Loading...
2014-11845 G (Plans)RIGHT OF WAY NOTE EROSION CONTROL J \1 c JI\J J " A� ` l STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER AMERICAN COASTAL PROPERTIES, LLC OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CARLOS WELLMAN AT (858)442 -8009, CONCRETE WASHOUT 18881 VON KARMEN HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN 24 HOURS A DAY.?? CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE SUITE 800 ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, IRVINE, CA 92612 b ENCINir OWNER TO -KNOW WHERE HIS /HER PROPERTY LINE IS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST AS DURING THE RAINY SEASON (OCTOBER '1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE A SIGN DESIGNATING THE WASHOUT LOCATION. SITE ADDRESS n. BLVD DRAINAGE NOTE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID 708 FOURTH STREET A z CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. CONSTRUCTION SITE ACCESS 258- 153 -12 & 258 - 153 -13 NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT Z EAST DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL LEGAL DESCRIPTION .SITE E T E Sr AN APPROVED DRAINAGE FACILITY. THE ENGINEERING INSPECTOR'. PANELS /PLATES. LOT i AND 2 IN BLOCK 39 OF FARRAR'S SUBDIVISION, IN FAST THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF F S UTILITY NOTE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVS TO WORKING ORDER TO THE CONSTRUCTION VEHICLES CALIFORNIA, ACCORDING TO MAP THEREOF NO. 42, FILED IN F r ST4UEZA ICE 'SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. COUNTY, MARCH 21, 1887 p 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE n H sr s GENERAL NOTES REQUIRED BY THE CITY ENGINEER DUE' TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN EROSION CONTROL SOURCE OF TOPOGRAPHY CIRCUMSTANCES WHICH MAY ARISE. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AERIAL SURVEY BY: TRI- DIMENSIONAL ENGINEERING, INC. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND 12527 KIRKHAM COURT FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO COVER VEGETATION, AND BONDED FIBER MATRIX. POWAY, CA 92064 PHONE: (858)748 -8333 ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. DATED: JANUARY 2007 THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. K ST SANTA FE DR 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE OWNER'S CERTIFICATE 2. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL INVESTIGATION, PROPOSED RESIDENTIAL INCORPORATED HEREON. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROJECT, 708 4TH, ENCINITAS, CALIFORNIA" PREPARED BY SOUTHERN CALIFORNIA SOIL AND TESTING, PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR DATED DECEMBER 12, 2005, PROJECT #0511238 AND UPDATED GEOTECHNICAL INVESTIGATION, 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL DATED MARCH IDE 2014 BY CHRISTIAN WHEELER ENGINEERING PROJECT #2130581.01, E DONE AT THE CONCLUSION OF EACH WORK DAY. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES GRADING' ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF VICINITY MAP SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THE SITE. THOMAS BROS. MAP 1147 -B7 ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH THEY HELP DECREASE EROSION. WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT NO SCALE 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FORz1�� EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL SIGNATURE: - DATE: 10. SHOULD GERMINATION OF HYDRO- SEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE GRASSES TO SHIELD AND BIND THE SOIL. ANTHONY NUTA 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE VICE PRESIDENT STABILIZED WITH, PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF AMERICAN COASTAL PROPERTIES, LLC PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED CONSERVATION. