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2015 12284-G (plans)OWNER IS 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 ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NCONCENTRATED 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. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL 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 THE 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 REPORTS TITLED "GEOTECHNICAL INVESTIGATION 805 BRACERO ROAD, ENCINITAS, CALIFORNIA" PREPARED BY GEOCON INCORPORATED DATED OCTOBER 31, 2013, "ADDENDUM TO GEOTECHNICAL INVESTIGATION 805 BRACERO ROAD, ENCINITAS, CALIFORNIA" PREPARED BY GEOCON INCORPORATED DATED FEBRUARY 12, 2015 AND "REMEDIAL EXCAVATION WORKPLAN 805 BRACERO ROAD, ENCINITAS, CALIFORNIA" PREPARED BY GEOCON INCORPORATED DATED SEPTEMBER 18, 2014 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORTS. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE 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. 8. 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 PRE- CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT. • CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION 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 THE 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, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 12284 -G 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 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 FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE 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 SPECIFICATION. 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 SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION 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. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJEC77ON ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT M774 A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H 1 V MAXIMUM VERTICAL DEPTH OF CUT = 3.5 FT MAXIMUM VERTICAL DEPTH OF FILL = 2.5 FT 22 CY OF CONTAMINATED SOIL CUT = 600 C. Y. FILL = 600 C. Y. TO BE REMOVED OFF -SITE EXPORT = 0 C. Y. REMEDIAL = 22 C. Y. * ESTIMATE DOES NOT INCLUDE STRIPPINGS UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS. CONTRACTOR SHALL CONFIRM 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. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 39.177 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 14.379 SQFT (EXCLUDING ROOF AREA) INCREASE IN IMPERVIOUS AREA: 0 - SOFT IMPERVIOUS AREA REPLACED: 24.798 SOFT PROFESS /pAA PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A. Solana Beach, CA 92075 ph 858.259.8212 1 fz 858.259.4812 1 pleaengineering.com No. 71651 Exp. 12/31/15 EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SEAN SANTA CRUZ AT (858) - 481 -3310, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON ,;(OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT 'CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AKFA'S AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (409). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 29 CROSS SLOPE TOWARD THE IMP 18MP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 6. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT :PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUTO WATER DISTRICT NOTES 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 BOXES, 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 *_ ST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. 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 EFFECTIVE 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. NOTIFICATMS 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 - ESD - (760)- 633 -2770 B. GAS & ELECTRIC - SDGE - (760) - 438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1 -800 -227 -2600 D. TELEPHONE - SBC BELL - (760)- 489 -3411 E. CABLE TV - COX COMMUNICATIONS- (760) - 806 -9809 X -2233 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. POST- CONSTRUCRON BMP NOTE: 1. 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. FIRE NOTES, 1. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. CFC 503.2.1 2. FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS AND SHALL BE PROVIDED W17H AN APPROVED PAVED SURFACE TO PROVIDE ALL - WEATHER DRIVING CAPABILITIES. AMENDMENT 503.2.3 J. FIRE APPARATUS ROADWAY GRADES EXCEEDING 159 ON FIRE APPARATUS ACCESS ROADS SHALL NOT BE PERMITTED WITHOUT MITIGATION. MINIMAL MITIGATION SHALL BE A SURFACE OR PORTLAND CEMENT CONCRETE (PCC), WITH A DEEP BROOM FINISH PERPENDICULAR TO THE ENTIRE DIRECTION OF ]RAVEL, OR EQUIVALENT, TO ENHANCE TRACTION 7HE ENTIRE LENGTH OF THE GRADE, CONCRETE WASHOUT 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 RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNA77NG THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE, EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY,• THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON-SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT C ONT R ACTOR S HALL B E RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. OWNER'S CERTIFICATE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES. ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. SIGNATURE. DATE: CHRISTOPHER R. HALL BCC PROPERTIES, LLC _ 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 ENGINEER'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, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED 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 TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY 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 PERFORMER BY THE ENGINEER. �. �"�r`� SIGNATURE DATE IN-11 r BRIAN M. ARDOLlNO RCE No. 71651 PASCO LARET SUITER & ASSOCIATES 535 N. COAST HIGHWAY 101 SOLANA BEACH CA, 92074 RCE EXPIRES 12 -31 -15 PLSA 2136 OWNER /PERMITTEE BCC PROPERTIES, LLC 740 LOMAS SANTA FE DRIVE, SUITE 204 SOLANA BEACH, CA 92075 (858) 481 -3310 SITE ADDRESS A.P.N.: 805 BRACERO ROAD 258 - 350 -30 -00 ENCINITAS, CA 92024 ZONING REQUIREMENTS R3 ABBREVIATED LEGAL DESCRIPTION PARCEL 1: THE NORTH HALF OF THE SOU7HWEST QUARTER OF THE NORTHEAST QUARTER OF THE NOR774EAST QUARTER OF THE SOUTHEAST QUARTER OF SEC77ON 15, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. PARCEL 2: AN EASEMENT FOR INGRESS AND EGRESS OVER THE EASTERLY 20.00 FEET OF THE SOUTH THREE- QUARTERS OF THE WEST HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER, OF SECTION 15, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. TOPOGRAPHY HANDSHOT TOPOGRAPHY INFORMATION PREPARED BY C STORY POLES, INC., PLS 8591, AUGUST 2013. SOILS ENGINEER'S CERTIFICATE VICINITY MAP NTS I,T'MYERS A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CER77FY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 10 -31- 2013 AND FOR AN UPDATE ON 2. - 12 ^ 20 /S 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 GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJEC BEEN l ORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: I � RCE NO.: 63%73 EXP. DATE: 9 -30-/6 �QQOFESSI JOB A GI /(woo - 32 - O f r�Q �J yFfl�2G� N n Z F- GEOCON INCORPORATED No. RCE63773 rrn 6960 FLANDERS DRIVE _33 SAN DIEGO CA 92121 -2974 *sl CIV PROJECT NO. G1660 -32 -01 gTFOFCp... PHONE. (858) 558 -6900 DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURCES CONTROL 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 PROGRAM PLAN ( SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NOI) 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 SQRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN NO 12284 -G AND BY SWRCB NO. R9- 2009 -0001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH THE SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF SWRCB NO. R9- 2009 -0001. NOI # CC SIGNATURE DATE CLr;. ++Op ►ar q0m PRINTED NAML OF ABOVE PERSON TITLE UCC. ?r0o rk,es,LLC_ COMPANY PROPERTY LINE PROPOSED LOT LINE PROPOSED EASEMENT LINE - - - EXISTING EASEMENT LINE PROPOSED PCC PAVEMENT PROPOSED PERMANENT BMP AREA PROPOSED POROUS PAVERS (SEE LANDSCAPE PLANS) PROPOSED GRASS -PAVE BMP AREA (SEE LANDSCAPE PLANS) PROPOSED AC PAVEMENT TRENCH RESURFACING TYPE 'C' PER SDRSD G -24A PROPOSED TREE IN PUBLIC RIGHT -OF -WAY (SEE LANDSCAPE PLANS) SDWD W15 -020 BUILT ENCINITAS FIRE PROTECTION DIST. I SAN DIEGUITO WATER DISTRICT REVI ED B� REJf Y BRIAN M. ARDOLINO DATE �i� R.C.E. NO. 71651 EXP. 12 -31 -15 DATE: DATE: - CENTERLINE OF ROAD 55 PROPOSED CONTOUR LINE - - - -- - - EXISTING CONTOUR LINE PROPOSED FLOWLINE - - - - - PROPOSED SETBACKS PROPOSED RETAINING WALL PROPOSED GRADING LIMITS PROPOSED STORM DRAIN S PROPOSED SEWER LATERAL -0 PROPOSED WATER LATERAL �""„'W1111 30 MIL. HDPE LINER FS FINISHED SURFACE FG FINISHED GRADE FL FLOW LINE FF FINSHED FLOOR GF GARAGE FINISHED FLOOR BMP STATUS: PRIORITY -HMP; R ID 3-/r.3-?354f(, N SWMA REC. E3o AS DOC. # Z.o15 - WDID NO. ENCINITAS PARKS & RECREATION DEPT. I ENCINITAS FIELD OPERATIONS DEPT. REVIEtyE�� ���- DATE: iii h':� REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLAN NG & BUILDING °t "mot° n. UKAWN d. ��t MA dr ENGINEERING DIV. APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. BMA VRE BMA \L 1i•l •� C \ \•l7•l /I 17 / CITY OF ENCINITAS CONTROL POINT NO. 1042 PLA S PREP ED UNDER THE SUPERVISION OF REVIEWED BY: QU GRADING PLAN FOR: A VIE ED BY. DATE 114 -15 A^. AA � ���S�F�G HORIZONAL 1 " =20' MASIH MAHER GLENN PRUM - SOS BRACERO ROAD VERTICAL NIA O . DIRECTOR OF PUBLIC WORKS DATUM: NAVp88 ELEV.: 16.938" -� ATE: BRIAN M. ARDOLIN R.C.E. NO. 71651 EXP. 12 -31 -15 DATE: 7/29/IS DATE: 8 -7,I.5 14 -115 TPM /DR/CDP A.P.N. 258 - 350 -30 -00 SHEET 1 OF 4 MO DMA TABLE - TREATMENT PPST DMAAREA DMA RF RF x AREA PARCEL 1* BLDG 5635.0 1.0 5635.0 PP 1067.7 0.1 106.8 L 9378.4 0.1 93ZB PCC 158.6 1.0 158.6 - '• = •' E Il•l1 lb TOTAL 6838.2 *SOIL TYPE 'D' USING BIORETEN71ON !MP PARCEL 2* BLDG 3895.4 1.0 3895.4 PP 1869.0 0.1 186.9 L 8536.0 0.1 853.6 PCC 396.3 1.0 396.3 '• TOTAL 5332.3 *SOIL TYPE 'D' USING BIORETEN77ON IMP PARCEL 3* BLDG 3895.4 1.0 3895.4 PP 1869.0 0.1 186.9 L 8397.0 0.1 839.7 PCC 3929 1.0 397.9 PCC FLUSH CURB TOTAL 6838.2 *SOIL TYPE 'D' USING BIORETENTION IMP DMA TABLE - HYDROMODIFIED PPST DIIAA AREA DMA RF RF x AREA PARCEL 1* BLDG 5635.0 1.0 5635.0 PP 1067.7 0.1 106.8 L 9378.4 0.1 937.8 PCC 158.6 1.0 158.6 - '• = •' E Il•l1 lb TOTAL 6838.2 *SOIL TYPE 'D' USING BIORETEN71ON IMP * *TOTAL AREA REDUCED BY 2400 SF (EX. IMPERVIOUS AREA ON PARCEL), RESULTING IN A NET AREA OF 4434.4 SF. PARCEL 2* BLDG 3895.4 1.0 3895.4 PP 1869.0 0.1 186.9 L 8536.0 0.1 853.6 PCC 396.3 1.0 396.3 '• TOTAL 5332.3 *SOIL TYPE 'D' USING BIORETENTION IMP * *TOTAL AREA REDUCED BY 755 SF (E( IMPERVIOUS AREA ON PARCEL), RESULTING IN A NET AREA OF 4577.3 SF PARCEL 3* BLDG 3895.4 1.0 3895.4 PP 1869.0 0.1 186.9 L 8397.0 0.1 839.7 PCC 3979 1.0 3979 PCC FLUSH CURB TOTAL 6838.2 *SOIL TYPE 'D' USING BIORETENTION IMP * *TOTAL AREA REDUCED BY 9400 SF (EXISTING IMPERVIOUS AREA ON PARCEL), RESULTING IN A NET AREA LESS THAN 0, THEREFORE HMP IS NOT APPLICABLE SOD PLUGS OR GRASS SEED PER LANDSCAPE PLAN 5.5" PCC PAVEMENT 4" PERFORATED PVC PIPE IMP MIN PROPOSED SF AREA IMP AREA 0.040 273 701 SF 273 SF INCLUDING 15% CONTINGENCY = 314 SF 701 SF > 314 SF THEREFORE OKAY IMP MIN PROPOSED SF AREA IMP AREA 0.040 213 736 SF 213 SF INCLUDING 15% CONTINGENCY = 245 SF 736 SF > 245 SF THEREFORE OKAY IMP MIN PROPOSED SF AREA IMP AREA 0.040 213 382 SF 233 SF INCLUDING 15% CONTINGENCY = 245 SF 382 SF > 245 SF THEREFORE OKAY IMP MIN PROPOSED SF AREA IMP AREA _ 0.130 579 T 701 SF 576 SF INCLUDING 15% CONTINGENCY = 662 SF 701 SF > 662 SF THEREFORE OKAY j I I r \ r j REFERENCES DATE BENCHMARK *PAVER INSTALLATION SHALL BE PER 1 �I (hll� ENGINEERING DIV. APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT i s `r -. , MANUFACTURER'S RECOMMENDATIONS ''±± ED 20� MADWArY, ON 7 - '• = •' E Il•l1 lb PERMEABLE PAVERS ORCO CITY OF ENCINITAS CONTROL POINT NO,' 1042 DATUM: NAVD88 ELEV.: 16.938' PAVER SECTION IS SHOWN FOR 11-11 f I� 11 lll�ili' I,- I 7 �297.36 lE OUT 8 .0. (l r 300.5 T� : *0. ? �,�,F =i, 111 ff PAN ma, r ; r � V � I I p�c[ -� 2 AS A it t 1 SEE SEC. 4, _ 1 I J14 p sIEEEr a L APN: �5r3- 350 -32 -Oi I W�7HPuG PrPEI APN: 258 -3 -31 -00 I _ mil. r sEFSE>~ 3oow ILLEGIBLE ' 30300 BW y .>' 1 � f ...,....._ SNFEj3 �;e 303.0 BW rL (3414 r� 1 ,1�.n �, /. ,108.6 T( ,. �♦ r JAF F330`1110 a", r II '* r r 1 ►L,I • r 9 M..,IN- y��� ��� qho y �� �� �`' w °�° No. 71651 0 m cc Exp. 12/31/15 1TgTF CIV IL \P OF CALIF r r o ♦I� r t • ♦III . r ��i r * REFERENCES DATE r J it IF I�, \L4.% R r,r ;0 � ��.' rr •,�, .p .`s. �,0 �" -top ! ., r• - , ri NETAREA: 16,189.80 SF 0, • • I f t e r l rl i*n.,�� Xz I� a • � r � �F �, 1 �..� �.■ r -JOI.25 FG .9 p h�, I 300.9 � rl�h �I�i +• as �! �a �� 301.25 r _ �i,II III �p T @. ►. f i; r rr r• r• � I I" ':r t • r • t D i� � 1 %�'i� .7.x►�Et, , •: • - ` _�� I��� <t - r. ;� I � +� ,\ ,��♦ r ,��� � � r, r• . , i..lG • i � �. °' _ �'�1i�• � r� r ♦I ♦I ♦III♦ I� � •, , +i`iL�:�.� r .; r r _,�..t�N /." °'► �'r>Zni . I ♦ ♦I ♦I♦ ��r r•' r. r• i� ,. • * p a..r_ �E - � - - s -�i �..�.�.o- �, �- - �'_ •i its �♦ ♦I♦�♦� ♦��,7 t 111: vim. r t" ��►�w�•I� r r r .z... e r r �! e'�' ,may I, R t•. t �i� �� WE I.. I S��kr �< •4� i. / rl �.� �- RO' ♦�a�.�. t ��.a t a tT. I `S3 ♦�'ili, '.