WALL PE FOR ACTUAL NATC EX 76 s LANDSCAPE PLANS 4 TW2U / / / /,/ S.D.R.SD. =SAN DIEGO REGIONAL STANDARD DRAWINGS PROPOSED RAIN GARDEN IP /BVaREAS UnDjNG (T �W9 / / 174 A SITE BOUNDARY 1 6X 1 11 6X 1 ° RIGHT -OF -WAY CENTERLINE EXISTING CONTOURS - - - - - - -- 1 74 I I s4 I i I I EXISTING STORMORAIN x PER DETAIL SHEET 7, F6=19.7 X(TYP) x 1 � � - i `'p$ - / / / / / INSTALL ,3 /ICI *5E i G�AAYYTY �A3NIIYB ,W APPROXIMATE LOCATION OF BURIED z5 l • / / TALI SHEE'Z7. (N TY E I' /, / / / GE ' 1z 4 EXISTING SEAWALL. BOTTOM OF yj �` / / / / (NO OIO WALL IS APPROXIMATELY 14' TO 16' ' x l /a2 7s ff. i6s / ` / 3�/ /"' -rr�5 / / // 8U / 5 / ' /i // / i // ' / / / / // % / j / / / / 1596 / BELOW GRADE 76 j r' : jl bA�L. / / / / / / / / / / / / / / / EXISTING WATER MAIN W -mss 1 I I I I I I / / s� " RCP STORi DRAIN ? / x / / / / / p / / /!� // / X ERI�Ri / / // / / / % // i i� 68 t I I I I RA p�E / / EXISTING SEWER MAIN S j 1 I I i / 7s R UTILITY PLAN SHEET 3 / /sss 1 I I I ZZ 1 1 I I I I I 76a / / DECORATIVE PLANTER WITH PROPOSED CONTOURS 24 I 1 1 I I x SEAT WALL PER LANDSCA a ,,� F$ =20.0 PROPOSED BUILDING FOOTPRINT 1 1 I I I I7 H / 93 / 1 I / PLANS (TYPJ O RAN / / �; I 84 I i I I / 72 / 5� IMP�a As PE r X285/`7 / // /A// / I I 5' WIDE STRIP OF EXISTING AC PAVING TO / / PROPOSED RETAINING WALL I x 94 1 I i I 1 •°� - J/ r / DETAIL 5 RA 7 / / / / // / / 1 x I I 1 REMAIN TO PROVIDE ACCESS TO EXISTING z F4 ` FG�19.7 T ) / / / / // / / / yfi 50 / E ISTIMG/ AY PROPOSED HANDSCAPE AREA 1 I 1 II I II I I I i I xs LIFEGUARD STATION (BASE BID) x / `'s / / o FS=2Q 0 / YP 1 1 I I CAUTION! / '' i / / / //C PROPOSED BROW DITCH �� II zs I h'�IOONLI�6H I I lsa EXACT LOCATION OF EXISTING SEWER LINE °ld !2 / ON \ �(� I x AND WATER LINE IN VICINITY OF NEW STORMDRAIN _ /, FL�75 / / \ // // / // / // / PROPOSED COBBLE LINED SWALE I W 71 i x z 5 x i GG 62 sa I I I BEA I I I I I I / INSTALLATION UNKNOWN. CONTRACTOR BEACH // / / PROPOSED RIP -RAP 1 6s 1 I I I / TO POTHOLE AND CK FOR CONFLICTS SAND TIVE R7EI VE1) / / / / / 58.3 1 I x I I I I I I 7cs PRIOR TO TRENCHING OR INSTALLATION OF % - / j _7 x: SEAT WALL AT // / // PROPOSED RCP STORMORAIN I 1 I 94 I I I I I ANY PORTION OF PROPOSED STORMORAIN LINE. / Tn /pqS PA SIZE PER PLAN 1 1 1 I x i I I I I I I I PROPOSED SEWER MANHOLE 1' ", l o LANDSCAPE/ PL / / // / / N /IA(S / �� "J / "�YP� / / / x I FS =�0.0 / // / / / PSA T / 6O3 /. \ LIMIT OF WORK _ s3 1 I I I x zs `y as / 793 J / / / \ / / / y 1 z5 I I I I 73 PER UTILITY PLAN SKEET 3 a I �% x / LIMIT OF GRADING W w =, 1 x I I I I I I I I I I x h x ,, I J :ES /& / J /// // 7 N¢ ( - / /// V 67 1 I I I I 1 I VAN�i�I1R�� a LIMIT OF z. 1, 1 COHCE IQN /� =26�i / / / / �X / % / // / P� / / / / /il lj\ 1 \ I I I LANDW'�! i� � / J BU77 IhKi ASPH PROPOSED PVC SEWER S 1 x 1 I as I I I I I I GRADING x im I / /i / - SIZE PER PLAN I x I I i I 00 PROPOSED ONSITE WATERLINE 1 I I I 94 I I I I I I 76.9 II SAWCUT EXISTING AC PAVING TO // // / l sos 59 \ SIZE &MATERIAL PER PLAN W 1 I I I ; s PROVIDE 5' WIDE ACCESS PATH TO EACH % I J . -�•7 / / / / / / / / / / /// // / 1 1 1 I I I I I I I EXISTING LIFEGUARD STATION (BASE BID) SAND / s3 ( J / / / % / / / /MTALY /ri (5rH (/2j M \ ss3 \ - - - zs 1 I I 1 I 7s /F 19. / / / /TYPF/ 7 A �RE / NING So PROPOSED SAWCUT LINE , 1 1 1 I 1 1 1 I I I I 7¢ INSTALL 24" WIDE STRIP OF / / I / / / / _ �X / /FE9 - FOR At�KWAY 'e -- ti/ / , ss4 / PROPOSED BMP AREA ___ __ 6� 1 1 \ 1 1 1 l 1 I I CK PLASTIC TRUNC� 7 sly; / / fW- i � `,�-I /�j // ATL/ Fl/LA CAPE INGS ss7 / E TING PARKING LOT 64 i 1 CGE 3 x g / i // gECTd 9 EXISTING WALL l 11 \ x 1 1 1 11 I I i I I SITE FINGD AREA SSIBLE // _' / J / / / / /a �� W RtL // / / / / //� \ TO REMAIN �o gdAW 01TCW10 L SWAL lPNEO? NAIL 1 I I (SEE LANDSCAPE PLANS) / / 6T _ \ 9.4 1 I �, 7zs / / �' � / / �' 7: /INSYALC 1�1T NOTChIFiLbS _19 SP20 / / // i j j /// / //{ Z-Q3l41FL1=/ / DE AIL. / 604 EXISTING SEAWALL 1 1 ' LC Lc /� 1 11 s¢s CUT SLOPE MATCHLINE SEE SHEET 5 FOR BASE B /D, SHEET6 FOR BJD ALTERNAr SEw�R � +� �R� MATCHL /NE SEE SHEET5 FOR BASE BID, SHEET6 FOR BID ALTERNATE GRADE BREAK - - - - - -- YRRSN �IdCL05p�lE l PROPOSED STORMORAIN CLEANOUT ®O PROPOSED CURB INLET TYPE A' W/ WING OPENING LENGTH PER PLAN GRADING PLAN BASE BID PROPOSED 6" PCC CURB OFFICEOF THE STATE FIRE MARSt3At APPROVED FI •ONLY PROPOSED LUG CONNECTION El SCALE by SCALE I " =20' PROPOSED DRIVEWAY ENTRANCE APR 2 7 2012 PROPOSED PEDESTRIAN RAMP ,- pppmwl aftflisplehdweadeti�k or TRENCH RESURFACING \_ \� S CURB DATA TABLE FIFE ACCESS NOTE.' BLDG /WALL PVC SUBDRAIN _�_�___�� applrlveaeyamiw91e6etAev►WIeN SIZE PEA PLAN i nibiet lrt � �7aei } , I�€t PROPOSED SEWER MANHOLE 0 AS BUILT WILL"IkiM G. R.C.E. NO. EXP. 12/31 NO. Al BEARING RADIUS LENGTH DESCRIPTION ® N43 "57 22'E -- 9.74' 6" PCC TYPE G -1 CURB A =49 °57'37" 2B.00 24.42' Q N6 '00'15 "W -- 35.90' " ❑4 NB3 "59'45'E -- 60.00' " DURING CONSTRUCTION A MINIMUIN 16 -FOOT WIDE ENTRY �fiield7asFeetae�tm�ssetai�€�a I DRIVEWAY SHALL BE Pf VIVO AT ALL TIMES AT B STREET" hall be aMaliabie ©n et a poles S1rg �t l $aaa� ENTRANCE AND /OR C STREET ENTRANCE WITH A MINIMN OF 0AE ENTRYWAY TO THE BEACH AVAILABLE AT ALL TIMES. THE ACCESS ROAD (AT BEACH LEVEL) LEADING FROM B STREET TO C STREET SHALL BE MAINTAINED AT A MINR4N 16 FEET WIDE UNTIL SUCH TIME THAT THE ROAD IS WIDENED TO FINAL GRAPHIC SCALE i " =zo WIDTH OF 24 FEET. THE TEMPORARY EMERGENCY ACCESS ROAD SHALL BE ALL WEATHER SLWACE AND SUPPORT WEIGHT FOR A FIRE APPARATUS (7000 LBS). 0 20 40 60 PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 N Cast Highway 101 Ste A Solana Beach, CA 92075 ph 858.259.8212 1 ffa 858.2 59.4812 1 pIlsaengl neeringxom REVISIONS APPROVED DATE REF R CE DATE BENCHMARK SCALE P[..ANNMG & BUH-DING DESWGHI�ED sv __ .___ _ oaWGM BY CHEWJESD By __ APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. '( . __ CITY OF ENCINITAS CONTROL POINT ENC -33 PLAN EPARE UNDER THE SUPERVISIO OF RECOMMENDED. APPROVED' GRADING PLAN BASE BID FOR: 2.5" CITY OF ENCINITAS BRASS DISC IN VI WED BY: -- CURB ON THE SOUTH SIDE OF THE PARKING HORIZONAL 1 " -20' BY: -- LOT FOR THE CITY OF ENCINITAS SWAMIS _- l DATE: I (2IH MAHER GREG SH LDS MOO1r�L,(IpGHT ST�A(�+TEBEACH 11182 ®G PARK IN RED CURB NORTH OF RESTROOMS, 3� `• � q- R. C. E. N0. 3620 �jvjj- RO�77- +lYlii7,TTS AS SHOWN ON RECORD OF SURVEY NO. 18416. VERTICAL N /A\�� W LLIAM G. MACK I/f-'� 1r j - -- - EXP. 12 -31 -12 DATE: 41Z DATE: / /Z DATUM: NAVD88 ELEV.: 85.081 ' CASE N0. 11 -166 MUP /DR /GDP A.P.N. 258 - 042 -30, 259 - 054 -01 SHEET 4 OF 9 WILLIAM G. MACK R.C.E. NO. 73620 EXP. 12131112 REVISIONS MATCHLINE SEE 5HEET 4 --7 - -7 - -7 TI— =1- 70�6`7— —5 -------- --u� -- — — MArCHLINE5EE5HEET4 t 16,5 \ 1 I \ , I I 5' WIDE STRIP OF EXISTING AC PAVING TO ti0 R d ARAN T " ` REMAIN TO PROVIDE ACCESS TO EXISTING /B A ' i ! l f / / EIJ�Dl� T7(y1/ B@ N E SWA �E d BIO) TAIL 2 Q 2OA LE LIFEGUARD STATION (BASEs / / /Ej / S T 7 NEW l J / ) j ' Z / / / / , j 9 ALL W/ BEACH ,` / // / / r / / / / DE / I 1 I I t 1 I I I I � I I I l 1 I I l 1 I I l 1 I I l 1 t I I I X I I zs BEACH TYPE / 1 9s CLE SAN D ND SAND AN ET 3 1�� Bf W W=AEA6 5 // X I o / 5 EE UTI TYP ET UTOFW7CKPER ILE LANDWAM DRAWS 176 ,1 I / sos 5E 5 171 B% 60.6 40 I as I I I I 1 I I , ✓. / / /P 14 EXPOSED) FS2� " IN� TALL N" WIDE STRIP OF N I / IRTAiG W s, I I 9s I I I 1 1 \ IBLA'CK PLASTIC TRUNCATED /1e1 /'. 