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. OR REPAIRED TO CONDITION SOILS ENGINEER'S CERTIFICATE EXISTING PRIOR TO GRADING. ON -SITE CONSTRUCTION MATERIAL STORAGE I, DANIEL B. ADLER, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY S FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF CONCRETE, STORMWATER FROM STOCKPILES DIRECTION ON DECEMBER 92005. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM ENGINEER OR A LICENSED LAND SURVEYOR. SURFACES INCLUDING. ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR, KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SYSTEM. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT IN THE GRADING/-RLAbW AN SP ATIONS. 2 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN BE MODIFIED WITHOUT A PERMIT FROM THE CITY. TRAINING OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR SIGNED: 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE L SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 'AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNOCOVER PRIOR TO DISCHARGE / TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS RCE NO.: 3sg37 FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. 06/3Q/2014 < tl ,THE TU F# /LANDSCAPED AREAS: EXP. DATE: 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN AND /OR HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS JO CWE 30581.01 P. a Iv. ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE- CONSTRUCTION MEETING SHALL BE WASTE MANAGEMENT #' eKP. Q -9 6.� 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER- CAN CARRY THEM INTO THE CONVEYANCE EELER ENGI , civil SYSTEM IS STRICTLY PROHIBITED. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE 3980 HOME 1700 05 WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND 5OUTHERN CkLlF©RNIA, SOIL 8� TES- r1KQ, INC. ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS TO AN ADEQUATE IMP /BMP. ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. 62 O RIVE ALEST•, SANDtEC,o, CA 9 124 SIGNED: AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES STA EMENT OF ENGINEER OF ORK SCOTT R- VACULA 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITH IMPERVIOUS. ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL WITHOUT A PERMIT FROM THE CITY. GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION' SHALL BE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SH L PROVIDED STATING: THE GRADING UNDER PERMIT 11845 -G HAS BEEN PERFORMED IN SUBSTANTIAL MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS .PLAN MAY CONCRETE, WOOD, .AND .CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN HED AS GRADED REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE WHO CERTIFIES SUCH GRADING OPERATION. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM DUMPSTERS CALL EDCO AT (760) 436 -4151. EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC IMPERVIOUS, ND, ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF ENCLOSURE. TE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SITE. ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES SURFACES. BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ACCEPTABLE FOR THEIR INTENDED USE. THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER ENGINEER D HIS /HER AGENTS IS EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND CONSTRUCTION CONTRACTOR MUST AGENCY AND EMPLOY ND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID BE REQUIRED FOR THIS STRUCTURE. DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT SIGNATURE: DATE: 15 - 16 - 114 DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. SAN DIEGUITO WATER DISTRICT NOTES: ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. Lpti N JFFEY p, 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN 1. WATER MAINS, LATERALS. AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE � NOTIFICATIONS ESS /'yC ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS COFFEY ENGINEERING. INC. S - CQ�� SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE 10660 SCRIPPS RANCH BLVD., SUITE 102, SAN DIEGO, CA 92131 r, PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO PHONE: 858 831 -0111 FAX: 858 831 - 0179 '3 �� 5. 14-14Fc GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS, REQUIRED TO TAKE ( ) ( ) `� No. C06271fi COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK RCE EXPIRES: 06130 2014 * Ex.. 06-30-1 PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. PROJECT. SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR EARTHWORK DATA J' Q STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF STEEPEST EXISTING NATURAL SLOPE ON -SITE = 0.5 H : 1 V T9pF CIV1� 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE COMMENCEMENT OF WORK: MAXIMUM VERTICAL bEPTH OF CUT = 5' OF CA \1 SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED A. SEWERS - ESD - (760)- 633 -2770 BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 MAXIMUM VERTICAL DEPTH OF FILL = 5' AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. D. TELEPHONE SBC BELL - (760)- 489 -3411 CUT = 900 C.Y. FILL = 900 C.Y. AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH E. CABLE TV COX COMMUNICATIONS - (760)- 806 -9809 X -2233 IMPORT = G-- C.Y. THE GRADING ORDINANCE. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY REMEDIAL = 900 C.Y. 5.0' REMOVAL AND RECOMPACTION UNDER AND 5_0' 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON EXISTING WATER FACILITY {FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS OUTSIDE OF BUILDING AREAS) (760)- 633 -2770 PHONE: . 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED AFFECTED BY THEIR .PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER THIS PROJECT. DRAWING INDEX OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON GALLS FOR INSPECTION. PHONE: 760 633 -2770. ALL TITLE SHEET ___ 1 HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. THEN THEY SHALL BE. UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL A SUBJECTS REJECTION AND REMOVAL. GRADING &IMPROVEMENT _ _ 2 APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY __ ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. PLAN 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN CONSTRUCTION BMP PLAN ____ 3 FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY DIEGO GAS AND ELECTRIC VAULTS. SECTIONS AND DETAILS ____ 4 PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE IMPERVIOUS AREA PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 7698 SQFT GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. PAVING: 874 SQFT CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF IMPERVIOUS AREA AFTER CONSTRUCTION: 9263 SQFT HARDSCAPE: 3499 SQFT BMP PROJECT STATUS THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE 8. CALIFORNIA STATE .LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED INCREASE IN