•• ��,4 ��;�c'4 r � . v 'r'e�"�;i � i.4_m 'r t'� r rr � ® :� � � � m ( '�A•s,�'ti, ���•i, r r �•S •yi; © iZ'! p • ►+i +•�ssl , r'. i r ��� I r r r f �,, •. , �. �" p �© 4'` p p © rr'r 1 u: rlul .. �IC'p'1 r •+, � ©_ r -_ mw. : °'I: � @ a -: '' r it r IMP MIN PROPOSED A' f ll SF AREA IMP AREA 595 SF INCLUDING • 15Z CONTINGENCY = 684 SF GRADING PLAN 736 SF > 684 SF THEREFORE OKAY E4SEMENT FOR PUBLIC RIGHT-OF-WAY STORMWATER MAINTENANCE AGREEMENT SCALE 1 0=20' RECORDED 5ZT__L, 2015 PER RECORDED 2015 AS DOC. • NO @ IMP MIN PROPOSED 121102' BROOKS BOX INSTALL LARGE COBBLE OR SF AREA IMP AREA OR t 1111 RESTRICTOR ON ON OVERFLOW EDGES tt :t PLATE W/ 1-0 *. t EROSION n t t t t• ttOOD t t t t *, IFICE OR C17Y ENGINEER r r tt t APPROVED EQUIVALENT OF WORK � l 3mm4f%m 1 DROUGHT TOLERANT PLANTS (TYP.) r 2" HARDWOOD MULCH/ GRASS COVER OR CITY APPROVED EQUIVALENT r I -ice= fr L I SITE CONSTRUCTION NOTES 1 INSTALL PERVIOUS PAVERS PER DETAIL, THIS SHEET. INSTALL GRASS PAVE BMP OR CITY APPROVED EQUIVALENT PER DETAIL, THIS SHEET. QQ CONSTRUCT PCC PAVEMENT, 5.5' PCC OVER COMPACTED NATURAL GRADE FOUND 1/' 309.0 7W v SQUARE PTJ ® CONSTRUCT MASONRY RETAINING WALL PER SDRSD C -1 3075 BW FOUND 1/2 3030 ToF Q9 1 IRON PIPE CONSTRUCT MASONRY RETAINING WALL PER SDRSD C -4 . _. 308.5 BW 1 4 - © INSTALL 810 - RETENTION BMP AREA PER DETAIL, THIS SHEET. NOT TO BE MODIFIED 8 `•r' _ WITHOUT PERMIT. p 10' fp SYSB 251` INSTALL TYPE G CURB & GUTTER PER SDRSD G -2, PER IMPROVEMENT PLAN d { ~� 306.8 FL RYSB ® INSTALL DUAL 3" SIDEWALK UNDERDRAIN PIPES PER SDRSD 0-27 !l �� 367.0 REPLACE EXISTING LAUREL FIG TREE WITH TREES OF EQUAL TOTAL VALUE ALONG I`v 1 FRONTAGE OF PARCEL 1 PER LANDSCAPE PLANS MEA DRAIN Y ® PROPOSED DRIVEWAY PER SDRSD -14D, PER IMPROVEMENT PLAN 306.6 TG o 305,9 IE �� 5 :1 11 CONSTRUCT AC PAVEMENT PER IMPROVEMENT PLAN 306.7 FG 1.1.3 HIGH PT I 0 CONSTRUCT CUTOFF WALL PER DETAIL, THIS SHEET. AREA DRAIN I 306.8 FG AREA D 1N TOE ® INSTALL 30 MIL HOPE LINER TG FS 305.9 IE 5:1 ! � ' ti ®INSTALL 4' PERFORATED PIPE 306.7 FG TOE x INSTALL 1 " CU. WATER SERVICE AND 1 " METER. SEE IMPROVEMENT PLAN 12284 -1 ;} / ® ABANDON EX WATER SERVICE SEE IMPROVEMENT PLAN 12284 -1 a 5:1 A.0 65' .08 r ; \ & 306.9 FG ip' �A GRADING NOTES HIGH PT ' "` SYSB 1 1. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPUCANT'S PROPERTY. IF ANY 307.95 G IV 'I ` DISTURBANCE TO AIAIACENT PROPER77ES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE SYSB ' J DISCRETION OF THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY TOE 1 i OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY X82 ° DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING \ I G�1� � AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. FS 307.87 FG 2. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL DRAINS SHALL DISCHARGE ONTO �I TOE GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE pT AREA DRAIN 5 :1 ( PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION 307.4 TG ae�I UOTS OF CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CRT: STfS 306.6 IE ° GRADING 3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE SINGLE - FAMILY RESIDENTIAL 307.5 FG I 307.84 FG DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY HALL (505 S. VULCAN AVE, ENCINITAS CA 92024) HIGH PT TOE AND ARE APPROVED AS PER PC RES. 2006 -27. AREA DRAIN 307.4 TG S_PEC14L BMP INSPECTION N07ES 306.6 IE I PROGRESS PICTURES OF BIORETENTION BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT 4ED f�lly I 30 .75 FG THE FOLLOWING STAGES: 51 FL 6iIs l0E FFTIII ^ sL 1 PT 10 51 1. BASIN EXCAVATION 1.03' , EX S!H 2 PLACEMENT OF PERFORATED PERFORATED PIPE RISER PIPE, OUTLET PIPE, ETC 25 . g 0°I• .. 25' 3. PLACEMENT OF GRAVEL LAYER RYSB 4. PLACEMENT OF ENGINEERED SOIL LAYER E OUT _ A 5. FINAL BASIN GRADING 306.5 S15B FOUND I- IROL 6. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED ,PIPE WITH DIS( 6.5 FG RE1604 6" GRADI\ N } CUTOFF WALL RIP RAP PER PVC PIPE PER PLAN SDRSD D -40 1- I I (I� BLOREIMON 20 40 HO { hlihi� ICI! AREA SEE DETAIL THIS SHEET GRAPHIC SCALE IN FEET ��� qho y �� �� �`' w °�° No. 71651 0 m cc Exp. 12/31/15 1TgTF CIV IL \P OF CALIF BIORE7ENTTON PLANTERS 1O BE DEPRESSED AT LEAST 6 BELOW ADJACENT FINISHED SURFACE 810 IX R/W LINE BRACERO ROAD TYPICAL SECTION NOT TO SCALE MONUMENT NOTE• NOTES TO CONTRACTOR: THE CONTRACTOR ShKL BE RESPONSIBLE FOR ANY MONUMENTA71ON AND /OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERDVCED AND REPLACED UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCA71ON OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO FIELD VLRIFY LOCATION OF EXISTING W 17H B�PRI4 B MTHE DV TA71D LAND LICENSED OR THE TOR OR CML LIVENED A L REQUIRED BY THE LAND SUR ACT I CE �D SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, UTILITIES PRIOR TO ORDERING MATERIAS AND CONSTRUCTION. CONTRACTOR SWILL NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF UTILTIIES UPON DISCOVERY OF DISCREPANCY. CONTRACTOR TO COORDINATE WITH SOWD INSPECTOR FOR INSTALLATION OF PROPOSED WATER METER AT RIGHT -OF -WAY. WATER METER TO BE FIELD LOCATED WTIH RESPECT TO EXISTING & PROPOSED HANDSCAPE, UTILITIES, ETC. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK *PAVER INSTALLATION SHALL BE PER 1 �I (hll� ENGINEERING DIV. APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. MANUFACTURER'S RECOMMENDATIONS i I-E i 1=f 1-I' f 1 - '• = •' E Il•l1 lb PERMEABLE PAVERS ORCO CITY OF ENCINITAS CONTROL POINT NO,' 1042 DATUM: NAVD88 ELEV.: 16.938' PAVER SECTION IS SHOWN FOR 11-11 f I� 11 lll�ili' I,- I GRADING PLAN FOR: 805 BRACERO ROAD 14 -115 TPM /DR /CDP A.P.N. 258- 350 -30 -00 12284 -G AQUA -BRIG OR APPROVED EQUAL VARIES��If -.y REFERENCE ONLY. PAVER SECTION IS �,�,F =i, 111 ff �II�I�� ::.. .. '�.. • '• REQUIRED TO MAINTAIN IMPOSED LOADS i l y I I =11 ,! i {( f I ': '' a SHEET 2 OF 4 OF NOT LESS THAN 75,000 LBS 11 411111 f -il_ I I I� „I �IIE- ii�1�1 -111 PCC FLUSH CURB CUTOFF WALL DETAIL 4' BASE COURSE LAYER-67(160 1/2° TO 1 °AGGREGATE AT EDGE OF PERMEABLE PAVERS NOT TO SCALE FILL OPENINGS IN PAVER UNITS 4' PERFORATED WITH A" TO %" AGGREGATE PVC PIPE 2' BEDDING COURSE LAYER 12" SUB BASE COURSE LAYER " " 114' TO 318" AGGREGATE OIL 1/2 TO 3 ANGUTAR ROCK 24 LAYER ENGINEERED SOK } 1-� I{- I� ( 1 S ° TOPSOIL IN OPENINGS *SEE NOTE BELOW I L I�mm =1 I I;I liatv CONCRETE GRID PAVER I I PERVIOUS PAVERS DETAIL 11 I-1 �11I E 11 1 1-11 1( P I" TO 1.5" BEDDING COURSE I s J 30 I� i 1i 3l I 3 3 - f t 3 �. 3I' I -I R NOT TO SCALE PER MANUFACTURER'S SPECS 2" LAYER OF MIL ; 318' GRAVEL _ l " 4: �n\ PROP R LINE 12" LAYER 5.5 PCC PAVEMENT 3 4" GRAVELF r� N 3I I jl I �i t- °m = I ( 1 20 20 /14 *��� I I - _ f; I tfi.5' f 13.5 17' PROPOSED TREE IN PUBLIC *SEE NOTE BELOW '100 RQW:%.J0 -Dw'1� { E I ; I I ( A 15' PROP ROAD WIDTH RIGHT -OF -WAY PER t� Q-t t �A (OTJ l =I 3� 3 i I ;_ f i I-I i I� I ^ 1I I i I -i ( _ I IMPROVEMENT PLANS p " " I' 1 �j n -i„ -±11.5' EX ROAD WIDTH 6 OUTLET PIPE 4'x6 TEE ;;: ,.: :;� ,,.J..., ° rl• _ s 4 PVC PERFORATED 3 - �' •• "D2�46D o1aP10E RESJIRICTOR PLATE SUBDRAIN >;XP• (VIII-11 Pl#E SUBDRAIN v� 4 GAf i 1 f APPROXIMATE EX 2' SAWCUT W/ 1'9 ORIFICE i- /- Bt,YFiGE PAVING SECTION GEOTEXTILE PER 12" CRUSHED ROCK HO7F gp�pgE gAp Np� qE gam, VAR- IES VARIES VARIL IX P t3.8'� I ViVBES MANUFACTURER'S SPECS crrav BIORETENTION OUTLET STRUCTURE DETAIL BIORETENTION AREA DETAIL I ' `' COMPACTED SUBGRADE NOT TO SCALE NOT TO SCALE E-i i=� * SIOREIENTION 'ENGINEERED SOIL' LAYER SHALL BE MINIMUM 24' DEEP SANDY LOAM' SOIL MIX WITH NO MORE THAN 5% CLAY * BIORETEN71ON "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24' DEEP 'SANDY LOAM' SOIL MIX WITH NO MORE THAN 5% CLAY 4 Vi a ENT CONT THE MIX SHALL CONTAIN 50 60% SAND, 20 30% COMPOST OR HARDWOORD MULCH, AND 20 30% TOPS014 FREE OF CONTENT. THE MIX SHALL CONTAIN 50 60% SAND, 2D 30% COMPOST OR 1IARDWOORD MULCH, AND 20 30% TOPSOIL, FREE OF f PROPOSED PAVEMENT STONES, STUMPS ROOTS OR SIMILAR OBJECTS AND ALSO FREE OF NOXIOUS WEEDS STONES STUMPS, ROOTS, OR SIMILAR OBJECTS AND ALSO FREE OF NOXIOUS WEEDS APPROXIMATE PER IMPROVEMENT PLAN GRASS -PAVE BLOCKS DETAIL EXisTINC GRADE NOT TO SCALE ** 3/4' CRUSHED ROCK LAYER SWILL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INRL7RA71ON AND ** 3/4' CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY Y OF THE DETAIL THE EFFECTIVE AREA OF THE BASIN SWILL BE LEVEL AND SHALL BE SIZED BASED ON STORAGE ABILITY OF THE DETAIL THE EFFECTIVE kREA OF THE BON SHA1t BE LEVEL AND SWILL BE SIZED BASED ON PROPOSED TYPE G' CURB & QROf ESSIpy CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORE7ENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO (I. ALL CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIOREIENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT ALL GUTTER PER SDRSD G -2 O �NAEL q! PER IMPROVEMENT PLAN " RETENTION PLANTERS 10 BE DEPRESSm AT LEASE 6" BELOW ADJACENT FINISHED SURFACE PASCO LARET SU ITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 fa 858.259.4812 I plaaengineering.com ��� qho y �� �� �`' w °�° No. 71651 0 m cc Exp. 12/31/15 1TgTF CIV IL \P OF CALIF BIORE7ENTTON PLANTERS 1O BE DEPRESSED AT LEAST 6 BELOW ADJACENT FINISHED SURFACE 810 IX R/W LINE BRACERO ROAD TYPICAL SECTION NOT TO SCALE MONUMENT NOTE• NOTES TO CONTRACTOR: THE CONTRACTOR ShKL