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2012-11175 G (Plans)A. GENERAL 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 PRELIMINARY GEOTECHNICAL INVESTIGATION, PROPOSED RESIDENCE AT 1926 CAMBRIDGE AVENUE, CARDIFF, CA, PREPARED BY COAST GEOTECHNICAL CONSULTING ENGINEERS AND GEOLOGISTS, DATED AUGUST 6, 2007 AND UPDATED GEOTECHNICAL REPORT PREPARED BY ENGINEERING DESIGN GROUP, DATED APRIL 9, 2012, SHALL BE CONSIDERED AS A PART OF GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN THE STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF SITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYER 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 OPERATIONS WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 PM AND 7:30 AM NOR ON SATURDAYS, SUNDAYS, AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR, AND PERMITEE THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760)633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM 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 CERTIFICATE SHALL BE PROVIDED STATING: 'THE GRADING UNDER PERMIT No. 11175 -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. B. NOTIFICATIONS L 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 TO PROTECT 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 UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. A. SEWER - CARDIFF SANITATION DISTRICT (760) 633 -2780 B. GAS & ELECTRIC - (SDG &E) (800) 422 -4133 C. WATER - (SAN DIEGUITO WATER DISTRICT) (760) 633 -2709 D. TELEPHONE - (ATT) (800) 222 -0300 E CABLE TV - (DIMENSION CABLE) (800) 422 -4133 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. 12 GRADING 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVED 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. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISH WORK ON SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 INCHES AND COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, COMPACT THE FILL IN STRICT ACCORDANCE WITH THE SPECIFICATIONS. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTER 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. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIALS SHALL BE COLLECTED, PILLED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE 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. D. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KENT JOHNS AT PHONE No. (619) 607 -3531, 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 DEVICES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEER 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 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 WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. 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 A 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 B REMOVED ( ) E AFTER EACH RAINFALL. 10. SHOULD GERMINATION OF HYDRO- SEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. E. HYDRO -SEED 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1(HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. B. 5 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. a. 20 LBS. PER ACRE OF ROSE CLOVER b. 20 LBS. PER ACRE OF ZORRO FESCUE c. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA d. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 112 LB. PER ACRE OF DIMORPHOLECA g. ITEMS c, d, e, 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. h. ITEM 'a' OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN NOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. 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, 15% ULPHUR APPLIED AT THE RATE OF 500 LBS. 16 -20 -0, WITH 15 PER ACRE. 4. AREAS TO BE HYDRO- SEEDED SHALL BE PREPARED PRIOR TO HYDRO - SEEDING BY. A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF. a. TRACK WALKING SLOPES STEEPER THAN 6:1. b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "a" ABOVE B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY. a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. PLANNING AND BUILDING DEPARTMENT SAN DIEGUITO WATER DISTRICT REVIEWED BY: REVIEWED BY: CALL TOLL FREE _ U( 1- 800422 -4133 d� - c� ��e S- ZLI.IL 'f_z4It DATE: DATE: ERIN RIST I SIGNATURE EXPIRES 2 YEARS AFTER DATE RCE: 65122 REVISIONS APPROVED DATE REMARKS DATE BENCH MARK 5�6UIL'C'S -- •`!�•A1°,• ER ROS 18416 PT. NO. 1047 NAME: TAMPING:STA 11 -DC 1993 MONUMEN D. 3.5 "CALIFORNIA DEPARTMENT OF T LUMINUM DISC IN THE SIDEWALK OVE :AST END OF THE NORTHEAST ABUTMI ACKINNON AVE BRIDGE OVER INTERS ON. LOC. SEE ABOVE. FOR LBM SEE ELFV. 231.691 FEET neTI u, 5. HYDRO- SEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDRO- SEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES 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 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 GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL 1. 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. 2. NO EXCAVATION AND GRADING AC77VI77ES ARE ALLOWED DURING WET WEATHER. 3. 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. 4. 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. 5. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE STRUCTION 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. 6. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. 7 WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SIIE CONSTRUCTION MATERIAL STORAGE 1. 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. 2. 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 FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILD77ON MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. IBAldtd� CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE 7R4INED 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 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERTY 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. 2. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS 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. 3. 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 HOTL►NE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. 4. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SAE. 5. 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. 6. 