2 3 %` "J� ` I --- I I 1 1 1 1 BOM�5 AROLMD ADA ACCESSIBLE / x / B ACH � i / x r / �•�I IB I 112q'0/ / / / / / 9 i� , 71 ` I% I \ AND �'y � O� / " /lIi /l / / /ll/ l � \ \� DA TE APPROVED I DATE & 5T —aWMIN FACILmES. APN 2�8- 054-01 60, i x 1 1 zs I I I 1 \ 1 \ SITE FL MISHING AREA 175 / / - „ i �: zx3, 2. // / ! l l i � l I / / l v� / /� 60;, 1 t " I 11 I 1 \ \ \(SEE 1 ANDSCAP� PLANSL x / f s F =21.6 I Ill /l // /l / ( // �LE �EW� % S 1 / l 7 0 \\ — WCUT EXISTING AC PAVING TO � / � � � s � -'` i �� ' FS .4 I \ PROVIDE 5' IDE ACCESS PATH TO r`` / l / / / / l / �LO&gNE A J/OOA'� 16 � EX#TING L tFEGUAI� STATION (BASE BID) -� / o � / / / / I I Isa 11 aX II 9% / EXISTING ACIPAJ // X20 � e' z23 23 Ilf I % !l ��M��6 �ll 1 To IN (BA B) / -' % '° / , - v zss _ — / / / / III 1I I I I I i I I EACH/ � x ,_; i I l i l s~ ac BEre+f / - -- - -- 24 / / / aq�r 1 1 I� I s II i I / / // / // / 1a 1 ! / J I H —3'—WI—DE— AE / —_ -- / -- -- 1 REJdt4H RESURFACING / / =20 RJ / / 24" FP t IN I I f 1 1 5a \ 5,9.2 61.4 tXIST PARK NG LO REMA / I 5 6 2 161.1 ~ \ I / \ I / \ i / \\ tl I eX C1a I s T Y P E OF E1CY TAS I y C T BCH EA EX. DS s4 MAT 9ARC�- VG 79. _ STRIPED D \ / p PARKING AREA les C \ PER 60.6 \RA 2-7 o MEJ sa 3NSTALL DRAIN INLETS W/ I I ix oN PFS =2 a T I e4 I PLUBING AND STRUCTURAL PLANS � BOX .6 �XISTraG AC-PAVING I I / / • 4 ) I I I I � � i \ I I l I \ I ( I 1 I I I =� { ) 1 TO REMAIN (BASE BIB — — — — rl AN l 1 1 \ I I I s04 o ROPO COVERED TRASH `LOS 1 t I I BOX I -- N�7i UCT 1 1 1 1 I I I BLDG e� ` � � 1 / — / / III I III II \ III ID A sas TORE &STR UR ANS I 92 \ s x a4 rn 1 I I a% I \ \ 11 l\ \ 9s / / — l l / — — — 32 — / I I I I I l \ \\ \ \\ 1 I II I 1 SEE CHANI - G PLWING DRAWL S I N 1 I I 1 1 \ \ 1 \ EXISTING L IFEG R — — /FL �( / 0 / l _ / I III f \ \ I' jt o m I 1 I \ \ \ \\ 1 \ STOLTigQ ,CTO / r 2�/ / l \\ \\ I 1 1 1 1 IIII I FIX C CTICIYJS TOxSTR X,. �P // // / _ ,``/. / \1 \1 I o11I (IIII D saa B'RUS / / i — — — fRNC�(\ EI 1 / cr Yj AA�T Rb 1 co 5� u I 1 \ \ \ 1 1 \ /EX SANG NSA . LQCK / i — / AW I I 1 1 1 111 I I i s9s / -T INSTALL CLEANOUT TI SEWLR 614 \ \ — — .�l j / /�/ i RE WALL TOR i _ — — — — / TY i4 "ISA Ci E(lT 1 1 1 1 1 1 \ / sas PER Sb�D SC 01 I I co 4 1 \ 1 183 — / � PEh l- TN EE ! LATER L ANGLE POINT I 13 \ \ \ \ \ \ \ *1Y i RFBR TED F'VC ST / / TRILL' P� Alll SE T 3, L 1 1 \ \ \ \ / / I / `R ( I I I 1 \ BRU�HI \ 1a� " \F# `ST�f7RMDRAIN P�R 8 1 ss l I 604 I st 4 I j/EUTILCTY PLC SHEEP /// j� * f \ / / / I 1 L \ x 1 s %3 !� BEDDING 4„/„v s,Ti i l I I I $HEFT 3 INSTA L ' sa, \ l 6s 1 1 \ \ \ \\ S �� — 5 +►� 1 G��1111� U'TILST PLAN SgM��E� CB�i — — — — / I \ I ` I \ \\ 1\ 1\ \ \ E If ITS PER, A C TDRA R; TALL TAENC RESURF CING jtH i g z / I \ \ \ \ \\ \ LL PVC SEW R LATERAL ) 1 1 \ \ o \ \ \ \ \ \ J II ;NCINITA MAN DRAM i� — 1 3� / ` \ \ T��4�11� �,\ \ \ \ \ \ ® 9SLOPE. P SDRSD SS 01 l / ITTI�ITY $FE€T L# � �I ' / 4 IN 1 1 \ \ \ / z4 � � NCH URFACING P R l ) I HYPE A �UiiB INLE�f %R / \ ✓ 1 \ \ ` i — III I / CITY TA _ _ DER UET 13 I \ Is 4 / x \ sa 1 ENCIN A ST 14 7D AW sz s ) 4 1 zs /FL IW3,5 ST ARD WI m mO / I \ 4 MANIPoLD \ s / I � /j / / 36 / /RES L= I PARKING s / TTY T AkiD L / - -_ _ `� �d � I / / p / f \ V A \ 1 ( / 1 I 1 I I lit Ill / / / / — — 3� o —_� / / / / / { ¢ \ \ I ; N I IIt / /+ 1.1 k W t 0 37 SPH .� 9 1¢s rIN'E VING. < \ S831i 5 557W A60.62 I AS SM RLAH Y RANSITDEOD N I1111 111 w SITNG A AVING PER 3 \ i1 ' 1 AI 1 I t \ I l I 1 I I\ I 1 I IIIIIIIItIII- // L• -- DETAIL SHEET 8 —_ — — — — — — EXISTING 38„ ? EX ST EX TIAG STRIPING ses G / l l l l I T REMAIN. TO - I�fAIN SAWCU E - LNG P (BASE BI 3 i / 2" NATER / � 1 1 94 I I I I I 111 J ` GRIND $ 0 AS / / v� l ! I l l I I ) AFTER TO / I I I sa 4 TO PROVIDE/ / A IT ON / / ° IR IST{ING WATER 56 4 3 I I I I I I ,�� x � � —� � TO EXISITN6" l l I IMhTf ILOCAfI0A1 � REWN LOTL I 169s ,: / / / x / / l l l 1 1 ICE TO "4N 404 / / T AsPH I / — ~ LOTLIAE o / l I I pEp U ILIT )IN ESff�IEETl3 I 3 1 ~ I es \ ss4 � T I / \ II tll • ~ s9 4 / / l / " I 1 \ CENTERLr C STREE I / 1 I L =q1 I a "vcP \ 1 / \ RIGHT -�' WAY I I I I / { / IIII Old / • XrsTnaG-PARKING-- — — / / ! / ) FL 1 1 1 f \ - ° \� ~ i I \ I I I I Il it SPACES TO REMAIN ASPH / 04 41 W�% —�%W fTtTW W1 Sys \ W 594 I I 1 1 9 4 I i I I ) Psi FJ -2 I / / ) 1 I I 56.4 I I I I \ 39.4 � i I/ + / ) I \ I I I 1 1 \ CEMS TO F SAIiROXIMATE L -ATION OF — / / / / i f I t I 1 \ EX. SEWER I i I 1 I i. \ i l I FLL52.6t EXISTING 6" ACP WATER MAIN 11,94 W, .a -- / _ / / sas J/ ))CONIC 1 '31 i I I I III 1 I i I ) 1 Ill 11111 II \ /J�— \ \\ p I \ I I I 1 1I 1 I I I i f' I I I I t i I i 1ll I 1 IVIIll I IIII AI> � J \ 1 IIIII—III _V- -- -- - --- - - -- --- __ — — 1 DENSE — _ -- -- j94 I I I I —Cyl I / eR6 I 1_ ------ — 1 1 / / 1 7— / 4 -- 45— - -_= --- — ss4 / I 5 V 1 z4 DECK \ ' % - I GRADING PLAN BASE BID CURB DATA TABLE NO. A/ BEARING RADIUS LENGTH DESCRIPTION ❑5 N55 ~42'55 "W -- 7.55' 6" PCC TYPE G -1 CURB W/ 6" OPENINGS @ 6' O.C. © A= 118 °14'04" 5.00 10.32' 6" PCC TYPE G -1 CURB W/ 6" OPENINGS @ 6' O.C. A =7 °38'38" 219.00 29.22' 6" PCC TYPE G -1 CURB W/ 5" OPENINGS @ 5' O.C. ® N88 ~21'18"E -- 8.69' 6" PCC TYPE G -1 CURB (BASE BID) ❑9 N34 "17'05'E -- 20.00' 6" PCC TYPE G -1 CURB (BASE BID) 10 N83 °4B 20'E -- 5.00' 6" PCC TYPE G -1 CURB (BASE BID) 11 N83 *5525'E -- 5.00' 6" PCC TYPE G -1 CURB (BASE BID) 12 I N56 -2151 "E -- 5.00' 5" PCC TYPE G -1 CURB (BASE BID) 19 I A =14 -1125 " 50.00 12.38' 6" PCC TYPE G -1 CURB (BASE BID) DATE BENCHMARK SCALE CITY OF ENCINITAS CONTROL POINT ENC -33 2.5" CITY OF ENCINITAS BRASS DISC IN CURB ON THE SOUTH SIDE OF THE PARKING HORIZONAL 1 " =20' LOT FOR THE CITY OF ENCINITAS SWAMIS PARK IN RED CURB NORTH OF RESTROOMS, AS SHOWN ON RECORD OF SURVEY NO. 18416. VERTICAL NZA -____ sf. SCALE 1 tt =20' UD L M1 07 WG M FW wJs OT APPROVALS PLANS EPAR D UNDER THE SUPERVISION OF RECOMMENDED: DATE' qAS/1 BY: eaV �►� R.C.E. N0. 73620 MASIH MAHER W LLIAM G. M-A&I EXP. 12 -31 -12 DATE: 4-1I�azl'1Z OFFICE OF Fkk SIAi L rile. iaAKJrit k APPROVED F! ICON Reviewedby APR�2 7 2012 APPtoval of this Plan does notaathQdze or app- =my d41#&Wih01in app- �Eteipim"4 Pifilaii' �!4!O bet t i1ll p4ilabie n the pr je %ilt &Ii�li Ilrr available on the Preje meat a tags PASCORET SUITE GRAPHIC SCALE 1 " =20' & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 0 20 40 60 535 IN Coast Highway i 31 Ste A Solana Beach, CA 92075 ph 858.259.8212 ! ffa 858.259.4812 ! pisaengineesing.com CITY OF ENC=AS ENGINEERING DEPARTMENT DRAWING NO. GRADING PLAN BASE BID FOR. MOONLIGHT STATE BEACH 11182 -G IMPROVEAMEENTS CASE NO. 11 -166 MUP/DRICDP A.P.N. 258 - 042 -30, 259- 054 -01 SHEET 5 OF 9 eX C1a I s T Y P E OF E1CY TAS I y C T BCH EA EX. DS s4 MAT 9ARC�- VG 79. _ STRIPED D \ / p PARKING AREA les C \ PER 60.6 \RA 2-7 o MEJ sa 3NSTALL DRAIN INLETS W/ I I ix oN PFS =2 a T I e4 I PLUBING AND STRUCTURAL PLANS � BOX .6 �XISTraG AC-PAVING I I / / • 4 ) I I I I � � i \ I I l I \ I ( I 1 I I I =� { ) 1 TO REMAIN (BASE BIB — — — — rl AN l 1 1 \ I I I s04 o ROPO COVERED TRASH `LOS 1 t I I BOX I -- N�7i UCT 1 1 1 1 I I I BLDG e� ` � � 1 / — / / III I III II \ III ID A sas TORE &STR UR ANS I 92 \ s x a4 rn 1 I I a% I \ \ 11 l\ \ 9s / / — l l / — — — 32 — / I I I I I l \ \\ \ \\ 1 I II I 1 SEE CHANI - G PLWING DRAWL S I N 1 I I 1 1 \ \ 1 \ EXISTING L IFEG R — — /FL �( / 0 / l _ / I III f \ \ I' jt o m I 1 I \ \ \ \\ 1 \ STOLTigQ ,CTO / r 2�/ / l \\ \\ I 1 1 1 1 IIII I FIX C CTICIYJS TOxSTR X,. �P // // / _ ,``/. / \1 \1 I o11I (IIII D saa B'RUS / / i — — — fRNC�(\ EI 1 / cr Yj AA�T Rb 1 co 5� u I 1 \ \ \ 1 1 \ /EX SANG NSA . LQCK / i — / AW I I 1 1 1 111 I I i s9s / -T INSTALL CLEANOUT TI SEWLR 614 \ \ — — .�l j / /�/ i RE WALL TOR i _ — — — — / TY i4 "ISA Ci E(lT 1 1 1 1 1 1 \ / sas PER Sb�D SC 01 I I co 4 1 \ 1 183 — / � PEh l- TN EE ! LATER L ANGLE POINT I 13 \ \ \ \ \ \ \ *1Y i RFBR TED F'VC ST / / TRILL' P� Alll SE T 3, L 1 1 \ \ \ \ / / I / `R ( I I I 1 \ BRU�HI \ 1a� " \F# `ST�f7RMDRAIN P�R 8 1 ss l I 604 I st 4 I j/EUTILCTY PLC SHEEP /// j� * f \ / / / I 1 L \ x 1 s %3 !