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2015-11962 G (Plans)RIGHT- OF-WAY N07E 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 NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. 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 REPORT TITLED "GEOTECHNICAL INVESTIGATION AND FOUNDATION RECOMMENDATIONS FOR PROPOSED NEW RESIDENCE TO BE LOCATED AT 2324 & 2326 CAMBRIDGE AVENUE, ENCINITAS, CALIFORNIA" PREPARED BY ENGINEERING DESIGN GROUP DATED JANUARY 2, 2014 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDA7IONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 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 EX , +LNG PRIOR 70 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. 11962 -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 r REAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANL 4RD 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 SEC7ION. 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 WI7H1N 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 PROJECTION 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 WITH 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 = 4 H ; 1 V MAXIMUM VERTICAL DEPTH OF CUT = MAXIMUM VERTICAL DEPTH OF FILL = 5FFT CUT = 10 C. Y. FILL = 20 C. Y. EXPORT = 0 C. Y. REMEDIAL = 0 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 RECOMPAC77ON DEPTHS. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: Q06 SOFT IMPERVIOUS AREA AFTER CONSTRUCTION.' 1.334 SQFT (EXCLUDING ROOF AREA) INCREASE IN IMPERVIOUS AREA: 445 SQFT IMPERVIOUS AREA REPLACED: 1.233 SQFT LARET SUITE & 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 ploaengineering.com REVISIONS • tt7ija �m A RCE '. 12 -31 31 - 15 15 Civil OF CAL \F� REFERENCES EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOSEPH STUBBS AT (626)- 926 -6018, 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 LOCA77ONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. J. 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 SA77SFACTION 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. Z ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 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 COLLEC77ON AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLU71ON CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. J. 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 2% CROSS SLOPE TOWARD THE IMP /BMP 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. 8. 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- COMBUST76LE 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 DIEGUITO WATER DISTRICT NOTES I. 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 CONS77TUTE REPRESENTA77ON 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 EXIS77NG FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNEC77ON 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 MUST 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 PROTECT70N IN ACCORDANCE WITH WC -17 OR WC -18. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXIS77NG 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 UTIL177ES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD - (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 - CONSTRUCTION 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 VER77CAL CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. CFC 503.21 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 WITH AN APPROVED PAVED SURFACE TO PROVIDE ALL- WEATHER DRIVING CAPABILITIES, AMENDMENT 503.2.3 J. FIRE APPARATUS ROADWAY GRADES EXCEEDING 157. 