BE RESPONSIBLE FOR ANY MONUMENTA71ON AND /OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERDVCED AND REPLACED UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCA71ON OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO FIELD VLRIFY LOCATION OF EXISTING W 17H B�PRI4 B MTHE DV TA71D LAND LICENSED OR THE TOR OR CML LIVENED A L REQUIRED BY THE LAND SUR ACT I CE �D SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, UTILITIES PRIOR TO ORDERING MATERIAS AND CONSTRUCTION. CONTRACTOR SWILL NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF UTILTIIES UPON DISCOVERY OF DISCREPANCY. CONTRACTOR TO COORDINATE WITH SOWD INSPECTOR FOR INSTALLATION OF PROPOSED WATER METER AT RIGHT -OF -WAY. WATER METER TO BE FIELD LOCATED WTIH RESPECT TO EXISTING & PROPOSED HANDSCAPE, UTILITIES, ETC. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANN G & BUILDING °es;BMA er °RVRE BY °�EIMA By ENGINEERING DIV. APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. I4 E Il•l1 lb 11 1 CITY OF ENCINITAS CONTROL POINT NO,' 1042 DATUM: NAVD88 ELEV.: 16.938' HORIZONAL 1 " =20' VERTICAL N A IEVV D BY: P S PR RED UNDER THE SUPERVISION OF DATE: ' I .1 v R.C.E. N0. 71651 BRIAN M. ARDOLINO EXP. 12 -31 -15 REVIEWED BY. �Q.O /L4 ' t^ GLENN PRUIM 4- MASIH MAHER DIRECTOR OF PUBLIC WORKS DATE. 7 /29 /IS DATE. 8 7- GRADING PLAN FOR: 805 BRACERO ROAD 14 -115 TPM /DR /CDP A.P.N. 258- 350 -30 -00 12284 -G D ° SHEET 2 OF 4 PISA 21.36 PARCEL 1 i PARS 3 BUILDING PER ARCHITECTMUNKML PLANS 10 2 16 PROPOSED PRIVATE DRIVE PROPOSED GRADE I 5.50 PCC OVER COMPACTED 301.92 IF ( 2R MIN NATURAL GRADE it — I� III -:I1IE 1fT!�Li{ - Ep{ M. 1'- 1 IXlS1MIG SECTION 1 NOT TO SCALE PARCEL 1 PARCEL 9 d �� BW =298.9 RETAINING WALL PER SDRSD C-4 L -4.25' 8' 4' GARAGE PER BMP AREA ARCHITECTURAL ' SEE DETAIL PLANS SHEET 2 306.42 IF DUS77NG GRADE VARIES J05.5 WL _ 2% MIN � _ �- 1 3 f. -.... i � ! l� l P �: j.. • 4. �' �.�`,7.,�( , - � 11.x. PROPOSED GRADE i — i i1 3 � 111=11E i i i�i >. u... , i _i '' i l Ail ON SHT. 2) BUILDING PER ARCHITECTURAL PLANS SUP AREA SEE DETAIL SHEET 2 IE =3029 SECTION 2 NOT TO SCALE PARCEL 2` 1- 0 5 NOT TO SCALE 12'x12° BROOKS BOX (SEE DET. ON SHT 2) TG =307.3 IE =304.1 .r7_ =C — — — — PROPOSED PRIVATE DRIVE — EXISTING GRADE PROPOSED GRADE 5.5° PCC OVER COMPACTED T NATURAL GRADE 12-x12' BROOKS BOX (SEE DET. ON SHT 2) TG =300.7 IE =297.5 SECTION 4 NOT TO SCALE R AP# 20 a35D Xr W iTW =3020 BW -301.1 RETAINING WALL PER SDRSD C -1 IMACEWINOW (SEE 12284 -1 FOR STREET IMPROVEMENTS) - -20' _.,. 17 15' PROP ROAD WIDTH 111.5' IX ROAD WIDTH 2' SAWCUT IX PVMT VARIES ._. 13.8' -1 R PROP R7'W LINE S PAR 1 I 5.25' 11' 3' yi BMP AREA 5' SEE DETAIL 1 SHEET 2 1 T"k - - -- V 299.-- 7-WL - -- i APM R RETAINING WALL s PER SDRSD C_' 308.0 35' IX1STiNG GRADE >N = " FG =3070 TF=3030 (SEE DET. ON SHE 2) i PER DETAIL ON W. 2 TG =299.7 UNDERORAWN PIPE PER IE =295.9 SDRSD D -27 (PRIVATE) a i SECTION 5 NOT TO SCALE r ► r% BMP AREA SEE DETAIL r PASCO LARET SUITER PARCEL 3 I AFM 2'a8-30®29 BUILDING Pa2X WA ARCHITECTU r o, 71651 . 12/31/15 PL 4.5' 7.5' 2.5 CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING CUTOFF WALL (SEE DETAIL ON SHT 2) 535 North Highway 101, Ste A. Solana Beach, CA 92075 '�yT CI 1\1 f OF CA��F BMP AREA ��p� Ix{4e ph 858.259.8212 1 fz 858.259.4812 1 plsaangineering.com SEE DETAIL PROPOSED GRADE SHEET 2 -� ?T 1 — =i -- I- �i%� -I -( __ X30_7- •3_ -KL - - -- 306.5 FG -- + c i i IXISTING GRADE aTr' —_ PARCEL 2` 1- 0 5 NOT TO SCALE 12'x12° BROOKS BOX (SEE DET. ON SHT 2) TG =307.3 IE =304.1 .r7_ =C — — — — PROPOSED PRIVATE DRIVE — EXISTING GRADE PROPOSED GRADE 5.5° PCC OVER COMPACTED T NATURAL GRADE 12-x12' BROOKS BOX (SEE DET. ON SHT 2) TG =300.7 IE =297.5 SECTION 4 NOT TO SCALE R AP# 20 a35D Xr W iTW =3020 BW -301.1 RETAINING WALL PER SDRSD C -1 IMACEWINOW (SEE 12284 -1 FOR STREET IMPROVEMENTS) - -20' _.,. 17 15' PROP ROAD WIDTH 111.5' IX ROAD WIDTH 2' SAWCUT IX PVMT VARIES ._. 13.8' -1 R PROP R7'W LINE S PAR 1 I 5.25' 11' 3' yi BMP AREA 5' SEE DETAIL 1 SHEET 2 1 T"k - - -- V 299.