� BEDDING 4„/„v s,Ti i l I I I $HEFT 3 INSTA L ' sa, \ l 6s 1 1 \ \ \ \\ S �� — 5 +►� 1 G��1111� U'TILST PLAN SgM��E� CB�i — — — — / I \ I ` I \ \\ 1\ 1\ \ \ E If ITS PER, A C TDRA R; TALL TAENC RESURF CING jtH i g z / I \ \ \ \ \\ \ LL PVC SEW R LATERAL ) 1 1 \ \ o \ \ \ \ \ \ J II ;NCINITA MAN DRAM i� — 1 3� / ` \ \ T��4�11� �,\ \ \ \ \ \ ® 9SLOPE. P SDRSD SS 01 l / ITTI�ITY $FE€T L# � �I ' / 4 IN 1 1 \ \ \ / z4 � � NCH URFACING P R l ) I HYPE A �UiiB INLE�f %R / \ ✓ 1 \ \ ` i — III I / CITY TA _ _ DER UET 13 I \ Is 4 / x \ sa 1 ENCIN A ST 14 7D AW sz s ) 4 1 zs /FL IW3,5 ST ARD WI m mO / I \ 4 MANIPoLD \ s / I � /j / / 36 / /RES L= I PARKING s / TTY T AkiD L / - -_ _ `� �d � I / / p / f \ V A \ 1 ( / 1 I 1 I I lit Ill / / / / — — 3� o —_� / / / / / { ¢ \ \ I ; N I IIt / /+ 1.1 k W t 0 37 SPH .� 9 1¢s rIN'E VING. < \ S831i 5 557W A60.62 I AS SM RLAH Y RANSITDEOD N I1111 111 w SITNG A AVING PER 3 \ i1 ' 1 AI 1 I t \ I l I 1 I I\ I 1 I IIIIIIIItIII- // L• -- DETAIL SHEET 8 —_ — — — — — — EXISTING 38„ ? EX ST EX TIAG STRIPING ses G / l l l l I T REMAIN. TO - I�fAIN SAWCU E - LNG P (BASE BI 3 i / 2" NATER / � 1 1 94 I I I I I 111 J ` GRIND $ 0 AS / / v� l ! I l l I I ) AFTER TO / I I I sa 4 TO PROVIDE/ / A IT ON / / ° IR IST{ING WATER 56 4 3 I I I I I I ,�� x � � —� � TO EXISITN6" l l I IMhTf ILOCAfI0A1 � REWN LOTL I 169s ,: / / / x / / l l l 1 1 ICE TO "4N 404 / / T AsPH I / — ~ LOTLIAE o / l I I pEp U ILIT )IN ESff�IEETl3 I 3 1 ~ I es \ ss4 � T I / \ II tll • ~ s9 4 / / l / " I 1 \ CENTERLr C STREE I / 1 I L =q1 I a "vcP \ 1 / \ RIGHT -�' WAY I I I I / { / IIII Old / • XrsTnaG-PARKING-- — — / / ! / ) FL 1 1 1 f \ - ° \� ~ i I \ I I I I Il it SPACES TO REMAIN ASPH / 04 41 W�% —�%W fTtTW W1 Sys \ W 594 I I 1 1 9 4 I i I I ) Psi FJ -2 I / / ) 1 I I 56.4 I I I I \ 39.4 � i I/ + / ) I \ I I I 1 1 \ CEMS TO F SAIiROXIMATE L -ATION OF — / / / / i f I t I 1 \ EX. SEWER I i I 1 I i. \ i l I FLL52.6t EXISTING 6" ACP WATER MAIN 11,94 W, .a -- / _ / / sas J/ ))CONIC 1 '31 i I I I III 1 I i I ) 1 Ill 11111 II \ /J�— \ \\ p I \ I I I 1 1I 1 I I I i f' I I I I t i I i 1ll I 1 IVIIll I IIII AI> � J \ 1 IIIII—III _V- -- -- - --- - - -- --- __ — — 1 DENSE — _ -- -- j94 I I I I —Cyl I / eR6 I 1_ ------ — 1 1 / / 1 7— / 4 -- 45— - -_= --- — ss4 / I 5 V 1 z4 DECK \ ' % - I GRADING PLAN BASE BID CURB DATA TABLE NO. A/ BEARING RADIUS LENGTH DESCRIPTION ❑5 N55 ~42'55 "W -- 7.55' 6" PCC TYPE G -1 CURB W/ 6" OPENINGS @ 6' O.C. © A= 118 °14'04" 5.00 10.32' 6" PCC TYPE G -1 CURB W/ 6" OPENINGS @ 6' O.C. A =7 °38'38" 219.00 29.22' 6" PCC TYPE G -1 CURB W/ 5" OPENINGS @ 5' O.C. ® N88 ~21'18"E -- 8.69' 6" PCC TYPE G -1 CURB (BASE BID) ❑9 N34 "17'05'E -- 20.00' 6" PCC TYPE G -1 CURB (BASE BID) 10 N83 °4B 20'E -- 5.00' 6" PCC TYPE G -1 CURB (BASE BID) 11 N83 *5525'E -- 5.00' 6" PCC TYPE G -1 CURB (BASE BID) 12 I N56 -2151 "E -- 5.00' 5" PCC TYPE G -1 CURB (BASE BID) 19 I A =14 -1125 " 50.00 12.38' 6" PCC TYPE G -1 CURB (BASE BID) DATE BENCHMARK SCALE CITY OF ENCINITAS CONTROL POINT ENC -33 2.5" CITY OF ENCINITAS BRASS DISC IN CURB ON THE SOUTH SIDE OF THE PARKING HORIZONAL 1 " =20' LOT FOR THE CITY OF ENCINITAS SWAMIS PARK IN RED CURB NORTH OF RESTROOMS, AS SHOWN ON RECORD OF SURVEY NO. 18416. VERTICAL NZA -____ sf. SCALE 1 tt =20' UD L M1 07 WG M FW wJs OT APPROVALS PLANS EPAR D UNDER THE SUPERVISION OF RECOMMENDED: DATE' qAS/1 BY: eaV �►� R.C.E. N0. 73620 MASIH MAHER W LLIAM G. M-A&I EXP. 12 -31 -12 DATE: 4-1I�azl'1Z OFFICE OF Fkk SIAi L rile. iaAKJrit k APPROVED F! ICON Reviewedby APR�2 7 2012 APPtoval of this Plan does notaathQdze or app- =my d41#&Wih01in app- �Eteipim"4 Pifilaii' �!4!O bet t i1ll p4ilabie n the pr je %ilt &Ii�li Ilrr available on the Preje meat a tags PASCORET SUITE GRAPHIC SCALE 1 " =20' & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 0 20 40 60 535 IN Coast Highway i 31 Ste A Solana Beach, CA 92075 ph 858.259.8212 ! ffa 858.259.4812 ! pisaengineesing.com CITY OF ENC=AS ENGINEERING DEPARTMENT DRAWING NO. GRADING PLAN BASE BID FOR. MOONLIGHT STATE BEACH 11182 -G IMPROVEAMEENTS CASE NO. 11 -166 MUP/DRICDP A.P.N. 258 - 042 -30, 259- 054 -01 SHEET 5 OF 9 DATE BENCHMARK SCALE CITY OF ENCINITAS CONTROL POINT ENC -33 2.5" CITY OF ENCINITAS BRASS DISC IN CURB ON THE SOUTH SIDE OF THE PARKING HORIZONAL 1 " =20' LOT FOR THE CITY OF ENCINITAS SWAMIS PARK IN RED CURB NORTH OF RESTROOMS, AS SHOWN ON RECORD OF SURVEY NO. 18416. VERTICAL NZA -____ sf. SCALE 1 tt =20' UD L M1 07 WG M FW wJs OT APPROVALS PLANS EPAR D UNDER THE SUPERVISION OF RECOMMENDED: DATE' qAS/1 BY: eaV �►� R.C.E. N0. 73620 MASIH MAHER W LLIAM G. M-A&I EXP. 12 -31 -12 DATE: 4-1I�azl'1Z OFFICE OF Fkk SIAi L rile. iaAKJrit k APPROVED F! ICON Reviewedby APR�2 7 2012 APPtoval of this Plan does notaathQdze or app- =my d41#&Wih01in app- �Eteipim"4 Pifilaii' �!4!O bet t i1ll p4ilabie n the pr je %ilt &Ii�li Ilrr available on the Preje meat a tags PASCORET SUITE GRAPHIC SCALE 1 " =20' & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 0 20 40 60 535 IN Coast Highway i 31 Ste A Solana Beach, CA 92075 ph 858.259.8212 ! ffa 858.259.4812 ! pisaengineesing.com CITY OF ENC=AS ENGINEERING DEPARTMENT DRAWING NO. GRADING PLAN BASE BID FOR. MOONLIGHT STATE BEACH 11182 -G IMPROVEAMEENTS CASE NO. 11 -166 MUP/DRICDP A.P.N. 258 - 042 -30, 259- 054 -01 SHEET 5 OF 9 WILLIAM G.`MACK R.C.E. NO. 73620 EXP. 121311,tejq REVISIONS _ MATCHLINE SEE SHEET 4 —7 ,,5— — — — —T -7-1-7 TI '-T' ;,9-7 — — »5 \ 16.5 1 1 1* I 1 1 I \ I 1 , I * ti�ROPO D f4 ARDEN / REA 0 7s * / TAIL T 7 / J 7s FG =19.5 BEAD Z r „s BEACH , / TYPE A" ST Ajhl CL E T SAND x a ` SAND , ,8 j PER TI' I AN ET 3 / 11 20 R =21.08 / o d 4 , *%� WOW / 3' WI PE NENT I 1 i I I I I II I I � II 11 LAAIDS(ditfeE DKAINAIG6 ,76 /rorAL A g B s / I I I I / TALL 6" PCC CURB PER IN o 1 I es I I I I I I I SDRSD G-1 W/ 6" CURB * I I TALL WIDE STRIP OF OPENINGS @ 6 O.C. F 67 I I I 93 l 1 1 I 1 \ IBLA PLASTIC TRUIVGA TED /38 / N 3 / 1* 1 I I * I 1 1 1 1 1 AROUND ADA ACCESSIBLE /* / B N H/ i/ J 1 7s I I I \ \ 1 \ Spi: WISHING AREA 776 0 �, 2 1 * I II II tl I II II \\ \ \ \ (S\ EA AADSC\ A P-\ E PLANS L PROPOSED A ' F8=216 IMP/BMPAREA / \ PER DETAIL SHEET178 FG / ' i I =19.5 1 i 85 1 s4 O N IG T I OIL /SANG INTERCEPTOR PER Ise 1 1 * * I l / PLLNBING *PLANS P -1 -0.3 2O •' !23 — -' - / / 1 1 1 0EACH1 � , ,(BIO /ALT) (SEE SHEET 3) / � / - , � ,�,• — — i 75 I I j I I 11 / // / // INSTAL SEWER CLEAIYOUT J; I * (SE€SEEET 3) / / v8 F' °/ i 1 i — I 8* I 1 I I W COP HOSI BIB. INSTALL 9.4 F WATER SERVICE �% ; , •/ t0 • * / J/ O rip — `s J , / LT) RAG9RA WAGE CHAnNEL 1 I I I I 1 I I �8 s PE TAIL SHEET 8 8,% 1 1 9. 