IMPERVIOUS AREA: 1565 SQFT 4890 REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. BUILDINGS: SQFT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD IMPERVIOUS AREA REPLACED: 7698 SQFT DRIVEWAYS: 375 SQFT TITLE SHEET STANDARD TREE REMOVAL. BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. ,1 s-In. I DATE SI N DATE IGN DATE DATE IGN ATE APPROVAL VALID FOR 2 YEARS CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY; CHECKED BY: AS- BU1L.T FR DK Jc ENGINEERING DEPARTMENT APP5qVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.' I REVISE ft ill. I14P.514T2.A*SHT5. REV. SNT•TbrAL /VL AA 1t 5 IS DESCRIPTION: 2" BRASS DISC. ENC -1032 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND J00 OV GRADING PLAN FOR: 2 CHANGE SOIL El16111EER AS B IL? LOCATION: TOP E'LY CURB, VULCAN PPTEt 0� 1 AVENUE, 200 FT. N'LY OF HORIZONTAL: AS NOTED 7O8 FOURTH STREET E STREET. RCF-� (0?-T G DATE : 5/16/14 MASIH MAHER GLENN PRUIM LOTS 1 &2 11845-G --ft 11 141 a ( RECORD FROM: CITY OF ENCINITAS VERTICAL: AS NOTED JL ,1�,1� ENG. PUB. WORKS DIRECTOR J0 5. FF pp / R.C.E. NO.: 62716 / p� 258- 153 -12 & 258 - 153 -13 SURVEY CONTROL NETWORK E�1. 6/30` I$ S' COF EY q Z4114 ELEVATION: 92:004 DATUM: NAVD88 EXP.: 6/30116 DATE DATE PLANNING CASE NO: 07 -.022 CDP & 07 -023 CDP. SHEET 1 OF 0 ON U z LO W ^� x LL z o I.L. 90 m W 00 Lu = a z M (� N V a U z0 LLI W 0 z N LLI 2 LL. u- N O J U = U z Q a n2: 0 EX SEWER SERVICE TO REMAIN. CONTRACTOR TO PROPOSED PVT PE MEA .L _ INSPECT LATERAL CONDITION AND, IF PAVER PARKING, AQUABRIC EX SEWER SERVICE TO REMAIN. CONTRACTOR TO RIGHT OF WAYNOTE LEGEND 1 » X SUBSTANDARD, REPLACE WITH NEW LATERAL PER BY ORCO OR EQUAL. INSPECT LATERAL CONDITION AND, IF SUBSTA 1/p COLD PLANE 30' SDRSD SS -01, NP REPLACE WITH NEW LATERAL PER SDRS -01. OF EXISTING (r A PAVEMENT 4 M 20' TE: OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DESCRIPTION STD DG SYMBOL PROPOSED MODIFIED PROPOSED k PROPOSED MODIFIED AWCUT 14' WIDE DRIVEWAY 4" DG 14' WIDE DRIVEWAY PAVERS WITHIN RIGHT OF ALL PVT PERMEABLE DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC N45'4545"W 10.53' TRANSITIO RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN AN ISSUANCE OF A PROPERTY LINE PE♦SDRSD G- 14A SURFACE - - MATCH EX I MENTS STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT 1S THE i I PER SDRSD G14 -A PRO P.C.C. WAY, PER EMRA, TO BE RESPONSIBILITY OF THE OWNER TO KNOW THE LOCATION OF THE STREET CENTERLINE �- E ' ' PERMANENTLY MAINTAINED 1 pO.Op - C EX, 8 C S WER f�i ��J PER L - INE IS. SPOT ELEVATION mmm - mm BY PROPERTY OWNER (S) Y4'IP ( ) MAP 1491 INSTALL PVT TO THE SATISFACTION OF RETAINING WALL L I D -25 THE CITY ENGINEER, PER UTILITYNOTE EXISTING CONTOUR _ 9C F 35' _CURB OUTLET MAINTENANCE AGREEMENT DRAINAGE SWALE OR DIRECTION OF FLOW -------- -► 1 Q= 0.68CFS REC. 0!1/23/2014 AS 2.84' V= 2.87FPS DOC #2014- dtf/f,$61 ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 6" PVC DRAIN LINE (SDR -35) - - - - - FL =98.3 „ 3 PVC FORCE DRAIN LINE (SDR-35 ) SCH 80 RELOCATE �,)C L L L L L L, L L L, L I P L L C - $. DRAINAGE NOTE 6" LANDSCAPE DRAIN UTINTY POLE L L L L L L L8 L SDRSD G- L L L L L L L L -__. ___.... _ I- 'LL LLLC L CLLLLLLLLL CL ( g T� ° 6 SD CLEANOUT O {E) EDGE OF -" L L L LL L I pLS FLEECE LLL L L L L L L L L x NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT - - __P�j,V�MENT 14 a PROTECT EX 9 PROPERTY LINES. w/FIL ER INSERT7j N - v I ( UTILITY POLE IN S /iE JAIK WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 BUILDING FOOTPRINT �-' 5.50' v � g. � .. Q _. cO I I TT - -- v -� -- I FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE L &D � TPRI c ,CAA FACILITY. 