-- 7-WL - -- i APM R RETAINING WALL s PER SDRSD C_' 308.0 35' IX1STiNG GRADE >N = " FG =3070 TF=3030 (SEE DET. ON SHE 2) i PER DETAIL ON W. 2 TG =299.7 UNDERORAWN PIPE PER IE =295.9 SDRSD D -27 (PRIVATE) a i SECTION 5 NOT TO SCALE DEEPENED FDORNG�' -'! r! `12712" BROOKS BOX ADJACENT TO (SEE DET. ON SHT. 2) BASIN TG =306.6 IE =303.4 SECTION 6 NOT TO SCALE PARCEL 1 R PROPOSED GRADE I` 3.75' i IXISTING GRADE I if ll- BUILDr"^ .R ARCHM EXISTING GRADE v — PARCEL 2 — 8' BMP AREA SEE DETAIL SHEET 2 IE =3021 SECTION 7 NOT TO SCALE _75,_ PROPOSED GRADE 2% MIN BUILDING PER ARCHITECTURAL PLANS L44__ GARAGE PER ARCHITECTURAL PLANS IXISTING GRADE 301.92 IF DETAIL ON 2) GARAGE PER ARCHITECTURAL PLANS VFFI m SECTION 8 PER TURAL ►'-A r ► r% BMP AREA SEE DETAIL r PASCO LARET SUITER SHEET l� WA �tS $ J I L & ASSOCIATES DEEPENED FDORNG�' -'! r! `12712" BROOKS BOX ADJACENT TO (SEE DET. ON SHT. 2) BASIN TG =306.6 IE =303.4 SECTION 6 NOT TO SCALE PARCEL 1 R PROPOSED GRADE I` 3.75' i IXISTING GRADE I if ll- BUILDr"^ .R ARCHM EXISTING GRADE v — PARCEL 2 — 8' BMP AREA SEE DETAIL SHEET 2 IE =3021 SECTION 7 NOT TO SCALE _75,_ PROPOSED GRADE 2% MIN BUILDING PER ARCHITECTURAL PLANS L44__ GARAGE PER ARCHITECTURAL PLANS IXISTING GRADE 301.92 IF DETAIL ON 2) GARAGE PER ARCHITECTURAL PLANS VFFI m SECTION 8 PER TURAL ►'-A PLSA 2136 QROFESSi NOT TO SCALE PASCO LARET SUITER c "AEC � — (can� 0 m �tS $ J I L & ASSOCIATES o, 71651 . 12/31/15 CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A. Solana Beach, CA 92075 '�yT CI 1\1 f OF CA��F ��p� Ix{4e ph 858.259.8212 1 fz 858.259.4812 1 plsaangineering.com (to I iCClt 1 i 4�1 eve Lt;L•11 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNI & BUILDING GNED BY ° "E BY °ES'BMA aY )RVRE ENGINEERING DIV. APPROVAJS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. BMA RE BMA MA 11 I C l �• CITY of ENCINITAS CONTROL POINT NO. 1042 P NS PREPARED UNDER THE SUPERVISION OF REVIEWED BY. �QC> GRADING PLAN FOR: HORIZONAL NIA R� / (� DATE: GN 1 R.C.E. NO. 71651 -Lh- M MASIH MAHER GLENN PRUIM 805 BRACERO ROAD 12284 -G VERTICAL N A a A* 1 A BRIAN M ARDOUNO M. DIRECTOR OF PUBLIC WORKS r I­ A DATUM: NAVD88 ELEV.: 16.938' EXP. 12 -31 -15 n A TC. °'71 2 e / I C M A TC. --- - -„ -- - PLSA 2136 HYDROSEED NOTES 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6 :1 HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA: A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: A, SEED MIX SHALL CONSIST OF NO LESS THAN, 1, 20 LBS PER ACRE OF ROSE CLOVER 2. 20 LBS PER ACRE OF ZORRO FESCUE J. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNKA 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOL14 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) 6. 112 LB PER ACRE OF DIMORPHOLECA 7 17EMS C, DE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. 8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYROSEEDING. 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 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 FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH 151- SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY.• A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF- 1. TRACK WALKING SLOPES STEEPER THAN 6:1. 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY.• 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. 2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. { l ! x! \ � I 1 1 I 3 1 X98.2 /I 1 I1 1 x UC EMRANCE 1 3 PER D ,THIS SHEET/� NJ E I 'Em_ ., x 1 I 1 t !11 ( � 1 i � � CONSTRL C77ON ENTRANCE DETAIL NOT TO SCALE 247 4 Ci SILT FENCE DETAIL NOT TO SCALE REVISIONS APPROVED V ,t REFERENCES 3 T FENCE M ---, / 3X7 q o t l i j f 302.1 Ix q i Il 1 l� Iy ll I a � 1 � 1 t I 302 8 x j X J06.7 3172-9 1 11 3066 1 ( 3 1 S89'04'3r'E 334.71' d a d / a � � � � •f y* rt� W -`� \ " p _ N I PROPOSED SWALES__.fTIP_._^ MDROSINIS NG h • " - - - -- E i T _ _ - = SEE I THIS g7 �• `, j I 1 - -_ 306 9 - �� VRiaAc THIS SHEE 29j 2 5.8 _n._.�'c..• _r..._F � S- mot. -_�w:. t _� _.::. V- a ?'' __ - �..._.s.s '�•: °�+� °.± � ,� °°_ - - ' NGJ { \ 1 I f t ! x 2979 t 4 T O 1, COARSE AGGREGATE FILTER FABRIC L1.1' MIN- UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION A -A NOTE: CONTRACTOR TO MODIFIY CONS #UC110N ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER AND DITCH CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE A---i A 20' MIN 19' RADIUS MIN. ORIGINAL GRADE 5 11 1� II t 1 � EROSION CONTROL PLAN SCALE: 1"=20' DESILTING BASIN NOTE: 1. 61ORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE 81ORETEN71ON BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY GRAVEL SAG DETAIL NOT TO SCALE TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED 308.7 x �v t 311 5 �P2, 9 x 310. .3 L 12 4 x i) -- ADJACENT PROPERTY DISTURBANCE NOTE ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, I A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND 1 SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND �` - - SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL ADDITIONAL NOTES x3113 8 1. EROSION CONTROL 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, - 310. 