11 I 11 I I Co vEHr tNJ i cq?A7q/� Z 1 I 1 I 1 I I I I I *� BOX 1193 A'/,5 �' X92'! m I I 193 l l l l l l l I>a o 1* TW425.00 BOX !: I I I III I I BLDG X rn 1 I z4 184 I 11 \ 1 1 1 11 11 I1 �\ _ ` -_/ W=35.5 \ I * 1 1 1 1 1 \ 1 \ EXISTING LIFEG /FL A 11 I 1 1 1 \I 11 \ \ \ \ STALTJq 9.4 � /Tw P3,0 CTO R / // / " 1 i * 1 1 \ { 1 \ \ DRAINA FLOWLIAE D CTIOW E3{t�L�j� GF /EXS��AL BLOCK / / / / T135. \ 4 WALL 10- REMAIXJ� ���iaa:grn w v� .,• �%�/' 0`•'�'•• v' JI,I� n • -� o e - tee:,^ � lull 111 "�i � Ih 7�� taw r 'Nf► • e � t c r MArCCHLLIIN]�E 5EE7 5HEET 4 I 6 9 / SEE UTILITY PLAN SHEET O * 0 kTALLA770N0FALL1VEWWA S so s & 5TORMDRAIN FAC/LITiE O APNAB- 054-01 PROPOSED 4 Y Jvn (Z'. EXPOSE00 _ q/il 1/ T RETAINING �4/ 60, 7) I% so, I NALE /T I l l 1 �L,L /E1" /PE:O' CURB? stp� ¢-111 wI,,�I G1ElTpI SEfEE�T it 1 (L*00I IN 24 "IRGP I t I l i i l l i i l l 1 1 1 1 1 I 1111 1"I' IED \ 7/ O \ l sot i LORzRE L * \ i I FALL 6" AC aEW pt 60.8 I — * s1.4 * :XIST P PARKING L LO REMAINJ I 5 5 8 2 2 1 16L7 \ 1 1 / / \ 1 1 ' ' \ I I / / \ I I l l \ 1 rgLL C1W PEq 1 1 1 1' 1 1 1 1 CT BE R1 \\ (C ) NOAAD \ORA�YLW I I 1 I 1 \ \ sy4 \ I \ \\ \ \ \ I 1 1 I I Ss A STRIPED PARKING AREA I /� e14 N A J 1 I * PER DETAIEET^��'` ( i I ILINIT 9F/'PR �f 1 l/ /// //l l i I I I I 51h s83N A L - rRawH'1bRAIMS I i �TIIb / I (A ( I SEWER CONNECTION PER-, L� AND STRUCTURAL PLANS W17/ l I �r 113 ffl 1 1 \ I so4 1 o COVERED /TRASH LOS T�I / I I I f I \ \\ I I I I rn * — A 58s LIRE 16 ST t1RAL AAG I I I I 3.55 .2xPO$E0 I I s I o 4 s, ' I�AGLYARI&�AILA�L1 I I I SEE ANIC 6 PLq�BING DRAW AAI \\ \ 1 1 1 1 1 1\ a FOR C TIONS TO93TRUC I / / \\ 1 l l of l 11 Ij1L1 �D s881 l it I / T�U FAE6 9 LARD¢ 11 1 1\ 1 i l l i l I * ( I 1 AGAPE: PLAIN 11 \ I 1\ 1 1 1 1 1 1 s9sj' I I E TRA I b "ISAI I 1111j ' 1 I I * > 74 \ \ \ \ \ \ \ — _ . — / 67 TEE) PVC IN / 16t,343 l 1L[T P1_A� T 3 1 1 \ \ \\ / `, ses 1 I cal\ \ \ \\ \ \ / x� QyM# 1 \ B UIS 1 1 * 83 \ \ \ \ \ - -� / / LiN43 — 7 t \ \ \ 93 \ \ \ \ \ \ _ 1// / /18" HICK GR4VE EDDI / \ \ \ \ \ /� / / R TIL TY PLAN SEEEY �j IR I' / / 2i4 "W S,TORMDRAItY / / ` _ 7 / 11/111 PEA UTILITY PLA4 B�EEEET C,3 j/ �i 92 It MILL 7REMN RE SURF� CIN6 PER 1 I \ \ \ \ \ \ \ \ \ = I II FNCINJTA� STANDAR0 DRAWII i — = 4 8 1 \ \s \ \ \ \\ !// lUT1�I� A K i 3s �" 1 zs \ 4 \* o \\ �\ / /// 1 h \/ / -- /FLII" * ,� // / / /WS 11 AING PRKPOY BE REMO D AAA -- — 37 ROVIOE 1¢s \\ I 1 11 11 ` / 1 1 1 �RLftltllIli / / / (// AA ACCE SSI P INLET PARKING. * 37 J30 \ * 1 i * \ \ 1 1 111 / I i \ \ I lllllll i / / .i / R DETA SHEET 8 \ 1 83 1 I s \ 1 I 1 1 ( I \ \ I lllllljl'llf / / I B -1 -ADA COMPLIANT CjiA " * "TYPE 1 \1 1 * 1 I \ I I I 1 I I\ j i i IIIIIIfIIIII / SoRS o o28 WITHER FY LE�rD_ — ". 1 I I i I I) I I I I 1 1 1 I I II ipll / DA LAND AREA AT 2* ,MAX SLOPE STRIPY ING 38s I z% 1 I 11 I I I 1 I / I I / I ( 111111 / ' SAWCUT EXISTING AC PAVING. I TO REMAIN 383 / i It 11 94 1 I I 1 1 / 1 1 1 11" Till/ 1 6 OVERLAY AS NEEDED TO V 384 PROPOSED 6" / 67 1 1 I LOTL 3 l l l l / EXI IIf�' I I t IN VINGRANSRT DETAIE SFE T 8. * PCC CUB I PARKING A�PER- ' , / LOTLIAE �O _ . 40.4 • ��'' �(�� 1 1111 jj111 / SPISTJNGO REAAEAA� TAIL SH�E� 8 A5&`pdPROPOSED 30' TRAINDE 1 / 41. 1 1 11 9.4 I 1 1 1 1 1 1 / A r i( 1 1 -2 EMERGENCY/LIFEGU/ARD I O 4 * \ 394 x VEHICLE APCESS W/ * I / BLACK TRUNCATED DOMES — / (3'WIOE STRIP) i/ s 1 731 � I I I I I III I I F- i 1 III dill IIA� v � /�� •_ - - -- _�� � ! 9* I III I I I o 8Rfisl )11111 i� 1 1 I'll _ — _ — — — —_ —_ — - -45'— 19s 68 \ 1 1 a2 1 I I 1 1 1 1 * / I i l l H 14- \EK0'S AIN � / s04 I 6x4 l 1\ 1 1 1 PL REE 1 3 AJST T \ \E� \ 1 \ \ \ \ \ \ \ \ \\ \ \ � � T � � V'Y�MANIFOLD ��''NNnn'I��III ttnn�rr\\,I 55 62.4 ���� —I 1554 I I _7I'� / / A 17 1'J 1 IJ 1 � . 57,3 PAlIiC Y F1LAAR TARE A / -O t * C i CH EX S /TC- b6.51t J / l 3 / EXISTING / / METER�TO ss 4 l l l �A�PRdxImATE tocAfION 9 * REMAIN @F IS ITNG W TER ( / ISERrCE I TO FMAN / I / l TY E " CIJRB INLE71 I ASPH 3 I * U LITY PLAN S%ETI3 w I w I SZS � /INSTALL SAFE HI T DljRAP I T HI GH ACi i \\ ' 1 @ A OSS/ / J / J FONC l t DEPOSE I I I �/ ./ I I/5B.4 \ ' 74 I I 1 I I 1 I 1 1 it 1 11 / / /1 111 50i_ — / * \ \ DECK 23 \ III 1 1 I i I 1 1 11II11111i1// / ///111 } —� i '4111 CURB DATA TABLE NO. A/ BEARING RADIUS LENGTH DESCRIPTION 13 A =62 °16'44" 18.00 19.57' 6" PCC TYPE G -1 CURB W/ 6" OPENINGS @ 6' O.C. 14 N27 °1850 'E -- 13.75' 6" PCC TYPE G -1 CURB W/ 6" OPENINGS @ 6' O.C. 15 N56 '2151 "E -- 20.44' 6" PCC TYPE G -1 CURB 16 N40 °29 48'W -- 47.09' 6" PCC TYPE G -1 CURB 17 A =55 °29'45" 28.00 27.12' 6" PCC TYPE G -1 CURB 18 N64 "00 277E -- 5B.49' 6" PCC TYPE G-1 CURB 19 A =14 °11'25" 50.00 12.38' 6" PCC TYPE G -1 CURB APPROVED DATE R ENC S DATE BENCHMARK SCALE CITY OF ENCINITAS CONTROL POINT ENC -33 2.5" CITY OF ENCINITAS BRASS DISC IN CURB ON THE SOUTH SIDE OF THE PARKING HORIZONAL 1' =20' LOT FOR THE CITY OF ENCINITAS SWAMIS PARK IN RED CURB NORTH OF RESTROOMS, - - AS SHOWN ON RECORD OF SURVEY NO. 16416, N/A '� • I D4 , "I p m �A SCALE 100=W9 LbMCU tlT UMA„ LY UT LMCL: is UT APPROVALS tlGM WGM WJS EPA E UNDER THE SUPERVISION OF RECOMMENDED: APPROVED' DATE: I 2 BY: R.C.E. NO. 73620 MASIH MAHER GREG SH LD S IAM G. MACK EXP. 12 -31 -12 DATE: _411WI DATE: ' S8315557"W X60.62' I I V v . \ 5,94 \ \ CENTE C STREET 1 a ^VcP x \ _RIGHT- OF7WAY I _ I SA XiMATE L& TION OF- EXISTING 6" ACP WATER MAIN I /'f CONC i I l— * 634 / F' _ - - - - -- 1 1 GRAPHIC SCALE 1 " =20' 0 20 40 60 OFFICE OF THE STATE FIRE MARSHAL APPROVED FFRF ANOPANYC ONLY Reviewed by _ APR 2 7 2012 4pproval of thieplmei dame fiatmnU•aflzm at ip 1@14 fave qay dtniiilan of dmvimtlanOg1 p l@a0iafmgu)atiane Final a anal to a ail imputian.0"aActa €a @favadrlana all be available on the moles site at a I Eimu PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 N Coast Highway 101 Ste A Solana Beach, CA 92075 ph 858.259.8212 E ffa 858.259.4812 1 pisaengineering.com CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. GRADING PLAN BID ALTERNATE FOR. MOONLIGHT STATE BEACH 11182 -G IMPROVEMENTS CASE NO. 11 -166 MUPIDRICDP A.P.N. 25B- 042 -30, 259- 054 -01 1 SHEET 6 OF 9 APPROVED DATE R ENC S DATE BENCHMARK SCALE CITY OF ENCINITAS CONTROL POINT ENC -33 2.5" CITY OF ENCINITAS BRASS DISC IN CURB ON THE SOUTH SIDE OF THE PARKING HORIZONAL 1' =20' LOT FOR THE CITY OF ENCINITAS SWAMIS PARK IN RED CURB NORTH OF RESTROOMS, - - AS SHOWN ON RECORD OF SURVEY NO. 16416, N/A '� • I D4 , "I p m �A SCALE 100=W9 LbMCU tlT UMA„ LY UT LMCL: is UT APPROVALS tlGM WGM WJS EPA E UNDER THE SUPERVISION OF RECOMMENDED: APPROVED' DATE: I 2 BY: R.C.E. NO. 73620 MASIH MAHER GREG SH LD S IAM G. MACK EXP. 12 -31 -12 DATE: _411WI DATE: ' S8315557"W X60.62' I I V v . \ 5,94 \ \ CENTE C STREET 1 a ^VcP x \ _RIGHT- OF7WAY I _ I SA XiMATE L& TION OF- EXISTING 6" ACP WATER MAIN I /'f CONC i I l— * 634 / F' _ - - - - -- 1 1 GRAPHIC SCALE 1 " =20' 0 20 40 60 OFFICE OF THE STATE FIRE MARSHAL APPROVED FFRF ANOPANYC ONLY Reviewed by _ APR 2 7 2012 4pproval of thieplmei dame fiatmnU•aflzm at ip 1@14 fave qay dtniiilan of dmvimtlanOg1 p l@a0iafmgu)atiane Final a anal to a ail imputian.0"aActa €a @favadrlana all be available on the moles site at a I Eimu PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 N Coast Highway 101 Ste A Solana Beach, CA 92075 ph 858.259.8212 E ffa 858.259.4812 1 pisaengineering.com CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. GRADING PLAN BID ALTERNATE FOR. MOONLIGHT STATE BEACH 11182 -G IMPROVEMENTS CASE NO. 11 -166 MUPIDRICDP A.P.N. 25B- 042 -30, 259- 054 -01 1 SHEET 6 OF 9 FOUNDATION -SECTION - - PORTION OF WALL III - - - - RER S`T�TURAL PLANS STRUCTURAL RETAIN PER FS -20.0 - - - I= -� FF =20.0 PROPOSED PCC HARDSCAPE PER LANDSCAPE PLANS SECTION A NOT TO SCALE PROPOSED FENCE PER LANDSCAPE PLANS X ATRIUM DRAINS ABOVE WALL PER UTILITY PLAN PROPOSED GUARD RAIL PER LANDSCAPE PLANS WALKWAY' LKWA -III =I PROPOSED 4' MAX. HIGH I I =I "TYPE B" GRAVITY RETAINING WALL >c I I= III =I I (= EXISOXI ATE LINE OF GRADE PER SDRSD C -9 PROPOSED COBBLE LINED SWALE PER - - - I h -I INSTALL 5" PVC DETAIL THIS SHEET - - - - - SURFACE DRAIN HARDSCAPE PER TW =22.5 21I I (I I (I = -I I I = =I ( INSTALL 4" PVC PERF. SUBDRAIN PER LANDSCAPE PLANS �?¢ GEOTECHNICAL 2% III III III RECOMMENDATIONS PROPOSED 7' MAX (5' EXPOSED) ((I -III - III -) I III CONCRETE RETAINING WALL = PER SDRSD C -11 I I II II S II I (III =III -) 4" MIN. THICK FS =20.0 NOTES: PCC WALKWAY PROPOSED 4' HIGH (2.5' EXPOSED) 1. ALL DIMENSIONS AND REINFORCEMENT "TYPE B" GRAVITY RETAINING WALL PER SDRSD C -9 FOR WALLS PER SDRSD C -9 AND C -11. 