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. BENCH MARK MONUMENT LOCATION• THE MONUMENT IS LOCATED ON THE SOUTH EAST SIDE OF MACKINNON AVENUE OVER THE NORTHEAST ABUTMENT FOR THE BRIDGE OVER INTERSTATE HIGHWAY 5, IN THE CENTER OF SIDEWALK. TEMPORARY BENCH MAO&TBM); JZW SET FOR STAKING PURPOSES, THE TOP OF IRON PIPE LOCATED AT CENTERLINE INTERSECTION OF CAMBRIDGE AVE AND STAFFORD AVE AS SHOWN HEREON (VICINITY MAP). ELEV. 172.0 FEET WOK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. THIS SET OF PLANS 2. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) AND THE SAN DIEGO SPECIAL PROVISIONS. 3. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF ENCINITAS STANDARDS. 4. THE SDW STANDARDS AND SPECIFICATIONS FOR WATER. 5. SOILS REPORT PREPARED BY ENGINEERING DESIGN GROUP, DATED NOVEMBER 25, 2003. NOTE: WORK AUTHORIZED BY THESE PLANS LIMITED TO GRADING AND STDRM DRAIN ONLY S.D.R.S.D. - SAN DIEGO REGIONAL STD_ nRAWIMG• IUIIFCS nTi4mwizr unrcn ITEM NO. DESCRIPTION SD.RS.D. SYMBOL QUANTAL' Q1 4" DA AREA DRAIN TIP NDS OR EQUIV. ® 23 EA 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS !G PIPE SDR 35 == s=== = =___= 60 LF Q3 4" BACKDRAIN PERFOR. SDR 35 PERFORATED - - -- 200 LF ® -w-1-112-12- 4 CLAASCS PAVING OVER 6 DET 31 SHT 2 ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PERFORMED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF 320 SF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACYOF THE PLANS OR FORCE LINE SDR 35 = _____= 20 LF 6 PRIVATE PUMP AREA SEC. A -A /SHT 3 - 1 EA 7 CONCRETE DET 3/ SHT 2 ° < ° 75 SF 8 yyyyyyySWALE AVIN §TONES PER UFA� LIRE L L L L L 4 SF 9 CMU RETAINING WALL -3, 5-4- 85 SF (W-6" CONCRETE WALKWAY 240 SF 1 1 WATER SERVICE W UAL PER SDWD -09, -W -W-0 1 EA 1 4" SEWER LAT. W /C.O. 4" ABS -S -S �S 1 EA 1 DRIVEWAY TC -1, DET. E2 1SHT.3 180 SF 1 GRAVEL BAGS SC- 6 1SC -8, E1 /SHT 3 <mxmxmxD 50 EA NOTE: LIANT Q (TIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL CONFIRM ALL QUANTITIES FOR BIDDING PURPOSES ONLY. PROJECT DATA PROJECT OWNER: DDK CAMBRIDGE AVENUE VENTURES P.O. BOX 7171 RANCHO SANTA FE, CA 92067 CONTACT MIKE LLOYD CELL PHONE NO. 760.403.5297 PROJECT A.P.N. 260- 363 -31 PROJECT ADDRESS: 1926 CAMBRIDGE AVE CARDIFF BY THE SEA, CA 92007 PROJECT SOILS ENGINEERING DESIGN GROUP & CIVIL ENGINEER: 2121 MONTIEL ROAD SAN MARCOS, CALIFORNIA 92069 (760) 839 -7302 PHONE (760) 480 -7477 FAX SOILS ENGINEER'S CER71FICATE 1, ERIN RIST, A REGISTERED PROFESSIONAL GEOLOGIST IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION IN APRIL, 2012. ONE COMPLETE COPY OF THE SOILS REPORT Cr:4PLLED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTL.; 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 HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: 0� QgOF ESS ERIN /ONq IST \ ��� \N E Rim R.C.E. NO. : 65122 4 EXP. DATE. 9/30/2013 ENGINEERING DESIGN GROUP 2121 MONTIEL ROAD SAN MARCOS CA 92069 No. 65122 Exp, 09/30/2013 SAN DIEGUITO WATER DISTRICT NOTES (760) 839 -7302 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD TITLE SHEET & NOTES SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). CUT 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS IMPERVIOUS SURFACE: TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. STATEMENT OF ENGINEER OF WORK 3. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER DISTRICT. FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PERFORMED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT SAN DIEGUTTO WATER DISTRICT ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACYOF THE PLANS OR STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT DESIGN, AND IT IS THEREFORE DOES NOT RELIEVE THE ENGINEER OF STANDARDS AT THE OWNER'S EXPENSE. RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE 6. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM GAS AND ELECTRIC VAULTS. PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM NEGLIGENT ACTS, 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. ERRORS, OR OMISSIONS OF THE ENGINEER AND } S /HER AGENTS OR WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THE NO -LEAD BRASS BE USED IN THE EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMEND BY THE ENGINEER. CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH ERIN RIST CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. ENGINEERING DESIGN GROUP ---- -� EARTHWORK 50 CY + 400 CY 1 TITLE SHEET & NOTES 2 CUT OF BASEMENT EXCAV. IMPERVIOUS SURFACE: 1520 SF FILL 5 CY AREA OF GRADING: 1150 SF EXPORT 445 CY AVG. DEPTH OF FILL: 0.5 FT IMPORT 0 CY AVG. DEPTH OF CUT, 1.0 FT REMOVAL & 0 CY MAX. DEPTH OF FILL: 0.8 FT RECOMPACTION MAX. DEPTH OF CUT. 10.0 FT INCLUDING BASEMENT EXCAVATION VICINITY MAP NOT TO SCALE THOMAS GUIDE. 1167 D3 5 -UUILI ENCINITAS FIRE DEPARTMENT PUBLIC WORKS DEPARTMENT PARKS AND RECREATION WORKS DEPARTMENT LEGAL DESCRIPTION REVIEWED BY: REVIEWED BY: REVIEWS LOT 21 IN BLOCK 47 OF CARDIFF "A" IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, 9/30/201$ 1-61-14 �� S Z (Z ACCORDING TO MAP THEREOF N0. 1334 FILED IN THE -ly OFFICE OF THE COUNTY RECORDER OF SAN DIEGO EXP. DATE DATE: 5I��112 DATE: DATE: DATE: COUNTY MAY 12, 1911. SCALE DES19NED T 11DC ER RV I ER APPROVALS )ESCRIPTION: PLANS PREP D UNDER SUPERVISION OF REVIEWED THEORTATIO NOTED 1 VERTICAL OF THE J 9 -30 -13 �22 /Q BY: HIGHWAY 5. HORIZONTAL NOTED ERIN RIST EXP. DATE: DATE: MASIH MAHER C42519 GREG LDS ]IS SHEET DEPUV CITY ENGINEER NAVD88 RCE: 65122 U DATE: S131112- DATE A • 2ot'L : S ' 2121 MONTIEL ROAD SAN MARCOS, CA 92069 (760) 839 -7302 < go .\< R.C.E. NO.: 65127 DATE. t& Z h/2 EXP. DATE. 913012013 OWNER'S CERTIFICATE E. R r No. 65122 Exp. 09/30/2013 IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. v_ c 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 OF THE COMPACTION qLD STABILITY OF TfSITE. -% VAVL MILLCR - rrvraluclvi PHONE NO. (760) 822 -1755 DDK CAMBRIDGE AVENUE VENTURES PO BOX 7171, RANCHO SANTA FE, CA 92067 ENCINITAS, CA 92024 SHEET INDEX HT NO. DESCRIPTION 1 TITLE SHEET & NOTES 2 GRADING PLAN 3 EROSION CONTROL PLAN CITY OF ENCINITAS TITLE SHEET AND NOTES P�J rn ¢NNV �rnol� wU I¢ rnd or ¢ cow NQ 4 z � C LLJ (^ W z ENGINEERING DEPARTMENT DRAWING NO. (j U 1926 CAMBRIDGE AVE W a CARDIFF BY THE SEA, CA 92007 11175 -G WORK PROJECT NO. 12- 003CDP APN: 260 - 363 -31 SHEET 1 of 3 DATE: 05 -01 -2012 i /J .. 