10' AA 50 4 A.C. PAVEMENT t v !l1�� PEDESTRIAN RAMP G -27 c °.9,> x 9.50' 0� 4 - POST CONSTRUCTION BMP NOTE j L L VC L 8 PVC 9.50' 1 L 41VC L VC RECORV MAPS UMW N 9 /' a F L L L �- 'o g. g CGS A NTS PR ADA RAMP > I� �L I D PROTECT I P.C.C. DRIVEWAY G -148 ;�1 ° 19° J PLACE. SEE ALSO G ES, PER SDRSD C -27 8' e '.• -637' S: \�^ NO. 6. I NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. G •' �� • ° ° 60 UNDERGROUND PUMP VAULT SEE DETAIL A T'R 5' SIDEWALK DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS ° a �h co d.... �� t ! �? I AREAS, SUCH AS ROOF, ROOF DRAIN DRIVEWAY AND STREET. BMP PER SDRSD G -7 ;. _ .. A}I : z - a ?t�11_ _ co. t - 6 �• 15' n ' 4 . , Xr'.'_ ° "' xr a' . a , v� 15' n '� tO "2 »IP MEASURES SHALL BE IDENTIFIED ON THE SITE PLAN. MOST COMMON CURB OUTLET D -25, SEE SECTION A -A �y _ SETBACKtr .(E) WER I.,Ea. ®P k 1 TBAC ° MAP " MEASURES ARE DESIGNATED TURF AREAS, WHICH RECEIVE ROOF DRAINS PROPOSED LANDS EA FOR o 2S BROOKS BOX OR SIM W COVER 1212 4TYP .�1 °.` Y491 AND RUNOFF FROM IMPERVIOUS AREAS. TURF AND LANDSCAPED AREAS ( ) ❑® BMP. NOT TO IFIED WITHOUT }, �1' i ° ,f1 • ©. 11 BROOKS BOX ° FOR TRA SITIO THAT ARE DESIGNED FOR BMP'S SHALL BE DELINEATED ON PLANS AND A A PER' CI . F A �. -g� r ,•' P.C.C. SIDEWALK G -7 _Ep i f,Y vF °. �' • t 6. A NOTE PLACED ON PLANS PROHIBITING MODIFICATION OR REMOVAL OF THE ° y _ . > a�' I x LOW �TYP.) E 1rhVTA ' °� ... X00 BMP LANDSCAPE AREAS WITHOUT A CITY PERMIT. FLUSH P.C.C. CURB DETAIL 'A' (G -1) - >'Et E7,'GTI T1 yz ( ;• o� f LL g 4' „ V TOTAL AREA OF NEW IMPERVIOUS SURFACES = 1565 SQFT AQUABRIC b ORCO - VI -I StER 1fi'¢ `.I 1 9 9 - DRAIN F RCE M PERMEABLE PAVER (OR EQUAL) L L L L h c o € E BMP SWALE ° I STORM R�F i 3=.''' PVC SCH 80 .I. HARDSCAPE SURFACES AND ROOF d` v `) }} PR POS D LA SCA E DG SURFACE DRAIN FORCE MAIN j DOWN SPOUTS SHALL DISCHARGE E D P I NO F om ' IFIE WITHOUT ki W ACROSS LANDSCAPE OR TO BM ' ° ° 7, w y �o RIM 96.7 / 1 _A PPXRMIT FROM CITY OF ENC ITAS E BEFORE EXITING ONTO PUBLIC ,� ��• IE g5,2 / - 5 T -OF WAY, TIP vEGETfiT�D sLYALE BW 1 40' ti 40 SETBAC �O� N / ENTRY I A'..a ±_ .r k 9 .1 D v €? 6" PVC 017. MN -A Pd E 1 PATIO 7.3 . °)d. PROPOSED LANDSCAPE AREA a t a P%TI 5' SETBACK 9)S NO I I FOR BMP. N& TO BE rt MODIFIED WITHOUT PERMIT S 1' '.' F 9 .8 ( . FROM THE CITY OF ENCINITAS I PAD 97.30 FF 97.80 t j .00 LL / d .•.. I PAD 97.30 W RIM 96.2 VECiETATEO 5WALE ^ 9 1 �3 I IE 94.7 - ` DUAL .SUMP PUMP SYSTEM DUAL SUMP PUMP SYSTEM I O WITH EMERGENCY BACK UP � I � `.�.` ! P r� � P S D 1` lI WITH EMER�E CY�8ACK UP O I POWER SYSTEM R\ WITH CAPACITY OF 305 GPM OWE SYSTEM Id WITH CAPACITY OF 3 GPM I ` RIM 4 6 2 R S . -� (Q= 0.68 CFS) p t 1 p { (Q= 0.68' CFS) ' ` MH RIM ELEV 97.0 ib` 4 MY�I RIM" ELEV 97.0 IE 94. IE IN 94.2 (FRONT YARD) I =.. 40 (FRONT YARD) IE 1 94.0 - ) (BACK YARD) IE 92.8 - O _ OUTLET T O.PBA96.3AR � D 0 TLE-C T. .P =96.3 , /, IE VAULT 89.5 IF V ULT 89.3 / 5' SETBACK 5' SETBACK f1 fir' x 8 BLUFF �. -B- - ~. RIM 97. 1 9 SEfA CK� -- 6'PVC @1%1 MIN' I` 1 9 '0 ° RIM 9 7. 0 C.O. ,C. _ _ :- IE 95.0 RIM t .lj.y j o _ I- a93.0,[ ! pi ^. - -- -- 6" a vc. may+ _.. - - - -^ ;,,,. a; b•a I- 6" TRENCH DRAIN a Poe � . . ..c .