2. SEE PROJECT LANDSCAPE DRAWINGS FOR ALL WALL FINISH & COLOR SPECIFICATIONS. SECTION B NOT TO SCALE INSTALL 6" WIDE OPENINGS IN CURB FOR DRAINAGE OVERFLOW @ 6' O.C. FS =20.7- 2 %- - PROPOSED PCC HARDSCAPE PER LANDSCAPE PLANS r- PROPOSED GUARD RAILS PER LANDSCAPE PLANS APPROXIMATE LINE OF EXISTING GRADE TI - 21 1=I I 12_• MIN- - 11 11 8" MONOLITHIC CURB " REINFORCEMENT PER _ -I III- PLAN IN GARDEN" -_) I -I III - S1.3, DETAIL 14 FG =1 .5 4 MIN. THICK -III I� i 1 ] 11 I I -I I- III -III -_ III =I PCC WALKWAY II � II I i�ll� I =III = III = III =III =1 _ I I= III =III- PROPOSED 4' MAX. HIGH _ "TYPE B" GRAVITY RETAINING WALL OPOSED RAIN GARDEN PER SDRSD C -9 - PR AREA PER DETAIL THIS 6" CURB PER SHEET. PLANTING PER SDRSD 6-1 LANDSCAPE PLANS NOTES: 1. ALL DIMENSIONS AND REINFORCEMENT FOR WALLS PER SDRSD C -9 AND C -11. 2. SEE PROJECT LANDSCAPE DRAWINGS FOR ALL WALL FINISH & COLOR SPECIFICATIONS. SECTION C APPROXIMATE LINE OF ROOF EXISTING GRADE FS =35.5 X24" WIDE COLORED "TYPE B" BROW DITCH PER SDRSD D -75 AT TOE OF SLOPE BEHIND BUILDING. COLOR & FINISH PER LANDSCAPE PLAN INSTALL 4" PERF. PVC SUBDRAIN PER GEOTECHNICAL RECOMMENDATIONS PROPOSED 4' HIGH "TYPE B" GRAVITY RETAINING WALL PER SDRSD C -9 30" APPROXIMATE LINE OF EXISTING GRADE 8" MIN. LOW PERMEABLE SOIL / KEYSTONE CAP UNIT KEYSTONE COMPAC UNIT �1 11- LIFEGUARD I J 1T11'_L GARAGE 1 114" RETAINED SOIL �� x 18rr FINISHED GRADE - - - - - - UNIT DRAINAGE FILL 24" _ - (314 " CRUSHED ROCK EXISTING SEGMENTAL BLOCK RETAINING WALL 111_111_ ;I .Xol.11lLolsi SLOPE TOTAL RETAINED SOIL TYPE PORTION OF WALL TO PER OR STONE) fI - I TO REMAIN -I I 3.0' (0.91m) III 2.33' (0.71 m) 2.33' (0.71m) Silty 233' (0.71m) RETAIN STRU TURAL DRAWINGS APPROXIMATE LIMITS -' I L �� -rs e Clay (0.91m) S ( <1.00, (0.30m) 33' (0.1m) OF EXCAVATION CONCRETE 10" PVC SO III) CRUSHEDOSTONE EVELING PAD I I 4" PERFORATED PVC DRAINAGE 24" WIDE COLORED 'TYPE B" III - FF =21.0 TILE WRAPPED IN FILTER FABRIC BROW DITCH PER SDRSD D -75. -III III I ) ` (IF REQUIRED) FOUNDATION SOIL COLOR & FINISH PER - -- LANDSCAPE PLAN - -- III =III- COMPAC UNIT - 1" SETBACK INSTALL 4" PERF. PVC SUBDRAIN PER GEOTECHNICAL RECOMMENDATIONS SEGMENTAL WALL DETAIL � i ELI - 4" rMIN ate^ N EMBEDMENT_ }I ZI I _ - " 8" MIN DIAMETER COBBLE' Q ;I i�, PER LANDSCAPE PLANS ;I DG SETTING BED PER LANDSCAPE PLAN COBBLE LINED SWALE DETAIL NOT TO SCALE DEEP - ROOTED DROUGHT TOLERANT PLANTS FOR WELL- DRAINED SOILS PER LANDSCAPE PLANS GROUND COVER PER LANDSCAPE PLANS I ( IILILI I -I ITII II�� -294" SEE NOTE ENGINEERED B IL BELOW * I_II��I 111-1 X111-- lll--Ll l=1 %II I �I I H I �I I 2' OF 318' GRAVEL 12 'OF 314" GRAVEL *if SEE NOTE BELOW x BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND. 20-30% COMPOST OR HARDWOORD MULCH, AND 20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. X* 314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL "RAIN GARDEN" TYPICAL DETAIL NOT TO SCALE NOT TO SCALE APPROXIMATE LINE OF EXISTING GRADE _ INSTALL 6" WIDE CJPENINGS IN CURB FOR DRAINAGE OVERFLOW @ 6' O.C. 12" MIN RTES 2% RAIN GARDEN" yV 3:1t - =I �- PROPOSED PCC HARDSCAPE PER LANDSCAPE PLANS - PROPOSED 6" CURB PER SDRSD G -1 SECTION D PROPOSED RAIN GARDEN AREA PER DETAIL THIS SHEET. PLANTING PER LANDSCAPE PLANS SECTION E NOT TO SCALE BY KEYSTONE OR APPROVED EQUAL NOT TO SCALE /,16\ iA -SEE MECHANICAL AND PLUMBING DRAWINGS FOR ACTUAL CONNECTION TO BUILDING �, I II� I iA /A i-A FS =20.0 DE 1 TIVE PLANTER PCC HARDSCAPE PER SEAT WALL PER \� �\ WI/THSEAT WALL PER \ DETAIL SHEET 7 LANDSCAPE PLANS i LANDSCAPE PLANS . /' / /h� > I INSTALL SOIL SECTION IN \, IFS =19.5 ✓, I F5' --19.7 /A I PLANER AREAS PER RAIN \ 2% I GARDEN DETAIL THIS SHEET 011 `2% ,y \ I � 1 I FG=199 (TYP) 1 ­ TOTAL RETAINED SOIL TYPE HEIGHT . NEAR VERTICAL WALL (Minimum setback per unit) NEAR VERTICAL- COMPAC UNITS Maximum Height Gravity Wall Charts _J 1 ;I .Xol.11lLolsi SLOPE TOTAL RETAINED SOIL TYPE Level 4Fk'IV 3H:TV 2HAV 7233' 3.0' (0.91m) 2.33' (0.71m) 2.33' (0.71 m) 2.33' (0.71m) Silty 233' (0.71m) 2.33' (0.71m) 167' (0.51m) 167' (0.51m) e Clay (0.91m) 1.67' (0.51m) 1.67' (0.51m) <1.00, (0.30m) Maximum Height Gravity Wall Charts SETBACK OPTION - COMPAC UNITS _J 1 -T- SLOPE TOTAL RETAINED SOIL TYPE HEIGHT ah.1V Sand /Grave6T ONE INCH SETBACK WALL 3.OD' (0.91 m) (T" min. setback per unit) (25mm) SETBACK OPTION - COMPAC UNITS 3' MAX WALL W/ 3:1 BACKFILL SILTY SAND SOIL I 1 NOTM CPLNLAigN5 F4LNE A UNIT WE1GN17E In R30AA..�IOR ALL SOI IVE50.55UL$O4 AGL.SFCR EMIN PRESSVRF fALCULAliw.5 A2E'. S.WS 611 . sary snl® , ANN 54IOY SLn:EAN QAr.26 NOA C.N. SNUC11NaS". FS $ .CN SME FRFOIMFD USwGCQILWAS EnR-x 1+R IS $LWE ANIAV515 MC VD FDI*Ni NEAR ITIVIAL "MIS UNJ?fI RAFTER AD I'SC 9A..R WA JFL$Eb BAITER NO S1.RChLRGES WERE ISEO H FUE ANKY515 "A"O"A O"OS 5pEC'AL LOAdNGCONgIALSn LL REUUC[ nWRAUM WN.L.IERW s x wNGCNGULA'ICNS/SSLME ASOSfiiAl.^.RUSxEASIarvE LEIAENG RAO AS QEANP FO EOUNINAM."AI EAIAE'HE INFOAAPTON PROMAr] 6 FOR RIE MA4V]. ISE ON1 A'JlML8. 1'RO.IONAL SOIJLO BE N,NSNA`EO R„SIONE ACCEPTS NO I AaIII' FOR IN= INNIOPER USE Oi TlEI TABLES Na�am M1""aamr+m N•"xwery b," "e me rrnrwra"p l+s+�a IDA'= �rN,MrOr q M+ry EA�1'>A�LLN�¢ &rtm A'nv".COmrtuclm Mamrai E] INTERCEPTOR FS =19.5 OWN FS--19.8 I 4" PVC SEWER FOR SHOWER DRAINS N H A � PER MECHANICAL ; v% iJ I �� i�L�T COMvECT TO OIL /SAND INTERCEPTOR KEYSTONE GRAVITY WALL CHART & PLUMBING PLAN (+ I �L� SE I 76=� 9.4 FOR REFERENCE ONLY P -1 -0.3 CI+EANOU FS =19.5 � I SEE MECHANICAL AND PLUMBING BEACH ` I I dN DRAWINGS FOR ACTUAL SAND 0 CONECTION TO BUILDING vk i s i� NEW 2.5" COPPER IN I FS =20.0 WATER SERVICE LIME I FS =195 GIMLET IFS =199 TG 19.4 NEW 6" I / 0 29.6 PVC SEWER i > I /� i I J FS=-20.0 BW 29.6 / FS =19.5 I / F 29.55 / E D G E OF HARDSCAPE I I y j SHOWER DRAIN PER `y"' / IE 28.5 TO 29.5 FS =19.5 DRAIN 3 FrSF_19B \ ARCHITECTURE PLAN (TYP) IE 27.0 / 2% y INLET , r ' \ DRAIN TO SEWER -- - - -- - / I TG =19.49 PROPOSED 7.5' MAX TW 33.0 GRADE BREAK IN A Ii �2% t INSTALL 1" COPPER WATERLINE (6.5' EXPOSED) CONCRETE / BW 32.3 HARDSCAPE FOR ( RESTROOM & \ FOR NEW OUTDOOR SHOWER RETAINING WALL / /I / PROPOSED 2' MAX (1' EXPOSED) SHOWER DRAINAGE I (k p19� I CONCESSION s PER SDASD C -11 IF 29.6 I CONCRETE CHEEK WALL PER SI i F5=19.7 BUILDING / / LANDSCAPE PLAN L1 -8, FF =20.00 IE 28.0 DETAIL 1C �{ INSTALL SOIL SECTION IN / /, I /MIN CLE 16 f� i� I PLANTER AREAS PER RAIN TW 35.5 \ GARDEN NAIL THIS SHEET icy ILL PT D I FG =19.9 (TYP) BW 29.0 .36.6 S PER MECHANICAL / BW 35.6 & PLIWING PLAT FS =20.0 FS 35.5/ v ) X1-0.3 \ + is i� A / FS FS IE 34.6 SHOWER DRAINAGE DETAIL STAIR DETAIL SCALE: 1 =10' SCALE: 1 " =10' FINISHED GRADE TW PER PLAN TW PER PLAN FINISHED GRADE ICI,lE! '__I;I E II s1 I I'II -I ¢ BW PER PLAN q ( }I ! I ; T7 T I; J ,i BW PER PLAN a a LU II =1 7. �I��II idr" Z a Z LLB I . rI I I 1 - III i' Nti - ti I - o _ a 7 T%--- ' a a DAYLIT SORSO- -9. 7' TO GRAVITY RETAINING WALL aYLID�Tr PER SDRSD C-9 =)1 -I 1- ` NOTES: 1. ALL DIMENSIONS AND REINFORCEMENT PER SDRSD C -9 AND C -11. CONCRETE RETAINING WALL 2, SEE PROJECT LANDSCAPE DRAWINGS FOR PER SDRSD C-11 ALL WALL FINISH & COLOR SPECIFICATIONS. TYPE 1A TYPICAL HARDSCAPEi NREMARSHA NOT TO SCALE APPRfi P(TT ' 'ONLY Reviewed by' _. APR 2 7 2012 TYPICAL RETAINING WALLS PASCO CARET SUITER NOT TO SCALE & NOT TO SCALE ASSOCIATES W L M G. 620 APE SECTIONS &DETAILS CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING R.C.E. N0. 