3 COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. 2 NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM Q/ RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, r l DRIVEWAY, AND STREET. " ' ` ` " 379.9 J. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE r , , , ° , ° ..... � SINGLE- FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY HALL n (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES. 2006 -27. r � r HYDROSEEDING U97, 2 SEE NOTES THIS SHEET ( x SILT FENCE PER LEGEND DETAIL THIS SHEET x309, . STABILIZED CONSTRUCTION ENTRANCE PER TC -1 ~4 GRAVEL BAGS PER SC -06 SILT FENCE PER SC -01 �+. x NOTE: EROSION AND SEDIMENT CONTROL DETAIL REFERENCES ARE CALTRANS STANDARD PLANS 310. T x ,3018 4 x i SHEET, TTP 908.9 909.5 20 10 0 20 40 60 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC O() WIRE _ GRAPHIC SCALE IN FEET PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fx 858.259.4812 plsaengineering.com =� �� ° ° °� w m No. 71651 o m � Exp. 12/31/15 � Sp9T CIVI\- F UF� OF CA � � CONSTRL C77ON ENTRANCE DETAIL NOT TO SCALE 1\ !`�� � 1L.� It Ib ►4 QCi 1� 46l ref it.Z�•i'1 SILT FENCE DETAIL NOT TO SCALE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANN p_ G BUILDING R' DESIGNED BY DRVRE 8Y CH BY ENGINEERING DIV. APPROVALS. CITY OF ENCINITAS PUBLIC WORDS DEPARTMENT DRAWING NO. 6 AD W)DTH AS REQUIRED.> CITY OF ENCINITAS CONTROL POINT NO. 1042 DATUM: NAVD88 ELEV.: 16.938' _� Q TO ACCOMODATE PLANS PREPARED UN DER � BRIAN M. ARDOLINO THE SUPERVISION OF � R.C.E. DNO. 7165y 1 EXP. 12 -31 -15 REVIEWED BY: O __A962 AA MASIH MAHER GLENN PRUIM DIRECTOR OF PUBLIC WORKS DATE: -7/241/15 DATE: -7 -/S EROSION CONTROL PLAN FOR: Q C A j� j� OOJ BRt���l�® 1� ®�� 14 -115 TPM /DR/CDP A.P.N. 258 - 350 -30 -00 1 R l�w�_� w ANTICIPATED TRAFFIC o t u 1 D TE: m SHEET 4 OF 4 A 20' MIN 19' RADIUS MIN. ORIGINAL GRADE 5 11 1� II t 1 � EROSION CONTROL PLAN SCALE: 1"=20' DESILTING BASIN NOTE: 1. 61ORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE 81ORETEN71ON BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY GRAVEL SAG DETAIL NOT TO SCALE TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED 308.7 x �v t 311 5 �P2, 9 x 310. .3 L 12 4 x i) -- ADJACENT PROPERTY DISTURBANCE NOTE ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, I A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND 1 SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND �` - - SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL ADDITIONAL NOTES x3113 8 1. EROSION CONTROL 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, - 310. 3 COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. 2 NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM Q/ RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, r l DRIVEWAY, AND STREET. " ' ` ` " 379.9 J. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE r , , , ° , ° ..... � SINGLE- FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY HALL n (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES. 2006 -27. r � r HYDROSEEDING U97, 2 SEE NOTES THIS SHEET ( x SILT FENCE PER LEGEND DETAIL THIS SHEET x309, . STABILIZED CONSTRUCTION ENTRANCE PER TC -1 ~4 GRAVEL BAGS PER SC -06 SILT FENCE PER SC -01 �+. x NOTE: EROSION AND SEDIMENT CONTROL DETAIL REFERENCES ARE CALTRANS STANDARD PLANS 310. T x ,3018 4 x i SHEET, TTP 908.9 909.5 20 10 0 20 40 60 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC O() WIRE _ GRAPHIC SCALE IN FEET PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fx 858.259.4812 plsaengineering.com =� �� ° ° °� w m No. 71651 o m � Exp. 12/31/15 � Sp9T CIVI\- F UF� OF CA � � CONSTRL C77ON ENTRANCE DETAIL NOT TO SCALE 1\ !`�� � 1L.� It Ib ►4 QCi 1� 46l ref it.Z�•i'1 SILT FENCE DETAIL NOT TO SCALE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANN p_ G BUILDING R' DESIGNED BY DRVRE 8Y CH BY ENGINEERING DIV. APPROVALS. CITY OF ENCINITAS PUBLIC WORDS DEPARTMENT DRAWING NO. 6 AD CITY OF ENCINITAS CONTROL POINT NO. 1042 DATUM: NAVD88 ELEV.: 16.938' HORIZONAL 1 " =20' VERTICAL NIA R D . a PLANS PREPARED UN DER � BRIAN M. ARDOLINO THE SUPERVISION OF � R.C.E. DNO. 7165y 1 EXP. 12 -31 -15 REVIEWED BY: O __A962 AA MASIH MAHER GLENN PRUIM DIRECTOR OF PUBLIC WORKS DATE: -7/241/15 DATE: -7 -/S EROSION CONTROL PLAN FOR: Q C A j� j� OOJ BRt���l�® 1� ®�� 14 -115 TPM /DR/CDP A.P.N. 258 - 350 -30 -00 1 R l�w�_� t u 1 D TE: SHEET 4 OF 4