- . �I 49&9 W FILTER INSERT ** Ti 1 4p 2 95.8. , RIM 97.4 � o- IE 95.6 DO y PFk sDRsD PLANTER AREA % _/ PA ° t32 L F. ° a r EX. SIDEWALK TO p� 6 TREN DRAIN . °. ° ° a - - ' BE REMOVEDk -?" W/ FILT INSERT* o �. a. Q a �P n (Ej O ° ° tvLAP 11491 *NEW CONCRETE DECK TO BE r'R 9 �- ° �` IE,95D7 °* c� �':V � 5.0 �- 0 2 "IP CONSTRUCTED ATOP EXISTING C WATERPR F m ,�. B aI 2 FOUNDATION. FOUNDATION WALLS DEC m QO '6' MAP 11491 ap 4. ,' p: ATERPA'OQF , E v T)GRD 13EAI9S TO BE REMOVED WHERE WITHIN ` o� ,SUf?FA o Z : 5.00' pDECK y 5 FEET OF BLUFF 04 ** FILTER INSERT 4 -- z a o - _ PLACE DECK ON TOP KRISTAR FLOGARD LO PRO 1 d . b • gt n� . 9>6 . �P , y a 3 OF EX. GRADE BEAMS 91 TRENCH DRAIN FILTER FIRE; PIT ^ ?o S9 A 9 At FIRE PI } } I. MODEL FG -TDOF3 - -._ ;..... -. _ ^I . -._ _ ° p PLACE DECK ON TOP OF EX 97 ,E DE BEAMS TOP F BLUFF - C? ---c �� 1 I _ 14 -95 SE EM6l 6Lvlrl� S -e tv °S6C� __GRABE...BEAM TO BE REMOVED TO Ci FL 110 5.00'14.50' 5.50' 15.00' 4'vC 100 1�% 8�?�y, 2% GARAGE 3% 5' SETBACK 9)S NO I I FOR BMP. N& TO BE rt MODIFIED WITHOUT PERMIT S 1' '.' F 9 .8 ( . FROM THE CITY OF ENCINITAS I PAD 97.30 FF 97.80 t j .00 LL / d .•.. I PAD 97.30 W RIM 96.2 VECiETATEO 5WALE ^ 9 1 �3 I IE 94.7 - ` DUAL .SUMP PUMP SYSTEM DUAL SUMP PUMP SYSTEM I O WITH EMERGENCY BACK UP � I � `.�.` ! P r� � P S D 1` lI WITH EMER�E CY�8ACK UP O I POWER SYSTEM R\ WITH CAPACITY OF 305 GPM OWE SYSTEM Id WITH CAPACITY OF 3 GPM I ` RIM 4 6 2 R S . -� (Q= 0.68 CFS) p t 1 p { (Q= 0.68' CFS) ' ` MH RIM ELEV 97.0 ib` 4 MY�I RIM" ELEV 97.0 IE 94. IE IN 94.2 (FRONT YARD) I =.. 40 (FRONT YARD) IE 1 94.0 - ) (BACK YARD) IE 92.8 - O _ OUTLET T O.PBA96.3AR � D 0 TLE-C T. .P =96.3 , /, IE VAULT 89.5 IF V ULT 89.3 / 5' SETBACK 5' SETBACK f1 fir' x 8 BLUFF �. -B- - ~. RIM 97. 1 9 SEfA CK� -- 6'PVC @1%1 MIN' I` 1 9 '0 ° RIM 9 7. 0 C.O. ,C. _ _ :- IE 95.0 RIM t .lj.y j o _ I- a93.0,[ ! pi ^. - -- -- 6" a vc. may+ _.. - - - -^ ;,,,. a; b•a I- 6" TRENCH DRAIN a Poe � . . ..c .- . �I 49&9 W FILTER INSERT ** Ti 1 4p 2 95.8. , RIM 97.4 � o- IE 95.6 DO y PFk sDRsD PLANTER AREA % _/ PA ° t32 L F. ° a r EX. SIDEWALK TO p� 6 TREN DRAIN . °. ° ° a - - ' BE REMOVEDk -?" W/ FILT INSERT* o �. a. Q a �P n (Ej O ° ° tvLAP 11491 *NEW CONCRETE DECK TO BE r'R 9 �- ° �` IE,95D7 °* c� �':V � 5.0 �- 0 2 "IP CONSTRUCTED ATOP EXISTING C WATERPR F m ,�. B aI 2 FOUNDATION. FOUNDATION WALLS DEC m QO '6' MAP 11491 ap 4. ,' p: ATERPA'OQF , E v T)GRD 13EAI9S TO BE REMOVED WHERE WITHIN ` o� ,SUf?FA o Z : 5.00' pDECK y 5 FEET OF BLUFF 04 ** FILTER INSERT 4 -- z a o - _ PLACE DECK ON TOP KRISTAR FLOGARD LO PRO 1 d . b • gt n� . 9>6 . �P , y a 3 OF EX. GRADE BEAMS 91 TRENCH DRAIN FILTER FIRE; PIT ^ ?o S9 A 9 At FIRE PI } } I. MODEL FG -TDOF3 - -._ ;..... -. _ ^I . -._ _ ° p PLACE DECK ON TOP OF EX 97 ,E DE BEAMS TOP F BLUFF - C? ---c �� 1 I _ 14 -95 SE EM6l 6Lvlrl� S -e tv °S6C� __GRABE...BEAM TO BE REMOVED TO Ci FL 110 5.00'14.50' 5.50' 15.00' 4'vC 100 1�% 8�?�y, 2% GARAGE "7iRE....BEAM$L m -.W4 N9 wJ /q S. c - TO BE REMOVED _ DECK LIMITS ✓t ` _ - c, - __ -- NGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE RELOCATE it.0.vt. 1•P. JrO AjfW SI{T• 15 11 5 15 DESCRIPTION: 2" BRASS DISC, ENC -1032 REVISE SHEET ToTA6.• LOCATION: TOP E'LY CURB, VULCAN 2 AS -$U1LT K AVENUE, 200 FT. N'LY OF E STREET. HORIZONTAL: NOTED RECORD FROM: CITY OF ENCINITAS VERTICAL: N/A SURVEY CONTROL NETWORK ELEVATION: 92.004 DATUM: NAVD88 ABBREVIATIONS q CENTER LINE PP POWER POLE (E); EX. EXISTING PR PROPOSED FF FINISH FLOOR PVC POLYVINYL CHLORIDE IE INVERT ELEVATION SD STORM DRAIN MH MANHOLE T.O.P. TOP OF PIPE P.C.C. PORTLAND CEMENT CONCRETE TYP TYPICAL PLTR PLANTER WM WATER METER UTILITY NOTE THE PLOTTING OF EXISTING UTILITIES ON THIS PLAN DOES NOT CONSTITUTE A GUARANTEE OF THEIR LOCATION, SLOPE, DEPTH, SIZE, OR TYPE.' EXACT LOCATION, DEPTH, SIZE, OR TYPE OF LINES AND FACILITIES CAN ONLY BE DETERMINED BY FIELD EXPLORATION (I.E. POTHOLING, EXCAVATION) PRIOR TO CONSTRUCTION. WE WILL NOT BE HELD RESPONSIBLE FOR COSTS INCURRED IN THE EVENT THAT EXISTING UTILITIES WERE NOT OF THE LOCATION, SLOPE, DEPTH, SIZE, OR TYPE INDICATED. 