73620 535 RT Coast Highway IlOIl Ste A S ®Ilema Beach, CA 92 075 EXP. 12131101&f ph 858.259.8212 1 fx 858.259.4512 Ip1saengineering.s ®m REVISIONS APPROVED DATE REFER NCES DATE BENCHMARK SCALE PLANNING I& BUILDING DESIGNED BY DRWGM BY CHECKED BY APPROVALS CITY OF ENCINUAS ENGINEERING DEPARTMENT DRAWING NO. E P16 IL (I•S 1 CITY OF ENCINITAS CONTROL POINT ENC -33 PLAN FARE UNDER THE SUPERVISION OF RECOMMENDED: APPROVE SECTIONS & DETAILS FOR: 2.5" CITY OF ENCINITAS BRASS DISC IN REVI WED BY: D ���y��� CURB ON THE SOUTH SIDE OF THE PARKING HORIZONAL N/A DATE:' BY: - -' MOONLIGHT STATE BEACH 1 1 1 82 -G LOT FOR THE CITY OF ENCINITAS SWAMIS -- PARK IN RED CURB NORTH OF RESTROOMS, WILLIAM R. C. E. NO. 73620 MASIH MAHER GR G S LDS D� U�(('pp ` E ,(�+ AS SHOWN ON RECORD OF SURVEY NO. 18416. VERTICAL N/A 11Y1rRO Y�+1YlI',NTS DATE' G. MACK EXP. 12 -31 -12 DATE: 4 I 2 DATE: 4• i8 1I DATUM., NAVD88 ELEV.: 85.081 ' -$�L CASE N0. 11 -166 MUP /DR /CDP A.P.N. 258- 042 -30, 259 - 054 -01 SHEET 7 OL 9 Sail Type :71! "Nk1Y ah.1V Sand /Grave6T 0m) 3.OD' (0.91 m) 3A0' to 91m) OD' 3.00' 2.33' 5Ry Sand 1m) (0.91m) (O.71m) Siit/Leen Cla Y (0.91m) 33' (0.1m) 2.33' .71m) 100 (0.30' 3' MAX WALL W/ 3:1 BACKFILL SILTY SAND SOIL I 1 NOTM CPLNLAigN5 F4LNE A UNIT WE1GN17E In R30AA..�IOR ALL SOI IVE50.55UL$O4 AGL.SFCR EMIN PRESSVRF fALCULAliw.5 A2E'. S.WS 611 . sary snl® , ANN 54IOY SLn:EAN QAr.26 NOA C.N. SNUC11NaS". FS $ .CN SME FRFOIMFD USwGCQILWAS EnR-x 1+R IS $LWE ANIAV515 MC VD FDI*Ni NEAR ITIVIAL "MIS UNJ?fI RAFTER AD I'SC 9A..R WA JFL$Eb BAITER NO S1.RChLRGES WERE ISEO H FUE ANKY515 "A"O"A O"OS 5pEC'AL LOAdNGCONgIALSn LL REUUC[ nWRAUM WN.L.IERW s x wNGCNGULA'ICNS/SSLME ASOSfiiAl.^.RUSxEASIarvE LEIAENG RAO AS QEANP FO EOUNINAM."AI EAIAE'HE INFOAAPTON PROMAr] 6 FOR RIE MA4V]. ISE ON1 A'JlML8. 1'RO.IONAL SOIJLO BE N,NSNA`EO R„SIONE ACCEPTS NO I AaIII' FOR IN= INNIOPER USE Oi TlEI TABLES Na�am M1""aamr+m N•"xwery b," "e me rrnrwra"p l+s+�a IDA'= �rN,MrOr q M+ry EA�1'>A�LLN�¢ &rtm A'nv".COmrtuclm Mamrai E] INTERCEPTOR FS =19.5 OWN FS--19.8 I 4" PVC SEWER FOR SHOWER DRAINS N H A � PER MECHANICAL ; v% iJ I �� i�L�T COMvECT TO OIL /SAND INTERCEPTOR KEYSTONE GRAVITY WALL CHART & PLUMBING PLAN (+ I �L� SE I 76=� 9.4 FOR REFERENCE ONLY P -1 -0.3 CI+EANOU FS =19.5 � I SEE MECHANICAL AND PLUMBING BEACH ` I I dN DRAWINGS FOR ACTUAL SAND 0 CONECTION TO BUILDING vk i s i� NEW 2.5" COPPER IN I FS =20.0 WATER SERVICE LIME I FS =195 GIMLET IFS =199 TG 19.4 NEW 6" I / 0 29.6 PVC SEWER i > I /� i I J FS=-20.0 BW 29.6 / FS =19.5 I / F 29.55 / E D G E OF HARDSCAPE I I y j SHOWER DRAIN PER `y"' / IE 28.5 TO 29.5 FS =19.5 DRAIN 3 FrSF_19B \ ARCHITECTURE PLAN (TYP) IE 27.0 / 2% y INLET , r ' \ DRAIN TO SEWER -- - - -- - / I TG =19.49 PROPOSED 7.5' MAX TW 33.0 GRADE BREAK IN A Ii �2% t INSTALL 1" COPPER WATERLINE (6.5' EXPOSED) CONCRETE / BW 32.3 HARDSCAPE FOR ( RESTROOM & \ FOR NEW OUTDOOR SHOWER RETAINING WALL / /I / PROPOSED 2' MAX (1' EXPOSED) SHOWER DRAINAGE I (k p19� I CONCESSION s PER SDASD C -11 IF 29.6 I CONCRETE CHEEK WALL PER SI i F5=19.7 BUILDING / / LANDSCAPE PLAN L1 -8, FF =20.00 IE 28.0 DETAIL 1C �{ INSTALL SOIL SECTION IN / /, I /MIN CLE 16 f� i� I PLANTER AREAS PER RAIN TW 35.5 \ GARDEN NAIL THIS SHEET icy ILL PT D I FG =19.9 (TYP) BW 29.0 .36.6 S PER MECHANICAL / BW 35.6 & PLIWING PLAT FS =20.0 FS 35.5/ v ) X1-0.3 \ + is i� A / FS FS IE 34.6 SHOWER DRAINAGE DETAIL STAIR DETAIL SCALE: 1 =10' SCALE: 1 " =10' FINISHED GRADE TW PER PLAN TW PER PLAN FINISHED GRADE ICI,lE! '__I;I E II s1 I I'II -I ¢ BW PER PLAN q ( }I ! I ; T7 T I; J ,i BW PER PLAN a a LU II =1 7. �I��II idr" Z a Z LLB I . rI I I 1 - III i' Nti - ti I - o _ a 7 T%--- ' a a DAYLIT SORSO- -9. 7' TO GRAVITY RETAINING WALL aYLID�Tr PER SDRSD C-9 =)1 -I 1- ` NOTES: 1. ALL DIMENSIONS AND REINFORCEMENT PER SDRSD C -9 AND C -11. CONCRETE RETAINING WALL 2, SEE PROJECT LANDSCAPE DRAWINGS FOR PER SDRSD C-11 ALL WALL FINISH & COLOR SPECIFICATIONS. TYPE 1A TYPICAL HARDSCAPEi NREMARSHA NOT TO SCALE APPRfi P(TT ' 'ONLY Reviewed by' _. APR 2 7 2012 TYPICAL RETAINING WALLS PASCO CARET SUITER NOT TO SCALE & NOT TO SCALE ASSOCIATES W L M G. 620 APE SECTIONS &DETAILS CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING R.C.E. N0. 73620 535 RT Coast Highway IlOIl Ste A S ®Ilema Beach, CA 92 075 EXP. 12131101&f ph 858.259.8212 1 fx 858.259.4512 Ip1saengineering.s ®m REVISIONS APPROVED DATE REFER NCES DATE BENCHMARK SCALE PLANNING I& BUILDING DESIGNED BY DRWGM BY CHECKED BY APPROVALS CITY OF ENCINUAS ENGINEERING DEPARTMENT DRAWING NO. E P16 IL (I•S 1 CITY OF ENCINITAS CONTROL POINT ENC -33 PLAN FARE UNDER THE SUPERVISION OF RECOMMENDED: APPROVE SECTIONS & DETAILS FOR: 2.5" CITY OF ENCINITAS BRASS DISC IN REVI WED BY: D ���y��� CURB ON THE SOUTH SIDE OF THE PARKING HORIZONAL N/A DATE:' BY: - -' MOONLIGHT STATE BEACH 1 1 1 82 -G LOT FOR THE CITY OF ENCINITAS SWAMIS -- PARK IN RED CURB NORTH OF RESTROOMS, WILLIAM R. C. E. NO. 73620 MASIH MAHER GR G S LDS D� U�(('pp ` E ,(�+ AS SHOWN ON RECORD OF SURVEY NO. 18416. VERTICAL N/A 11Y1rRO Y�+1YlI',NTS DATE' G. MACK EXP. 12 -31 -12 DATE: 4 I 2 DATE: 4• i8 1I DATUM., NAVD88 ELEV.: 85.081 ' -$�L CASE N0. 11 -166 MUP /DR /CDP A.P.N. 258- 042 -30, 259 - 054 -01 SHEET 7 OL 9 NEW 6" PCC TYPE G -1 CURB INSTALL NEW SOLID �1 RED FIRE LANE STRIPING REMOVE AND REPLACE ISTING FIRE EXISTING STRIPING AS �NE STRIPING SHOWN TO WIDEN FIRELANE \TO BE RESTRIPED AS NECESSARY / INSTALL NEW ADA PARKING EXISTING X]& LOADING ZONES PER CURB SDRSD M -27A 6 M -29 (TYP) k Q Q -Typ TYP ' �� 1 YP —1 X 9' 9' 90 <ao 45- NSTALL IPED NO PARKING AREA 12" TALL RED - PAINTED LETTERING 'NO PARKING "I NEW TRASH ENCLOSURE PER ARCHITECTURAL PLANS STRIPING DETAIL B STREET TERMINUS BASE BID SCALE.' 1' =10' END 14 ± xm "X 1 N nZ m� 14.4'± STRIPING DETAIL TRASH ENCLOSURE SCALE: l'-10' n EXISTING GUARD SHACK TRASH ENCLOSURE WALL PER ARCHITECT PLANS PER ARCHITECT PLANS COVERED TRASH 4' 10" APPROXIMATE LINE OF ENCLOSURE CLEAR NO EXISTING GRADE EXISTING AC 2% PAVEMENT SECTION AREA D. PLANS O- - - TO PUBLIC SEWER AT-FACE-- SECTION F NOT TO SCALE OVER JM) II AB NEW "TYPE B -1" ADA COMPLIANT CURB RAMPS PER SDRSD G -28, WITH CITY APPROVED BLACK TRUNCATED DOMES OVER FULL LENGTH OF RAMP. x • EXISTING STRIPE TO REMAIN ffm REQUIRED CLEAR ADA LANDING AREA PER SDRSD G -28 2% MAX SLOPE i _1 J / 4 STRIPING SDRSD M-2 >> > 0 ♦t� INSTAL N / -� STRIPED NO PARKING AREA / QP O -0 - TYP NEW "TYPE B -1" ADA COMPLIANT CURB � DRIVEWAY \ RAMPS PER SDRSD G -28, WITH CITY APPROVED----,_ BLACK TRUNCATED DOMES OVER FULL LENGTH _i o 0 OF RAMP. t INSTALL SAFE HIT DURAPOST HIGH IMPACT REQUIRED CLEAR ADA LANDING 'DELINEATOR W/ SURFACEMOUNT BASE AREA PER SDRSD G -28 , a ;q• ; a q { /_� @ 5' O.C. MIN. WITHIN DRIVEWAY ONLY 2% MAX SLOPE ' I —i INSTALL FIXED BOLLARDS @ 5 0.G° /MIN. '< DO NOT PLACE WITHIN ANY PORTION OF NEW "TYPE B -1" ADA COMPLIANT CURB PEDESTRIAN RAMPS. RAMPS PER SDRSD G -28, WITH CITY APPROVED REQUIRED CLEAR ADA LANDING BLACK TRUNCATED DOMES OVER FULL LENGTH AREA PER SDRSD G -28 OF RAMP. 2% MAX SLOPE NSTALL IPED NO PARKING AREA 12" TALL RED - PAINTED LETTERING 'NO PARKING "I NEW TRASH ENCLOSURE PER ARCHITECTURAL PLANS STRIPING DETAIL B STREET TERMINUS BASE BID SCALE.' 1' =10' END 14 ± xm "X 1 N nZ m� 14.4'± STRIPING DETAIL TRASH ENCLOSURE SCALE: l'-10' n EXISTING GUARD SHACK TRASH ENCLOSURE WALL PER ARCHITECT PLANS PER ARCHITECT PLANS COVERED TRASH 4' 10" APPROXIMATE LINE OF ENCLOSURE CLEAR NO EXISTING GRADE EXISTING AC 2% PAVEMENT SECTION AREA D. PLANS O- - - TO PUBLIC SEWER AT-FACE-- SECTION F NOT TO SCALE OVER JM) II AB NEW "TYPE B -1" ADA COMPLIANT CURB RAMPS PER SDRSD G -28, WITH CITY APPROVED BLACK TRUNCATED DOMES OVER FULL LENGTH OF RAMP. x • EXISTING STRIPE TO REMAIN ffm REQUIRED CLEAR ADA LANDING AREA PER SDRSD G -28 2% MAX SLOPE i _1 J / 4 STRIPING SDRSD M-2 >> > 0 ♦t� INSTAL N / -� STRIPED NO PARKING AREA / QP TERMINATE STRIPING AT EDGE OF DRIVEWAY STRIPING DETAIL -C STREET TERMINUS V. BID ALT SCALE: 1`-10' 24'X24" CONCRETE GRATED INLET BY BRROO S OR EQUIV. - D-75 W CH P. �C /� Ya" PERFORATED PVC STOW MIN fjXr i cfvT.FILTER FABRIC W/ 18" MIN THICK GRAVEL PIPE BEDDING *PL.Ac(,- PC-APOILA,TInJOS AT XNiVLtd`f �,PEay Qua .