6" CONC, CURB AS NECESSARY PER `� ?', FIELD CONDITION. WHERE GRADES LANDSCAPE AREA NOT TO mac' DIFFERENTIALS ARE GREATER THAN 60, BE MODIFIED WITHOUT PROPOSED DRIVEWAY 11 _ 15.0 GRAVITY RETAINING \L (E) IMPROVEMENTS ° 'a APPROVAL OF PITY PAVING STONES i. CONSTRUCT GRAVITY RETAINING WALL -' WALL PER SDRSD C -9 i i • PER SDRSD C- TYPE "A" WITH Lt' - 1 " WATER SER E 4YITH (PLANTER/ RET " PLANNING NOTEPATHISSHEET DUAL METER PEI? SDINO � TYPE "A" WITH WALL WALLS, STAIRS) TO THICKNES �� ; ( SE / DAU STANDARD TW =155.5 TW =156.b THICKNESS 12" BE REMOVED ` :; ° 2 " WALL Y t. - _ - `° *SEE - _._ 1 � SD - ON '._,..,, FOR DRAIN PRII(ATE PUMP 3 4 R 35 PERF. ��� ,,�• at w. 54.35 IN AC WATER LINE P � 171' OF ENCINlTAS I MAP 7 r IK L r�r v� FSr15 WO -61 -43 I I 1 ° 'ti. 0 ; o v FS 15 .4 ° ° v . /`y6• j'. ° - ` 13: 4 L� I- i i E < 1% °2 \ <. v 1% <- ° v1% ° N NP.'' - - ,� 8 V.C.P. SEWER M� � - - - _ _ L COUNTY OF SAN Dt GO �,, xxxxxxxx ` - - - I- I- R AR S IMPROV. PLANS. ENG/NEE / W.O. 7s -2904 sHE s I- .° �i �� I G.. •,i 20.0' R.O.W. Q �� �� i LLL� Q �18 OF 24 ":� ' � �i _ � � i ' ,,�.. �..0 \. � 20.0 R.O.W. � _ _ _ I � I _ ,N�' / rm 8, ALLEY WIDENING ° �, NDSCAPE AREA - PERMANENT o L r i } y�', L x. FP �A PER THIS PLAN. 4" i3 -.. L- Fr PS��� �..rr �4 MIN AC PAVING OVER �',_� I lie , _ W BMP (BLUE FESCUE). SEE NOTE sio l?", 6" CLASS ti BASE I A 5X - $ - 5% I PROPOSED TWO-STORY N0. 2 SHEET 2 �pFpL `�F�P w' I 1ST FLOOR FF =157.1 FJ i` A RESIDENCE WITH BASEMENT ° �• (E AC PAVING TO �E Z L L BASEMENT FF =146.9 (° 6 gNor 'REMOV €D. NEW 4" • c 1ST FLOOR FF =156.1 °c'� �� w j MIN, AC PAVING OVER _ e p FPiy CLASS rl BASE I � <� � � � -� ' ;- - - \ � �-� FF_ 146• t o • a � I� � °, nc, ? 3 Fr wnoE cowc. f �� APN #. 260 - 363 -3I Syc p° ( I� . - 179 �. % �- - SWALE AT CENTERLINE / S/ L L _ _ _ _ _ OF ALLEY PER DEVIL / � - - - - - - - - - - - CE AND 3 SHEET Q - - - - - -- / I S' i = : - : , "i i . 5.6 ° 3` .. i1w 1 - - - - y RED ENCROACHMENT n - - = - - - -,. - - - g ENCROACHMENT 'PERMIT N0. 11175 -G i R!1 �...:.. �.� w c3 TOP ii PER DOC. NEW AC BE �_..,4 �v -.. - - - -- -B -B- .;;;, I„ 7-- _- -1 _ E -B -B e - E E E >1 . - F E SLOPE ' g r r,� !. '. RECORDED B f f _....w c, _._......,.., ... . � �,. � _ __.�...�iY� ss�22 - -- �99:ga r.; Mfr rr rr�lr 11r �c _. n m �. f l f LANDSCAPE AREA - PERMANE „ - ?, c, TOP OF a a _, > cr . �� c'r p �� m 4 DIA SDR -35 DRAIN _., w I rr 1 v` N BMP (BLUE FESCU E u c' o i' t v' r, it v. (E) SLOPE o o i° v `� it :P PIPE ® 2% MIN FLOW NDSCAPE AREA (BLUE N0. 2 /SH �` rn CORRUGATED STEEL I WINDOW WELL 7YP. PER �, FESCUE NOT TO BE PROPOSED PERMEABLE PROPOSED NEW AC PAVING A7 4" ABS SEWER /y�Nps MAINTENANCE AND 0 MANUFACTURER •,SPECS , M WITH I FEATHER TO MATCH R VAL COVENANT APPROVAL OF OCI17Y PAVERS AND CONC. THE STREET. , SAWCU7> {E) AC 70 F NEW LANDSCAPE KEYSTONE / ..� PLANNING DEPARTMENT. FLUSH CURBS A7 ESTABLISH CLEAN EDGE, NEW AC (E) DIRT ALL SEWER CLEANOUT I ENCROACHMENT PERMIT NO. 11175 -G RETAINING WALL < 4 FT TOTAL / .' R.O.W. PER DETAIL 2 TO MATCH (E) STREET SECTION SEE NOTE 2/ THIS SHEETI /THIS SHEET PER HEIGHT, < 3 FT EXPOSED, NO =- �° 1 RECORDED I PERMIT REQUIERED. *SDWD NOTE: I ABBREVIATIONS 1. SAN DIEGUITO WATER DISTRICT TO INSTAI _ NEW 1 " WATER SERVICE AND DUAL GRADING PLAN LEGEND WATER METER: 314" DOMESTIC AND 1" FIRE SPRINKLERS, AT OWNER'S EXPENSE. FF FINISHED FLOOR ELEVATION PROPERTY BOUNDARY 12 X12 x9" CATCH BASIN FP FINISHED PAD ELEVATION NOTES: PROPOSED BERM (E) STRUCTURE 5 0 5 10 15 N59'22 36� ® FL FLOW LINE I� (� TO BE REMOVED - - - - SETBACKS ® 4" AREA DRAIN, NDS BOX IE INVERT ELEVATION LIGHT WELL PER FF =157.1 SCALE 1" = 5 FT EQUIV. TW TOP OF WALL 1. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS ARCHITECTURAL PLANS FIRST FLOOR - - EASEMENT BIN BOTTOM OF WALL PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT FF= 156.10 4 IN. SDR -35 DRAIN PIPE IF TOP OF FTG /LEVELING PAD OF ANY PROPOSED WORK OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR, A -Z - - - - - -- 2% 7 ��� APPROX. E GRADE - ��ELEV. O ': EXISTING CONTOUR - - - - - - - 4 IN. SDR -35 PERFORATED PIPE � FINISHED SURFACE WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE (E) SLOPE I n WALL BACK DRAIN FIG FINISHED GRADE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY i NEw 6" CURB AS NECESSARY PER FIELD CONSTRU:,TION LEGEND 152 -� PROPOSED CONTOUR TO TOP OF GRATE DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY 10 �� CONDITION. WHERE GRADES DIFFERENTIALS °a ° CONCRETE PAVING (E) EXISTING AUTHORIZED IN WRITING AND SUBMITTED To THE CITY IS GROUNDS FOR A STOP -WORK /F < FLOWLINE & FLOW (E) BLDG / I1 ARE GREATER THAN 6" CONSTRUCT O CL CENTERLINE 1 4" DIA AREA DRAIN, NDS OR EQUIV. DIRECTION TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. i I GRAVITY RET. WALL PER SDRSD C -9 TYPE PL PROPERTY LINE 2. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL ROOF "A" WITH WALL THICKNESS 12" O 4" SDR -35 DRAIN PIPE 2% MIN SLOPE (E) SLOPE I- L_ L_ L- L_ L PERMEABt PAVING STONES T.O.R. TOP OF RAILING / JOINTS 114 TO 112 INCH DRAINS SHALL DISCHARGE ONTO THE STREET AND OR INTO THE PUBLIC STORM DRAIN \ I - SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER PO ► mON FLATWORK, IMPERVIOUS % 2% - TEMPORARY SHORING/ EXCAVATION LINE CONTROL SHALL NOT BE MODIFlED WITHOUT APPROVALOF THE C11Y PLANNING \ -- BASEMENT - 3 4" SDR -35 PERFORATED PIPE WALL BACK DRAIN (E) WATER LINE :: •... ., - .; -. >.;.:; " SURFACE PROVIDED AS ADJACENT PROPERTY OWNER LETTER OF ;.. PROPOSED 4 AC PAVING BARRIER FOR SURFACE FLOW \ FF -146.9 PERMISSION TO GRADE DATED APRIL 30, " " - - (E) SEWER LINE ? OVER 6" CLASS fl BASF ® NEW 4 AC PAVING OVER 6 CLASS 11 BASE W _� 1 WATER SERVICE WITH DUAL RIGHT OF WAY NOTE TO GRAVEL BACKFILL AND \ 4 I 2012, SIGNED BY NORMAN R. WILLIS " BACK BRAIN SYSTEM. v I 5 1 -1/2" FORCE LINE SDR -35 METER PER WS -09 WC_ 17 LANDSCAPE AREA- PERMANENT BMP SURFACE AREA DRAIN \ - 4' -0" MAX EXCAVATION O SEE SDWD NOTE/ THIS SHEET SEE NOTE 21 THIS SHEEP OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPT AT LEAST SYSTEM PER THIS WALL RICK DRAIN PER �^ PER OSHA © PRIVATE AREA/ WALL BACK DRAIN SUMP PUMP 'TEEL ", 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL PLAN SOILS ENGINEER 1/2 HP, 2700 GPH 15 FT HEAD OR EQUAL. s PROP. SEWER LATERAL WITH k.. I SEWER CLEANOU7 ���- ��� (E) RETAINING / LANDSCAPE RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS GRAVEL FILLED. FILTER RECOMMENDA77ON SEE SECTION A -A/ SHEET 3 WALL \ THE RESPONSIBILITY OF THE OWNER 70 KNOW THE LOCATION OF THE PROPERTY LINES. FABRIC WRAP REQUIRED O 3' -0" CONCRETE SWALE PER DETAIL 31 THIS SHEET T=r NEW LANDSCAPE KEYSTONE WHERE GRAVEL FILL RETAINING WALL (E) BLDG LIMITS UTILITY NOTE ENGAGES SOIL AS A SURCHARGE ® PERMEABLE PAWNGSTONES PER