110 3% No. C062716 L umm M LL RESIDENCE UTILITY 15.00' 5.00`14 50' oo ERVICES TO BE INSTALLED -- -- 'o 0 0 20 30 9T cIV� � O O O �O N M + 01 N + N M O 90 O +� 0 p 04 +� €(j � ro O+ rn 0) o,orn orn O O O) 3.007.1 -� AS - ,BUI1_.T LOT 1 DRIVEFWAY CHECKED BY: CL PROFILE 80 DRAWING NO. O O O PLANS P RED UNDER SUPERVISION OF RECOMMENDED: 70 -0 +10 0 +00 0 +10 0 +20 0 +30 "7iRE....BEAM$L m -.W4 N9 wJ /q S. c - TO BE REMOVED _ DECK LIMITS ✓t ` _ - c, - __ -- NGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE RELOCATE it.0.vt. 1•P. JrO AjfW SI{T• 15 11 5 15 DESCRIPTION: 2" BRASS DISC, ENC -1032 REVISE SHEET ToTA6.• LOCATION: TOP E'LY CURB, VULCAN 2 AS -$U1LT K AVENUE, 200 FT. N'LY OF E STREET. HORIZONTAL: NOTED RECORD FROM: CITY OF ENCINITAS VERTICAL: N/A SURVEY CONTROL NETWORK ELEVATION: 92.004 DATUM: NAVD88 ABBREVIATIONS q CENTER LINE PP POWER POLE (E); EX. EXISTING PR PROPOSED FF FINISH FLOOR PVC POLYVINYL CHLORIDE IE INVERT ELEVATION SD STORM DRAIN MH MANHOLE T.O.P. TOP OF PIPE P.C.C. PORTLAND CEMENT CONCRETE TYP TYPICAL PLTR PLANTER WM WATER METER UTILITY NOTE THE PLOTTING OF EXISTING UTILITIES ON THIS PLAN DOES NOT CONSTITUTE A GUARANTEE OF THEIR LOCATION, SLOPE, DEPTH, SIZE, OR TYPE.' EXACT LOCATION, DEPTH, SIZE, OR TYPE OF LINES AND FACILITIES CAN ONLY BE DETERMINED BY FIELD EXPLORATION (I.E. POTHOLING, EXCAVATION) PRIOR TO CONSTRUCTION. WE WILL NOT BE HELD RESPONSIBLE FOR COSTS INCURRED IN THE EVENT THAT EXISTING UTILITIES WERE NOT OF THE LOCATION, SLOPE, DEPTH, SIZE, OR TYPE INDICATED. 110 No. C062716 L umm M LL RESIDENCE UTILITY 15.00' 5.00`14 50' .5.50 ". 8.00" ERVICES TO BE INSTALLED -- -- 0 10 20 30 9T cIV� � 4 V 1 D RGROUND. _ - 100 GARAGE of c �E� - -._w. 67% 2% SCALE: V=10 3.007.1 -� AS - ,BUI1_.T DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT A PRO ALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. O O O PLANS P RED UNDER SUPERVISION OF RECOMMENDED: O 0 C � N , +m N +0) O � p 90 GLENN PRUIM +r +iN. 11845'5 -G orn orn orn +00 orn ENG. /PUB. WORKS DIRECTOR ��y��jcl, O 07 -0 0) C FEY EXP.: 6/30/16 DATE _. - PLANNING CASE NO: 07 -022 CDP & 07 -023 CDP. SHEET 2 O LOT 2 DRIVE AY CL PROFILE 80 70 -0 +10 0 +00 0 +10 0 +20 0 +30 0 -- No. C062716 umm M LL RESIDENCE UTILITY r -- -_____ � ERVICES TO BE INSTALLED -- -- 0 10 20 30 9T cIV� � `� " --_s 1 D RGROUND. _ - F of c �E� - -._w. SCALE: V=10 GRADING & IMPROVEMENT PLAN AS - ,BUI1_.T DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT A PRO ALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. FR I DK DATt: I1 PLANS P RED UNDER SUPERVISION OF RECOMMENDED: JQO VED' GRADING PLAN FOR: 708 FOURTH STREET RCE62'i16 DATE : 5/16/14 /1� �n �( MASH MAHER GLENN PRUIM LOTS 1 AND 2 11845'5 -G 5. FFE EXP, 6l3o/te - S 1Y' 14 R.C.E. NO.: 62716 114 91174 ENG. /PUB. WORKS DIRECTOR ��y��jcl, 258 - 153 -12 & 258 - 153 -13 1 C FEY EXP.: 6/30/16 DATE DATE PLANNING CASE NO: 07 -022 CDP & 07 -023 CDP. SHEET 2 O o. U^ 0 , Z92 L0 T x ZI? ry � 00 I u = a Z� (� a Va U Z 0 LLl w O z cli N Lu ° LL O J U= z d n � w m 0 STORMWATER POLLUTION CONTROL BMA OG LEGEND STREET SWEEPING NOTES FOR CONSTRUCTIONACTIVITIES _ PER SE -7 y: m s M oc V 00 Lr y W R O D a o 0)C N; aC vQ dU OC LO u x 0O n c c D c c U) a 0. U� 0 z92 co ^� X LL z o 00 O) LUOJ N U ZO O LU w Z Q h LU 2 viiiiiiIIIIIIIg LL N O° J o] UU Z a rn 1, , 0 0 J _ X PROPOSED PVT PERMEABLE os EX SEWER SERVICE TO REMAIN. CONTRACTOR TO PAVER PARKING, AQUABRIC EX SEWER SERVICE TO REMAIN. CONTRACTOR TO ( 1 X SURVEY MONUMENT PER x INSPECT LATERAL CONDITION AND, IF RE D MAPS, TYP. PROTECT I f SUBSTANDARD, REPLACE WITH NEW LATERAL PER BY ORCO OR EQUAL INSPECT LATERAL CONDITION AND, 1F SUBSTANDARD, i/ COLD PLANE Tnf- A PROPOSED MODIFIED, 30 REPLACE WITH NEW LATERAL PER SDRSD SS -01. PLAC SEE ALSO GENERAL OTE 2 O 6. OF EXISTING SDRSD SS -0 ?. ( A x PROPOSED MODIFIED 4 14' WIDE DRIVEWAY =. 