• PI.�N VIEW bM{kw PIPE 'f1+R.ouGN WMJ-� A OXIMATE LINE OF EXISTING GRADE TW =23.0 EXISTING AC PAVEMENT SECTION IT i- SECTION B EXISTING WALL PLACC PERF®KA110M..5 AT PrPff Z'AIVC -AT J. FL =20.0 I r`I -1 -1 '? REMOVE EXISTING 6" PVC IE =20.7 GRAVEL PIPE BEDDING /AFFICE OF THE STATE FIRE MARSHAL GRIND & OVERLAY AC PAVEMENT AS @ 5.7% IE =20.6 INFILTRATION SECTION AFdROVk1zf14NI�PAdICOA1LY NECESSARY WTE: Rev F xa�. AC PAVEMENT GRIND/OVERLAY DETAIL 1' WIDTH DCH N ELP ER SNDRSD D -34 NOT TO SCALE (USE 24" DIA PIPE, SINGLE PIPE). APR P 7 2Q12 SECTIONA Approval OfthiRplanAnuseatrut N120 at ip t+i amisates at davirtin� fka8+ ��� ilttisEtetts Piaat a�rwvsl tv su�� €� R v tn. ft �o sat of a rav @d iPis ,hall be available on the oroieef site at a I timoF DRAINAGE CHANNEL DETALI, AS BUILT NOT TO SALE PASCO LARET SUITER & ASSOCIATES #T� CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING IAM G. MACK S SECTIONS DETAILS & STRIPING 535 N Coast Highway llOIl Ste A Solana Beach, CA 92 075 A.C.E. N0. 73620 ' h 858.259.8212 fr 858.259.4812 1sae� ineefi� c®m EXP. 12/31/�:fL( P I I P 8• l�= REVISIONS APPROVED DATE RE E NCE DATE BEN(,`�K $GALE PLANNING & BUH-DING DESIGNED BY DRAWN BY CHEWJS BY APPROVALS C= OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. &1 LT (• fwrg&NT lop 'S'1 CITY OF ENCINITAS CONTROL POINT ENC -33 PLAN PAR UNDER THE SUPERVISION OF RECOMMENDED: APPROVE SECTIONS AND STRIPING FOP R 2.5" CITY OF ENCINITAS BRASS DISC IN VIEWED BY: MOO vLIGHT STATE BEACH 1 1 1 82 -G CURB ON THE SOUTH SIDE OF THE PARKING HORIZONAL N/A B Y. ^ / LOT FOR THE CITY OF ENCINITAS SWAMIS DATE: r MASIH MAHER GREG S L �J�' PARK IN RED CURB NORTH OF RESTROOMS, n� �a R. C. E. N0. 73620 DS �RO �' L� �L+��rrs - _ - - AS SHOWN ON RECORD OF SURVEY NO. 18416. VERTICAL N/A 1� / lY E r 1 _ DATE.- WILLIAM G. MACK � EXP. 12 -31 -12 DATE: Q / DATE: t / S - (2 DATUM: NAVDBB ELEV.: 85.081 ' -- ��8/ 2 CASE NO. 11 -166 MUP/DR/CDP A.P.N. 258- 042 -30, 259 - 054 -01 rSHEET 8 OF 9 a H Q O TERMINATE STRIPING AT EDGE OF DRIVEWAY STRIPING DETAIL -C STREET TERMINUS V. BID ALT SCALE: 1`-10' 24'X24" CONCRETE GRATED INLET BY BRROO S OR EQUIV. - D-75 W CH P. �C /� Ya" PERFORATED PVC STOW MIN fjXr i cfvT.FILTER FABRIC W/ 18" MIN THICK GRAVEL PIPE BEDDING *PL.Ac(,- PC-APOILA,TInJOS AT XNiVLtd`f �,PEay Qua .• PI.�N VIEW bM{kw PIPE 'f1+R.ouGN WMJ-� A OXIMATE LINE OF EXISTING GRADE TW =23.0 EXISTING AC PAVEMENT SECTION IT i- SECTION B EXISTING WALL PLACC PERF®KA110M..5 AT PrPff Z'AIVC -AT J. FL =20.0 I r`I -1 -1 '? REMOVE EXISTING 6" PVC IE =20.7 GRAVEL PIPE BEDDING /AFFICE OF THE STATE FIRE MARSHAL GRIND & OVERLAY AC PAVEMENT AS @ 5.7% IE =20.6 INFILTRATION SECTION AFdROVk1zf14NI�PAdICOA1LY NECESSARY WTE: Rev F xa�. AC PAVEMENT GRIND/OVERLAY DETAIL 1' WIDTH DCH N ELP ER SNDRSD D -34 NOT TO SCALE (USE 24" DIA PIPE, SINGLE PIPE). APR P 7 2Q12 SECTIONA Approval OfthiRplanAnuseatrut N120 at ip t+i amisates at davirtin� fka8+ ��� ilttisEtetts Piaat a�rwvsl tv su�� €� R v tn. ft �o sat of a rav @d iPis ,hall be available on the oroieef site at a I timoF DRAINAGE CHANNEL DETALI, AS BUILT NOT TO SALE PASCO LARET SUITER & ASSOCIATES #T� CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING IAM G. MACK S SECTIONS DETAILS & STRIPING 535 N Coast Highway llOIl Ste A Solana Beach, CA 92 075 A.C.E. N0. 73620 ' h 858.259.8212 fr 858.259.4812 1sae� ineefi� c®m EXP. 12/31/�:fL( P I I P 8• l�= REVISIONS APPROVED DATE RE E NCE DATE BEN(,`�K $GALE PLANNING & BUH-DING DESIGNED BY DRAWN BY CHEWJS BY APPROVALS C= OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. &1 LT (• fwrg&NT lop 'S'1 CITY OF ENCINITAS CONTROL POINT ENC -33 PLAN PAR UNDER THE SUPERVISION OF RECOMMENDED: APPROVE SECTIONS AND STRIPING FOP R 2.5" CITY OF ENCINITAS BRASS DISC IN VIEWED BY: MOO vLIGHT STATE BEACH 1 1 1 82 -G CURB ON THE SOUTH SIDE OF THE PARKING HORIZONAL N/A B Y. ^ / LOT FOR THE CITY OF ENCINITAS SWAMIS DATE: r MASIH MAHER GREG S L �J�' PARK IN RED CURB NORTH OF RESTROOMS, n� �a R. C. E. N0. 73620 DS �RO �' L� �L+��rrs - _ - - AS SHOWN ON RECORD OF SURVEY NO. 18416. VERTICAL N/A 1� / lY E r 1 _ DATE.- WILLIAM G. MACK � EXP. 12 -31 -12 DATE: Q / DATE: t / S - (2 DATUM: NAVDBB ELEV.: 85.081 ' -- ��8/ 2 CASE NO. 11 -166 MUP/DR/CDP A.P.N. 258- 042 -30, 259 - 054 -01 rSHEET 8 OF 9 a H Q 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO COARSE CENTERLINE B STREET 4 BY 4 IN (10 BY 10 CM) THE POSTS. AGGREGATE RI HT -OF -WAY ' TRENCH UPSLOPE FROM AND r • FILTER - o � - '- ALONG THE LINE OF POSTS. FABRIC is , j ,aq \ ORIGINAL '- • GRADE m-i- '_ ° ° ° • °e 1 \ I / I \ ` - ' /a J ,sz °r' --�e'a = ---_erg _- - -' > = 'q ue sr .,� - _ 1 _ - _ ` 5 - _. _ '/^'/ ��- • •Q ° ° �\ ax sz , / - � � I -r- _- ��s ---- � n .x• se d $ . ez wa a a � - \r. ,`'.m - - - � /`' /� - -/ �- I •�� i w a qa • „ ", ' -,m- �- / i' -- �-- �� „` , 1.1' MIN., UNLESS OTHERWISE , Jaz q SPECIFIED BY A SOILS ENGINEER - _ - `- � � / � / a r / / , // / /, // � / J IqJ n ae•166 'a' 'J a 4,VH 6 kY?• ' �� � dilgy ` /� �_ � .14 � �� _ - _ 4 IN (10 CM) SEC°iTON A -A + ION ENTLaA LOCAL ON // as 4. BACKFILL AND COMPACT THE 3. ATTACH THE FILTER FABRIC TO / I/ I qq a, /� I - s, 0 NSTRUCTION' ORES71rRG / °' / THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. NOTE. 1 I / / ) I t ` ^072 ^�0 /l =' DETAIC' THI43 S�fff - , INTO THE TRENCH. CONTRACTOR TO MOOIFIY CONSRUCTION Et aE O �a ENTRANCE IN THE FIELD AS NECESSARY / )HJ ( 'E O / \ Owl 'Al CHANINIZE RUNOFF TOA3EDIMENTD TRAPPING DEVICE FILTER FABRIC � 1 \\ q WIRE _ W A 1 / I I a, 1 I I I I j I � _ ,,, ��` i I � { \ ''' / � i ti5i i � i � / �' � � /- ' / ¢ •• ' q' I '. I I I. I I I I ss I _ __ - -� \ 5'••< rt,•,.. i ,e, / / % /� % % �� U~] / i / i / i i/i / % i / e • • ° WIDTH AS REQUIRED CD 1 a. / I a: I I I I ( ♦ / -' s, " / /T /� / /ii / s� i i a ° • ° • ° • TO IC PATEDTT 1 / / ( I I I w I ' / , I �,.0 I .i / / /�h ° • • . < • ANTICIPATED TRAFFIC / '• I I i I I i I ,� I ��� ,R / / %� //; SILT FENCE DETAII. w • , .a° • ° 3NSTRUCT10�1'ENIMNCES 5HALL BE` / \ / �, / / %y,' u /// / /� / / // NOT TO SCALE r- 1 I I NSTALLE19vRE OVE0,& RELOCATED v s '. //i / / / // / /� / / / /� / / 7M191N. RADIUS l / / i,/ i/ /iii ii /" U R45 NECEEESSARYOURINO CONSMU6770N , °5 / i i / / i /iii /i i i� i ii i i/ i// / `/ 50' MIN 1 sa 1 1 I 1 1 1 i I i I I MIaACCOR�ANCE WITH THE APPROVED FIRE ACCESS NOTE* 1I I 1 II I i i 1°ROJ 67 PfIA51NG & STAG/N PLAN ` I / / / / / /) , ( / / / / i , DURING CONSTRUCTION A MINIMUM 16 -FOOT WIDE ENTRY MQONL6 T I I i ,aq / %P , / / �/i i�(t (( /i // /i / -CO / 'q / , /, r , /, / �, ,, // , i /° Q / \� DRIVEWAY SHALL BE PROVIDED AT ALL TIMES AT B STREET CONSTRUCTION ENTRANCE DETAIL °° / / / �ii r /i i / /i r // / l�> ENTRANCE AID /OR C STREET ENTRANCE WITH A MINIMUM OF I I E; iii I Luro): Wf7RK l l / / r /i / / / / /i / 0 ll /i/ / // �J l OME ENTRYWAY TO THE BEACH AVAILABLE AT ALL TIMES. THE NOT TO SCALE of / �> / ACCESS ROAD (AT BEACH LEVEL) LEADING FROM B STREET TO 1 I I I I i I I I i I �_ / ( / / / ! // > > ✓/i /i / /i i'� // / // �q ` C STREET SHALL BE MAINTAINED AT A MINI" 16 FEET i I 1 I I i I ,. :_ t / / , / / , .• i �/ /r/ � � � /� i ii,,/ r /�. �,,, \ �J �* WIDE UNTIL SUCH TIME THAT THE ROAD IS WIDENED TO FINAL STORMWATER POLLUTION CONTROLBMPNOTES / WIDTH OF 24 FEET. THE TEMPORARY EMERGENCY ACCESS ROAD \80 SHAH BE ALL WEATHER SURFACE AND SUPPORT WEIGHT FORA RELATIVE TO CONS TRUCTIONACTIVITIES FIRE APPARATUS (7000 LBS). E / CONCRETE WASHOUT i I I I I I I ':EI /°' / / /RJ •� !