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 EN77RE DIREC71ON OF TRAVEL, OR EQUIVALENT, TO ENHANCE TRACTION THE EN77RE LENGTH OF THE GRADE. BENCHMARK TY OF ENCINITAS CONTROL POINT NO. 1042 DATUM: NAVD88 ELEV.: 16.938' SCALE HORIZONAL 1" =10' VERTICAL N A • • 117L - • �' 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 DESIGNATING 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 ACTIV177ES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTI0N 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 PLAN77NG 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 CONSTRUCTON 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 CONTRACTOR SHALL BE 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 CONSTRUCTON 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 - INFORMAT70N 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 W 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 CONSTRUC7ON DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROU77NELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLU77ON 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. 1 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 COMPACTON AND STABILITY OF THE SITE SIGNATURE: DATE: 'v �-X. JOSEPH STUBBW FOR NEW HORIZON,` INC. STATEMENT OF E&ONEER 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 774E ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPIOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: /� • C«�C� DATE: RYAN M. TAYLOR RCE No. 75180 PASCO LARGT SUITER & ASSOCIATES 535 N. COAST HIGHWAY 101 SOLANA BEACH CA, 92074 RCE EXPIRES 12 -31 -15 PLSA 2173 AS BUILT RY)M M. TAYLOR DATE R.C.E. NO. 75180 EXP. 12 -31- 15 PLANNING & BUILDING ENCINITAS FIRE PROTECTION DIST FLANS PREPARED UNDER THE SUPERVISION OF DATE. 8-1/-/ �'�" • 7 R.C.E. NO. 75180 RYAk M. TAYLOR EXP, 12 -31 -15 SAN DIEGUITO WATER DISTRICT APPROVALS REVIEWED BY. 400 SI MASIH MAHER GLENN DATE: DIRECTOR OF ENGINEERING AND PUBI,ID }% J?K� N DATE: a/ yam% OWNERIPERMR7EE NEW HORIZON, INC. 15260 VENTURA BLVD, 20TH FLOOR SHERMAN OAKS, CA 91403 (626) 926 -6018 SITE ADDRESS A RN.: 2324 & 2326 CAMBRIDGE AVE 261 093 -52 -00 ENCINITAS, CA 92024 ZONING REOUIREMENTS R -11 ABBREM TED LEGAL DESCRIPTION LOTS 7 & 8 IN BLOCK 13 OF CARDIFF, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1298, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, NOVEMBER 14, 1910. TOPOGRAPHY HANDSHOT TOPOGRAPHY INFORMATION PREPARED BY C STORY POLES, INC., PLS 8591, AUGUST 2013. SOILS EN"NEER'S CERTIFICATE WOW MAP NTS 1, ERIN RUST A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS'' IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDIT70NS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 1[2/2014 AND FOR AN UPDATE ON II Wtow . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STU Y, 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 PROJECT dAVE BEEN JNGORRORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: ° �l 4, f /) RCE NO.: �,5t22 EXP. DATE: J- 7-01d; MENIA ENGINEERING DESIGN GROUP 2121 MONTTEL ROAD SAN MARCOS, CA 92069 PROJECT NO. 135243 -1 PHONE (760) 839 -7302 W*- AT �J SD.