MANUFACTURER'S BARRIER LINE SECTION B -8 SPECIFICATIONS (I.E. "ORCO" PAVINGSTONES) ® NEW 6" CONCRETE CURB NEW BLDG RETAINING WALL EXCAVATION TO BE MADE O LANDSCAPE KEYSTONE RETAINING WALL < 4 FT TOTAL FS= 146.7 PER FIELD CONDITION PER BUILDING PERMIT ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. SCALE: 1 " =5' -0" HEIGHT, < 3 FT EXPOSED, NO PERMIT REQUIERED PROP. SPOT ELEVATION Q ROOF DRAIN DRAINAGE NOTE PER OSHA L ALTERNATIVE -1 (E) SPOT ELEVATION SLOPING PLAN PROVIDED 10 6" THICK CONCRETE WALKWAY v...'. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. AS NECESSARY AD -1 PRIVATE DRAIN PUMP 1 " WATER SERVICE WITH DUAL METER PER SDWD EDGE OF PAVEMENT PER SECTION A -A/ SHT 3 WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FT AT 2 PERCENT 1 STANDARDS WS -09, WC -17 g - EARTHEN BERM AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. 12 NEW 4" ABS SEWER LATERAL WITH SEWER CLEANOUT = _ _ - ��/2" FORCE LINE SDR -35 FIRE DEPARTMENT NO I E a NEW 6" GONG. CURB/ GRAVITY RET. WALL PAVING STONES SHALL BE ABLE TO SUPPORT THE IMPOSED LOADS OF FIRE APPARATUS m - PERMEABLE PAVERS (I.E. ORCO) PER SDRSD C -9 TYPE "A" NOT LESS THAN 75,000 LBS. WITH Ya -1/2" WIDE JOINTS LANDSCAPE NOTES: 2' -0" (E) EDGE OF 1. LANDSCAPE DESIGN, INSTALLATION AND MAINTENANCE SHALL COMPLY WITH CITY OF ENCINITAS PAVEMENT PROM EARTHEN BERMS TO BE MUNICIPAL CODE CHAPTER 23.26 "WATER EFFICIENT LANDSCAPE REGULATIONS ORD. 2010 -05 PROVIDED AT ALL FILL SLOPES � � ( )• 7 112" THICK PCC SUBSEQUENT TO COMPLETION & PL 2. USE WATER EFFICIENTLY TO REDUCE WATER USE FOR LANDSCAPING TO THE LOWEST PRACTICAL 2% 3, -Q„ OVER 6" CLASS 11 BASE PRIOR TO ROUGH GRADING I AMOUNT. APPROVAL. I 3. MAXIMUM APPLIED WATER ALLOWANCE (MAWA) IN GALLONS PER YEAR PER SECTION 23.26.130. SLOPE PER R PLAN I m MAWA = (ETo)(0.62)[0.7xLA + 0.3XSLA] _ (42.9)(0.62)[0.7x245 + 0.3x0] = 4562 GALLONS PER YEAR PLAN SLOPE 5' -0 MIN 0' 0 ETo = 42.9 INCHES PER YEAR < " " a a LA = 245 SO FT MCI a (^ SLA - 0 (N /A) � ` FF ELEV 2% SLOPE 4. THE IRRIGATION SYSTEM SHALL PROVIDE FOR THE INSTALLATION OF A MANUAL SHUTOFF VALVE AS Jc CLOSE AS POSSIBLE TO THE WATER WATER SUPPLY. z 6`X160 PCC 2" OF 1/4" - 3/8" ROCK FLUSH CURB /�� �� " /�� V I 5. LANDSCAPE DESIGN SHALL AVOID USE OF LANDSCAPING WITH KNOWN SURFACE ROOT PROBLEMS �c NEW „ " 6 OF 1/2 - 3/4 OF OVER 6 CLASS 1NBASE / /�\ /� /�� \j \� \j \� \j \�\ � \ / / /// OVER 6" CLASS�IINBASE AGENT / / / /� �� / / \ /// /��� 2:1 SLOPE TO CONTROL SURFACE ROOTS. FLUSH PROVIDE ROOT CONTROL BARRIERS OR OTHER APPROPRIATE DEVICES pROFESSI° 6 X16 PCC FOR LEVELING, ASTM 8 ro " " " „ FLUSH CURB / / 6. USE EFFICIENT IRRIGATION SYSTEMS AND LANDSCAPE DESIGN ° E. ' F CRUSHED ROCK, ASTM # 57 PAD ELEV 0,5' MIN �\ a. DRIP IRRIGATION SHALL BE UTILIZED IN LIEU OF SPRINKLERS. ; N SUBGRADE SHALL BE COMPACTED 6. IRRIGATION DEVICES WILL UTILIZE A RAIN SHUTOFF VALVES TO PREVENT IRRIGATION DURING W TYPICAL DESIGN SECTION TO 95% MIN. RELA77VE I AND JUST FOLLOWING A RAIN EVENT. I I No. 65122 A r COMPACTION IN THE UPPER 1 FL I c. IRRIGATION WILL BE MINIMIZED TO JUST MAINTAIN PLANT GROWTH. Exp. os /a /Ma PERMEABLE PAVING R 0. W. SECTION CONCRETE SWALE d. SHUTOFF VALVES TRIGGERED RI PRESSURE DROP TO CONTROL THE LOSS OF