20, PAVEMENT 14' WIDE DRIVEWAY ° PER SDR D G 14— NOTE: SAWCUT PER SDRSD G -14A PROPOSED x! ALL PVT PERMEABLE LINE �i9 PAVERS WITHIN RIGHT OF „ ch 3/4 IP $1� $�0 SURFACE 0 (> _ t WAY, PER EMRA TO BE P MAP 114914a g g 9 ? ! ' I > PROPOSED P.C.C. PERMANENTLY MAINTAINED "L'X. S' VC S `WL`R ,vPAI<d a rt2 _2 URB PER G -1 TTTTTlr� Y PROPERTY OWNER(S) \ PR ADA RAMP PER INSTALL PVT TO THE SATISFACTION OF " I THE CITY ENGINEER, PER t � x SDRSD G -27 � D -25 MAINTENANCE AGREEMENT r7 YELLOW TRUNCATED 35 _CURB OUTLET 1 t<i DOMES PER G -30 �� 12' Q= 0.68CFS REC.0912312014 AS DOC V= 2.87FPS #2014-0441589. W FL =98.3 5% 1 PR ADA RAMP PER \ 198 SDRSD G -27 YELLOW TRUNCATED °� 1 DOMES PER G -30 '} PR SIDEWALK PER SDRSD G -7 f 197 f r PROI�OSED LANDSCAPE AREA FOR 814k. NOT TO BE MODIFIED WITHOUT A PER IT FROM CIT)�,OF ENCINITAS 19 - — . - IJ :- 0.0 6— VACATED BY CITY OF i I a ENCINITA °PER DOC. i � 2CliJ 3- -- t1.'3CQ99, "1?�:Gt�f?DEtJ ' r MARC 25, 2003. r ! EASfEiV Ni" RIGHTS FOR UTILITIES RESERVED, k 3" PVC SCH 80 1 DRAIN FORCE MAIN 40' 40' i V LLLL g? LLLLLL L `LLLILL'. LL `LL l rrc D JIUtYYALI( LLLLLLL LL �L r- LL1, L `: LLLLLL L LLL#LL8 LL L IPEIZSDBSD�ZL LLLLLLL • LLI.. L LLL $: LLL L LULL LL LLLLLLLLLL LLL LLL L LLL LC 37p C LL I CL LLL L LULL LLLL,• ,l l LLLLLL LLL L L LLL L � LL LL L L $ LL LLB L LLL L 3 - ... " 4 1 y IA' z PROTECT_.. C ° _r u � a SN �1� • a • •� a �9�67m L &D MAP PLACE POLE IN £X Si 4' 98 D I I FL `' _ ' 986 I AA _ c 0 L 'VCLL LL 4 4 i C RECORD MA S, �TYR PROTECT - 9 mm PLACE. SEE AL . 0 GENERAL - -N y+ e s� 5 a ti NO. 6. �' g ` � EX. PINE TREE Fa 4 •rv�hw� a ° - TO REMOVED 'IP j ET ACK' MAP LL h491 1 1 BROOKS BOX ,_ FO TRA SiTIO/�/- C����� 1 69 " AN qj ? 9RAVI LOWTYP.) ETBA 8 " DRAIN F RCE qv IE - S ORM R N —OF FROM , a `• g� PR PO D LAASCAE HANDSCAPE SURFACES AND ROOF DOWN SPOUTS SHALL DISCHARGER R Alf m` -�`I AR4. F BMA ACROSS LANDSCAPE OR TO BMP` ' RIM 96.7 9> > NO ! rT BE= kf� ©fFfEfl WITHO i BEFORE EXITING ONTO PUBLIC a IE 95.2 ` . [ A PERMIT FROM CITY OF ENCINITAS . (• RIGHT —OF WAY, TYP ,: Ey _____ f SETBACK ENTRY PA DRAIN - IN 9 1 E M R ESS /iy, No. C062716 10 0 10 20 30 sf9r NEW SHEET F, SCALE: V= oP CAI. GRADING & IMPROVEMENT PLAN CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS - Su 1L-T DESIGNED BY: DRAWN BY: CHECKED BY: FR DK I JC ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. REV. PUSL%t 1KfROWK01 S - NEW 5WE /V4 M 1% 1 DESCRIPTION: 2" BRASS DISC: 1NC -1032 PLANS P EPARED UNDER SUPERVISION OF GRADING PLAN FOR: 2 AS- � ukL-f 11 1 LOCATION: TOP ETY CURB. VACAN 'DATE:. it ► RECOMMENDED: APPROVED: / 708 FOURTH STREET AVENUE, 200 FT. N'LY OF DATE 04 23 15 AA �A wL� X17 E STREET. HORIZQNTAL: NOTED RCE62116 MASIH MAHER Fo✓ GLENN PRUIM LOTS 1 AND 2 11845 -G RECORD FROM: CITY OF ENCINITAS VERTICAL: N/A JO4ST�V" R.C.E. NO.: 62716 ENG. /PUB. WORKS DIRECTOR SURVEY CONTROL NETWORK 1EXP. 6 30 IS J H c FFEY 258- 153 -12 & 258 - 153 -13 ELEVATION: 92.004 DATUM: NAV088 EXP.: 6/30/16 DATE DATE / PLANNING CASE NO: 07 -022 CDP & 07 -023 CDP. SHEET 5 OF 5 _