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS SURVEY BOUNDARY RIGHT -OF -WAY LINE CENTER LINE EXISTING EASEMENT LINE - C C CUT /FILL LINE F F LIMIT OF PAD PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR -- PROPOSED SEWER LATERAL - $O PROPOSED WATER SERVICE PROPOSED SO (SIZE & TYPE PER PLAN) PROPOSED PCC CURB PROPOSED RETAINING WALL PROPOSED PCC HARDSCAPE _ PROPOSED BUILDING - r -- 1 PROPOSED AC PAVEMENT PROPOSED BMP AREA TO BE r7 PRIVATELY MAINTAINED PROPOSED TRENCH RESURFACING i Z11 YARD DRAIN p LIMIT OF GRADING SAWCUT LINE FENCE LINE WALL mg MPE U014MOM EX. SEWER LINE EX. WATER LINE - -- - - -- DITCH/CURB FLOWLINE - - -- - - - -- - _ _ - -_ ._ CONTOUR LINE --_._. - __ -_ -- -- _ -_- -- INDEX CONTOUR LINE - -- - - -- BUILDING SETBACK MANHOLE CLEANOUT WATER METER 1 =°- IRRIGA77ON VALVE \r POWER POLE 0- GUY EYE (ANCHOR) 1 BMP STATUS: I 1 STANDARD PROJECT ENCINITAS PARKS & RECREATION DEPT. I ENCINITAS PUBLIC WORKS DEPT. / V,. / r. CITY OF ENCINITAS ENGINEERING DEPARTMENT (DRAWING GRADING PLAN FOR; I 2324 & 2326 CAMBRIDGE AVE 119624 13 -196 CDP _ A.P.N. 261 - 093 -52 -00 SHEET 1 OF 1 GRADING NOTES: 1. 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 OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND 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 THE REQUIRED PERMISSION IS OBTAINED. 2. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM 774E CITY. 3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE SINGLE- FAMILY RESIDEN77AL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES. 2006 -27. EX 8* VCP SEWER EX 8" ACP WATER PER SDWD WO -82 -115 _ °- \, 191.02 IS LINE OF DECK REVISIONS REARO YARD 15.0° Z5'-� 7.5;' - CONTRACTOR TO VERIFY • :r a• r OUTLET ' 10' THROUGH WALL �t SEWER LATERAL LOCA77C 179.65 FS ,j :06 SDWLK Ag6A t4 6A eVc RMT 11720 INV ®CONN i �I 1• _ I `1- r 7 FG BEGIN ALLEYWAY IMPROVEMENTS APN: 261-093-52-00 • +- 5% 3 PLANS PREPARED UNDER THE SUPERVISION OF DATE: T.6 - -/ ' -7 R.C.E. NO. 75180 RYAN M. TAYLOR EXP. 12 -31-15 TRANSITION IMPROEMENTS 10' ® ` GRADING PLAN FOR: TT r MBRID T.`1 AVE A i 2324 & 2326 CAMBRIDGE 13 -196 CDP A.P.N. 261 - 093 -52 -00 5' S! E NORTH AS NECESARY - -- BUILDING WALL : r a. . 180.68' _ YAR EXISTING 1' WATER • c - _MICR 1. FG SERVICE & METER /ik i g 3' WIDE Rf880N GUTTER PER rSHEET 2 OF 3 , 179.10 G DETAIL OF DECK V, THIS SHEET r �. rr, 18'K18 181.61 FGi EXISTING POWER PPOLE ",, I [9�7�' &11'179.90 PROPOSED SEWER SERVICE PER SDRSD SS -01 DISTRICT TO INSTALL 1' WATER SERVICE AND DUAL METER PER WS -09, WC -01 AT OWNERS EXPENSE END ALLEYWAY IMPROVEMENTS MATCH IMPROVEMENTS PER 11597 -G EX 8' ACP WATER PER SON WO -82 -115 I L� • W 181.62 SIDE 180.155 6W YARD 1YPE 'B' RET WALL PER SDRSD C -9 -- 20' REAR YARD * BIORETENTION ENGINEERED SOIL* LAYER SHALL BE MINIMUM 24 DEEP *SANDY LOAM' SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT: THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOORD MULCH, AND 20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. ** 314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL THE EFTEC71VE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTTON BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 6" BELOW ADJACENT FINISHED SURFACE BIORETENTION AREA DETAIL NOT TO SCALE 19 ADp ubor b" P1r, P R.A® �� 5 C IPFJ Ie•I ,,�� ✓�- '191.00 0 VC STORM OUTLET TO uAYUCor H' 04C) (186.40 BW) 6' AREA DRAIN AND AT SueF/t 6' PVC S70RM DRAIN OUTLET TO STAIRS BELOW GRADING PLAN SCALE: 1" = 10' INSTALL 4" AC OVER 6' CLASS it AB (MIN) RIGHT-OF-WAY 2% 15' INSTALL 6" PCC J RIBBON GUTTER ALLEY SECTION NOT TO SCALE 20' FRONT YARD ®S EX EDGE OF PAVEMENT X252' 6.0% 2.0 %' 19 . v 191.7 ® 190.74 .9 192.1 o o 19f.90`hS \ cn 10.5X 4.0% 0 20% 19 1. 12 FS 190,74 FS 1 X 1.0% 8 191.0 4 1 190:84 FS !ry 1 .0 %' fS 190 on Tr 0-1 188.74 FS D(A. i . 