•'/ l / /%/ /% J j j �/ / Q - CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS - ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY \ FIYp705EED NOTES ,, •` / ' �' -j , • / / // / / // // /» R O �q \ I RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. i I / / / / (1 // I I •; I I I i 1 i I I \ bP � / / � / I I II (/ ,/ // J /// / //) �l �3 Q � _ � 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 61 !HORIZONTAL SILT FENCE PER /"> pj / / / I> l// // l�/ / /jr 1(( Q, Q Bo` , I TO ATIHIREE T STEEPER OR MORE IN HEIGHT AREA: FILL AREAS CONSTRUCTION SITE ACCESS DETAIL THIS / zo / / C .:l ••�/ / ( /// / / / l /h % 1 1 I I I I 1 \ \ -DETAIL (TYP),y / B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. I / / / // ��jl��''6,� \� EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. 1, I I 1 I I / ll ll/ T BY THE CITY ENGINEER. I I '' III ti I f / CONSTRUCTION VEHICLES I I 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. A SPECIFIC AREA AWAY FROM GUTTERS AND STORMORAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE tI I 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING. REFUELING AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. �P v I I I A. SEED MIX SHALL CONSIST OF NO LESS THAN EROSION CONTROL I 1. , 332 2 LBS PER ACRE OF TOMCAAT CLOVER EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION I I 3. 32 LEIS PER ACRE OF SMALL FESCUE BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION AND BONDED q I 4. ITEMS C, CIE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS FIBER MATRIX. �ry I WHERE THE AREA BEING HYDRiOSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DIMING WET WEATHER. \\ \ ` - - i I i 5. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING \\ \ ( /i / k - lli III 1 RUCT \': �. I `E' / BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS •. HYROSEEDING. AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. 6. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED // _ / \ \ , . l I l CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTLRE / I / /// //� / \ / I CERTIFICATION TAG ATTACIED TO, OR PRINTED ON SAID CONTAINERS. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY sq q,q � � r /�� ` = � • � � REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY,' THEY HELP DECREASE EROSION. 7. NCAJ PHYTO TOXIC WETTING AGENTS MAY BE ADD TO THE HYDROSEED SLURRY \ \ \ - 3 _ rS / / I 1 1 ) �!► 1 / AT THE DISCRETION OF THE CONTRACTOR. \ \ \ II �/ �((� J � � //• � � � Y CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE C \ \ la 1 a,\ 11111 / II(� / /) /( r PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. � B. TYPE' 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANaJURED TO THE SLOPE BY E / / ° MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 1 I I i I / I III ) .y PHU C�IpI� YP) -_ / WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. C. FERTILIZER CONSISTING OF AMMONRN PHOSPHATE SULFATE, 15 -20-0, WHITH 15% ON -SITE CONSTRUCTION MATERIAL STORAGE SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. '• / M/i T�TtOM ENTRANCE OC ONE I I I 1 STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE ' S / DETAIL Flu ITHj7 E I \ 1 J >q a'" b ,1 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY.'�SITES WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED I I I I I 111j1111 �R., Illllil 1 \\ '• - � A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF.' ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS 1. TRACK WALKING SLOPES STEEPER THAN 6.'1. _ ^ �•% ASPHALT CONCRETE. AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND _ = _ - 2. RIPPING AREAS THAT WILL NOT BREAK l� USING ITEM 1 ABOVE. STORMORAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A B. CONDITIONING THE SOILS SD THAT IT IS SUITABLE FOR PLANTING BY.' TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. 1. - \ SATURATED SEED BED. ACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT TRAINING 2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING EROSION CONTROL PLAN SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. ENCINITAS CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION NT THE CITY OF ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY . OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN PROJECT IS PERMANENTLY LANDSCAPED OR FOR AREAS WHERE HYDROSEEDING IS THE RESPONSIBILITIES. PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. SCALE 1"=409 WASTE MANAGEMENT ADJACENT PROPERTY DI811 NOTE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY. OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID LEGEND ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY RAIN CONTACT WITH ANY TRASH MATERIAL. AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND SITE BOLNDARY - AIDHIOVAL M07E5 CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS RIGHT -OF -WAY CENTERLINE - - 1. EROSION CCVTU MEASURES (E.G. BCVDED FIBER MATRIX, VEGETATIVE COVEFU JUTE HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT LIMIT OF WORK MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. (800) 7114 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4951. _����_� �� SEDIMENT CONTROL MEASURES (E.G. SILT FENCING FIBER ROLLS GAVEL BAGS) MUST BE POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. GRAPH LC SCALE I"=40' ss CONSTRUCTION FENCING IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP SILT FENCE X X- MUST ALSO BE FOLLOWED TO ENSURE ND CONTACT OF RAINWATER WITH MATERIALS THAT TWO LAYERS OF PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY GRAVEL BAGS WITH o0000000c MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR GAVEL BAGS CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES. STUCCO WASHOUT AREA$ COVERED STORAGE AREAS FOR HAZARDOUS MATERIAL$ PLACEMENT 0 40 80 120 RUNOFF ENDS OVERLAPPED e _ OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER AND STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND CONSTRUCTION ENTRANCE ` ` ; - = 2. NO DIRECTLY OW ECTED IMPERVIOUS AREAS OCIA) SHALL BE ALLOWED. DCIA CLEAN UP MATERIAL THAT MAY HAVE TRAVELED GAP BETWEEN BAGS MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF ����® ���� ��'��� AS BUILT ACTS AS SPILLWAY s a ROOF GAIN DRIVEWAY, AND STREET. R� e p /+ GRAVEL a,�,i,�,�,a,4,�,�,� 3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE Ot ASSOCIATES Q GRA Y EL BAG DETAIL SIAGLE- FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY Id A HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES. f CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING W L M G. RACK" A NOT TO SCALE 2006 -27• °` �` 535 Id av ®apt Highway Il ®Il 54e S ®9ama Beach, CA 92075 R.C.E. N0. 73620 EXP. 12/31/fi3'(y 3 ph 858.259.8222 I ffz 055.254.4512 I plaaemgineering , c ®m REVISIONS APPROVED DATE RE�9) CES DATE SCALE -- - t BENCHMARK ,SCr�y.r PLANNIl�iG 8c BUILDING DESIGNED BY DRAWN BY CHEWJESD BY APPROVALS CITY OF ENCn%TA t T G DEPARTMENT DRAWING NO. i - 1® _ 77077T 1 ( - •/ CITY OF ENCINITAS CONTROL POINT ENC -33 PLA S EPARE UNDER THE SUPERVISION OF RECOMMENDED: APPROVED' EROSION CONTROL PLAN FOR: CURB CITY OF ENCINITAS BRASS DISC IN BY.' DATE: ��I 1 MA H`MAHER GREG SHIELDS 7�j� �'*�+ - -- - - - CURB ON THE SOUTH SIDE OF THE PARKING HORIZONAL 1" ' BY :l M ® ®1 vlrrrJH� STATE BEACH 11182 -G LOT FOR THE CITY OF ENCINITAS SWAMIS - R VIEWED B : PARK IN RED CURB NORTH OF SURVEY NO. O18 R.C.E. ND. 73620 1WROV Li1r ENT - - AS SHOWN ON RECORD OF SURVEY N0. 18416. VERTICAL NIA '` A E WILLIAM G. MA K EXP. 12 -31 -12 DATE: DATE: `,A DATUM: NAVD88 ELEV.: 85.081'(�/lL CASE N0. 11 -166 MUP /DR /COP A.P.N. 258 - 042 -3Q 259 - 054 -01 SHEET 9 OF 9 - . Pa-, Pan ... ,., •a a� - -- .., ... ,.. ,-,