3 FS T4 TW 190.12 TW S4Z L 0 "4 :70 BW) (188.60 BW) ®Pv�r 191.20 FL 5 u RrRCE 20' LOW PT FRONT YARD 75' PROPERTY LINE VARIES 1N � 192.16 TW 191.01 BW H EX ix '- I r . a• A, 1 r •� a.r a r R.1 0 _(191.03 1C (07) 20' 20' --- 40' 1 !K N I HOLD HARMLESS FOR DRAINAGE COVENANT RECORDED 2014 AS DOCUMENT NO. 2014- 23'fsoo OF OFFFICIAL RECORD. R 13.6' 1�- -4' 4.5'- 2.5' DECOMPOSED GRANITE PATH r VARIES VARIES VARIES r VARIES 5% MAX 29 zyzvzvA CONSTRUCTION NOTES INSTALL 6' WIDE PERMEABLE f, ;ER AREA PER DETAIL THIS SHEET n2 INSTALL 5' WIDE DECOMPOSED GRANITE PATH PER LANDSCAPE ARCHITECT PLANS Q INSTALL 61WIDE X 1610EEP FLUSH (07 CURB PER DETAIL THIS SHEET ® REMOVE AND REPLACE EXISTING CONCRETE DRIVEWAY. INSTALL 6* PCC OVER 6' CLASS II AGGREGATE LASE PER GEOTECH RECOMMENDATIONS Q INSTALL STONE PAVERS PER ARCHITECT PLANS © INSTALL BIO- REIENTION BMP AREA PER DETAIL, THIS SHEET. NOT TO BE MODIFIED WITHOUT PERMIT. M REMOVE EXIS17NG RETAINING WALL. INSTALL CMU RETAINING WALL PER SDRSD C -3. GUARDRAIL PER ARCHITECTURAL PLANS BUILDING RETAINING WAIL PER ARCHITECTURAL PLANS F91 INSTALL 3' WIDE CONCRETE RIBBON GUTTER ® STEPS TO 8CEMENT PER ARCHITECTURAL PLANS INSTALL 24' SUMP AND 18' SIMPLEX PUMP BY ZOELLER (M264) OR EQUIVALENT INSTALL BUBLER OUTLET DEVICE © INSTALL TYPE 'A' RETAINING WALL PER SDRSD C -9 GRAPHIC SCALE IN FEET ENCROACHMENT MAINTENANCE AND REMOVAL COVENANT RECORDED A6ust b2_, 2014 AS DOCUMENT NO. 2014- .a2_V_Q1_1_ OF OFFFICIAL RECORD. REMOVE AND REPLACE EX AC PAVEMENT_ PCC DRIVEWAY r o EXISTING PAVEMENT 6* CLASS it BASE 6716" PCC FLUSH CURB 4' BASE COURSE LAYER AT EDGE OF PERMEABLE ----------- - - - - - -- - 112' TO 1' AGGREGATE PAVERS APPROXIMATE FILL OPENINGS IN EXISTING GRADE PERMEABLE PAVERS ORCO PAVER UNITS WITH %" AQUA -ERIC OR APPROVED EQUA! TO Y88° AGGREGATE 12" SUB BASE COURSE LAYER 2" BEDDING COURSE EHRB-AF 112" TO 3" ANGULAR ROCK LAYER 114" TO 318° AGGREGATE NOTE' PAVER INSTALLA71ON SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. PAVER SECTION 1S SHOWN FOR REFERENCE ONLY. PAVER SECTION IS REQUIRED TO MAINTAIN IMPOSED LOADS OF NOT LESS THAN 75,000 LEIS TYPICAL SECTION - CAMBRIDGE AVE FRONT, NOT TO SCALE _I 1 t I PASCO fi ^ UITE & ASSOCIATES CIVIL ENGINEERING +LAND PLANNING +LAND SURVEYING 535 North Highway 101, Ste A, Solaaa Beach, CA 92075 ph 858.259.8212 fz 858.259.4812 1 plaaengineering.2m- m ((EXP 1,41 No. RCE 75180 * . 1 5 \ TF Civil �F� \, 191.02 IS LINE OF DECK REVISIONS APPROVED ABOVE REFERENCES ARCH PLANS BUILDING ' 261-093-52-00 1. - r • :r a• r OUTLET DESIGNS BY DRAWN BY CHECKED BY THROUGH WALL �t � ,j :06 SDWLK Ag6A t4 6A eVc RMT A5-Pvllt,T i �I 1• _ I `1- r SECOND LEVEL FF = 200.18' o APN: 261-093-52-00 • HORIZONAL 1 " =10' VERTICAL _P /� . % RYA M. TAYLOR DATE R.C.E. NO. 75180 EXP. 12 -31 -15 PLANS PREPARED UNDER THE SUPERVISION OF DATE: T.6 - -/ ' -7 R.C.E. NO. 75180 RYAN M. TAYLOR EXP. 12 -31-15 l0; m GRADING PLAN FOR: TT r MBRID T.`1 AVE A i 2324 & 2326 CAMBRIDGE 13 -196 CDP A.P.N. 261 - 093 -52 -00 � 11762 --1T - -- BUILDING WALL : r a. . 180.68' _ • c - _MICR v BASEMENTFF= 181.43' /ik i rSHEET 2 OF 3 , OF DECK V, ABOVE r �. LANDING •r r 0am uAYUCor H' 04C) (186.40 BW) 6' AREA DRAIN AND AT SueF/t 6' PVC S70RM DRAIN OUTLET TO STAIRS BELOW GRADING PLAN SCALE: 1" = 10' INSTALL 4" AC OVER 6' CLASS it AB (MIN) RIGHT-OF-WAY 2% 15' INSTALL 6" PCC J RIBBON GUTTER ALLEY SECTION NOT TO SCALE 20' FRONT YARD ®S EX EDGE OF PAVEMENT X252' 6.0% 2.0 %' 19 . v 191.7 ® 190.74 .9 192.1 o o 19f.90`hS \ cn 10.5X 4.0% 0 20% 19 1. 12 FS 190,74 FS 1 X 1.0% 8 191.0 4 1 190:84 FS !ry 1 .0 %' fS 190 on Tr 0-1 188.74 FS D(A. i . 3 FS T4 TW 190.12 TW S4Z L 0 "4 :70 BW) (188.60 BW) ®Pv�r 191.20 FL 5 u RrRCE 20' LOW PT FRONT YARD 75' PROPERTY LINE VARIES 1N � 192.16 TW 191.01 BW H EX ix '- I r . a• A, 1 r •� a.r a r R.1 0 _(191.03 1C (07) 20' 20' --- 40' 1 !K N I HOLD HARMLESS FOR DRAINAGE COVENANT RECORDED 2014 AS DOCUMENT NO. 2014- 23'fsoo OF OFFFICIAL RECORD. R 13.6' 1�- -4' 4.5'- 2.5' DECOMPOSED GRANITE PATH r VARIES VARIES VARIES r VARIES 5% MAX 29 zyzvzvA CONSTRUCTION NOTES INSTALL 6' WIDE PERMEABLE f, ;ER AREA PER DETAIL THIS SHEET n2 INSTALL 5' WIDE DECOMPOSED GRANITE PATH PER LANDSCAPE ARCHITECT PLANS Q INSTALL 61WIDE X 1610EEP FLUSH (07 CURB PER DETAIL THIS SHEET ® REMOVE AND REPLACE EXISTING CONCRETE DRIVEWAY. INSTALL 6* PCC OVER 6' CLASS II AGGREGATE LASE PER GEOTECH RECOMMENDATIONS Q INSTALL STONE PAVERS PER ARCHITECT PLANS © INSTALL BIO- REIENTION BMP AREA PER DETAIL, THIS SHEET. NOT TO BE MODIFIED WITHOUT PERMIT. M REMOVE EXIS17NG RETAINING WALL. INSTALL CMU RETAINING WALL PER SDRSD C -3. GUARDRAIL PER ARCHITECTURAL PLANS BUILDING RETAINING WAIL PER ARCHITECTURAL PLANS F91 INSTALL 3' WIDE CONCRETE RIBBON GUTTER ® STEPS TO 8CEMENT PER ARCHITECTURAL PLANS INSTALL 24' SUMP AND 18' SIMPLEX PUMP BY ZOELLER (M264) OR EQUIVALENT INSTALL BUBLER OUTLET DEVICE © INSTALL TYPE 'A' RETAINING WALL PER SDRSD C -9 GRAPHIC SCALE IN FEET ENCROACHMENT MAINTENANCE AND REMOVAL COVENANT RECORDED A6ust b2_, 2014 AS DOCUMENT NO. 2014- .a2_V_Q1_1_ OF OFFFICIAL RECORD. REMOVE AND REPLACE EX AC PAVEMENT_ PCC DRIVEWAY r o EXISTING PAVEMENT 6* CLASS it BASE 6716" PCC FLUSH CURB 4' BASE COURSE LAYER AT EDGE OF PERMEABLE ----------- - - - - - -- - 112' TO 1' AGGREGATE PAVERS APPROXIMATE FILL OPENINGS IN EXISTING GRADE PERMEABLE PAVERS ORCO PAVER UNITS WITH %" AQUA -ERIC OR APPROVED EQUA! TO Y88° AGGREGATE 12" SUB BASE COURSE LAYER 2" BEDDING COURSE EHRB-AF 112" TO 3" ANGULAR ROCK LAYER 114" TO 318° AGGREGATE NOTE' PAVER INSTALLA71ON SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. PAVER SECTION 1S SHOWN FOR REFERENCE ONLY. PAVER SECTION IS REQUIRED TO MAINTAIN IMPOSED LOADS OF NOT LESS THAN 75,000 LEIS TYPICAL SECTION - CAMBRIDGE AVE FRONT, NOT TO SCALE _I 1 t I PASCO fi ^ UITE & ASSOCIATES CIVIL ENGINEERING +LAND PLANNING +LAND SURVEYING 535 North Highway 101, Ste A, Solaaa Beach, CA 92075 ph 858.259.8212 fz 858.259.4812 1 plaaengineering.2m- m ((EXP 1,41 No. RCE 75180 * . 1 5 \ TF Civil �F� MONUMENT THE CONTR CT OR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND /OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY UT LI ES ARENKNOWN T O EXIST IN THE AREA. INFORMATION SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCATION CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTA77ON BY A LICENSED LAND SURVEYOR OR OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING MATERIALS AND CONSTRUCTION. CONTRACTOR A REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER PECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY. SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR THE REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT CONTRACTOR TO COORDINATE WITH SDWD INSPECTOR FOR INSTALLATION OF PROPOSED WATER METER AT RIGHT -OF -WAY. WATER METER TO BE FIELD LOCATED WITH RESPECT TO EXISTING &PROPOSED NARDSCAPE, UTILITIES, ETC. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK .SCALE AS BUILT DESIGNS BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. RMT A5-Pvllt,T • o CITY OF ENCINITAS CONTROL POINT NO. 1042 DATUM: NAVD88 ELEV.: 16.938' HORIZONAL 1 " =10' VERTICAL _P /� . % RYA M. TAYLOR DATE R.C.E. NO. 75180 EXP. 12 -31 -15 PLANS PREPARED UNDER THE SUPERVISION OF DATE: T.6 - -/ ' -7 R.C.E. NO. 75180 RYAN M. TAYLOR EXP. 12 -31-15 REVIEWED BY. �v � /I,A j MASIH MAHER DATE: /14114 GLENN PRUIM DIRECTOR OF ENGINEERING AND PUBLI RKS DATE: ' / GRADING PLAN FOR: TT r MBRID T.`1 AVE A i 2324 & 2326 CAMBRIDGE 13 -196 CDP A.P.N. 261 - 093 -52 -00 � 11762 --1T - -- rSHEET 2 OF 3 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 3. 3 LBS PER ACRE OF E SCHOOL CIA CAUFORNICA 4. 4 LBS PER ACRE OF ACHILLEA MILLEFQLIA 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) 6. 112 LB PER ACRE OF DIMORPHOLECA 7. ITEMS C, DE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM E17HER 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 CER77FICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSE£D 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 15% 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. ADJUS77NG 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. ASCO UET U & 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 Fti c� t m Ld * No. RCE 751 80 EX 12-31-15 civil � OF CAL SILT FENCE PER DETAIL THIS SHEET 1014 I COARSE AGGREGATE /- FILTER / FABRIC 1.1' MIN., UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION A -A CONTRACTOR TO MODIRY CONSRUC71ON ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE DITCH A f- Zn WIDTH AS REQUIRED uj TO ACCOMODATE ANTICIPATED TRAFFIC .4 Q A 19' RADIUS 20' MIN MIN' C INSTRUMM ENTRANCE DETAIL NOT TO SCALE ORIGINAL GRADE Est ,21g ... E130801 CONTROL PLAN SCALE. 1" = 10' RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY GRAVEL BAG DETAIL NOT TO SCALE TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED ADJACENT PROPERTY DISTURBANCE NOTE ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND 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 THE REQUIRED PERMISSION IS OBTAINED. ADDITIONAL NOTES 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 CONSIRLCI70N ENTRANCE PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE PER DETAIL THIS SHEET FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE 2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM W RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF ROOF DRAIN, DRIVEWAY, AND STREET. J. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE Q SINGLE- FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES. 2006 -27. m GRAVEL BAG BERM PER DETAIL THIS SHEET, TYP x ti 4 i #_�NP6L. 10 5 0 10 20 30 GRAPHIC SCALE IN FEET 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE UNE OF POSTS. J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. L11 Z STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC WIRE _ SILT FENCE DETAIL NOT TO SCALE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DESIGNED BY DRRMT BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 1TY of ENCINITAS CONTROL POINT No. 1042 DATUM: NAVD88 ELEV.: 16.938' HORIZONAL 1"=10' VERTICAL N A — �� 5 PLANS PREPARED UNDER THE SUPERVISION OF DATE. 8 - B/- ° 7- - R.C.E. NO. 75180 RYAN M. TAYLOR EXP. 12 -31 -15 REVIEWED BY. Qd A A MASIH MAHER GLENN PRUIM DIRECTOR OF ENGINEERING AND PUBLIC R�cS DATE: wLl4/ 14 DATE: T /Y EROSION CONTROL PLAN FOR: 2324 & 2326 CAMBRIDGE AVE 13 -196 COP A.P.N. 261 - 093 -52 -00 11962-G RYA M. TAYLOR DATE R.C.E. NO. 75180 EXP. 12 -31 -15 1 SHEET 3 OF