WATER IN R. EARTHEN BERM THE EVENT OF A BROKEN SPRINKLER WILL BE UTILIZED. s P NOT TO SCALE 2 3 NOT TO SCALE 7. DRIVEWAYS AND WALKWAYS SHALL BE SWEPT AND NOT WASHED WITH WATER. rgrF c, v i o LL NOT TO SCALE 8. DROUGHT TOLERANT PLANTINGS SHALL BE STRONGLY CONSIDERED. °` °^ F LL 9. LAWN AREAS SHALL BE MINIMIZED. Z APPROVED DATE REMARKS DATE BENCH MARK SCALE ER RV ER APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. (; ER ROS 1;416 PT. 1047 N CART 11 DC TAMPING:STA 11 -DC 1993 PLANS PREPARE UNDER SUPERVISION OF REVIEWED GRADING PLAN FOR D. 3.5 CALIFORNIA DEPARTMENT OF TRANSPORTATIO VERTICAL NOTED a „ / 1926 CAMBRIDGE AVE LL LUMINUM DISC IN THE SIDEWALK OVER THE SOUTH BY: �- 11175- G ST END OF THE NORTHEAST ABUTMENT OF THE �• 9 -30 -13 5-10,? /Q CARDIFF BY THE SEA, CA 92007 ACKINNON AVE BRIDGE OVER INTERST. HIGHWAY 5. NOTED MASIH MAHER C42519 REG IEL S ON. LOC. SEE ABOVE. FOR TBM SEE THIS SHEET HORIZONTAI ERIN RIST EXP. DATE: DATE: DEPU CITY ENGINEER WORK PROJECT NO. 12- 003CDP RCE: 65122 S /3� / I Zs DATE: ELEV. 237.691 FEET DATUM: NAVD88 DATE: 5031•Zp \2 APN: 260 - 363 -31 14933 -5 SHEET 2 OF 3 DATE: 05 -01 -2012 0 N 8 x FE w R � R IPROP. DRIVEWAY PAVING STONES- ALLEY PERMEABLE ! (E) GRADE SsA I 1\ 20% _ 11 NEW CONCRETE (E) PAVING SWALE PER DET NEW 4" AC PAVING 1 31 SHT 2. 7 OVER 6" CLASS 11 I SEWER CLEANOUT. 112" PCC OVER BASE LOCATION PER PLAN 6" CLASS II BASE -IE =144.8 NQM FIELD VERIFY PROPOSED 4" ABS PRIOR CONSTRUCTION SEWER LATERAL WITH (E) 8" SEWER MAIN GRAVITY FLOW AT 2 %. LOCATION PER PLAN I I I SECTION a 1. 314" ROCK IN BURLAP TYPE BAGS. 2. BURY FIRST BAG ONE HALF BAG DEPTH. 3. PLACE BAGS TWO HIGH. 4. OFFSET BAGS. ;�_ •�� =•iiir _::_.. •:: =•ii2� _ •.• iii PLAN GRAVEL BAG DETAIL NOT TO SCALE L REVISIONS I APPROVED I DATE REMARKS DATE RUMBLE RACKS - CORRUGATED STEEL z PANELS 1. SET POSTS AND EXCAVATE A 4 x 4 IN (10 BY 10 CM) CONSTRUCTION LEGEND —EC " EROSION CONTROL PLAN T,c TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. ° Q cRavEt ACS (sC-- 6 1SC -8) REFERENCE: CASQA* TC -1 DET. El SHT.3 # PROFILE 11/2" CRUSHED ROCK -�j 5 o s o s O STABILIZED ((C�ONSTRUCTION CALIFORNIA STORMWATER QUALITY / " ENTRANCE T. E2/SHT.3 1) ASSOCIATION - CALIFORNIA STORMWATER / / BMP HANDBOOK; CONSTRUCTION PUBLIC RIGHT - SCALE i = 5 FT FENCE PER PLAN -OF -WAY �� @ DIET E31SHT (3C -1) PER x 4 TRENCH (10 CM) CROSS -REF CALTRANS CONSTRUCTION EXISTING BEST MANAGEMENT PRACTICES GROUND 2. ATTACH THE FILTER FABRIC 3. BACKFILL AND COMPACT THE AND EXTEND IT INTO THE TRENCH EXCAVATED so1L. EROSION CONTROL LEGEND 7 777 r io ? PROVIDE APPROPRIATE TRANSITION BTWN I I I FILTER FABRIC GRAVEL BAGS (SC -6 & o o STABILIZED CONSTRUCTION I I' SC -8) P7R DET E1 1SHT 3 o ENTRANCE AND PUBLIC RUMBLE RACKS - RIGHT OF WAY N a CORRUGATED STEEL PANELS yf ! �� I I 11 I (— QRpFESS /p 1 t' -� LL STABILIZED CONSTRUCTION Pin �j� — I I y�e��r1 E. R��y� C ,, ENTRANCE (TC -1) PER DET E2 1SHT 3 0 It Z 1 STABILIZED I I No 65122 p SILT FENCE (SC -1) PER DET z CONSTR. ENTRANCE E2 NOT TO SCALE BENCH MARK SCALE !OS 18416 PT. NO. 1047 NAME: CADT 1 1D ING:STA 11 -DC 1993 MONUMENT DESCRIPTION NOTED 5 "CALIFORNIA DEPARTMENT OF TRANSPORTATIO VERTICAL VUM DISC IN THE SIDEWALK OVER THE SOUTH END OF THE NORTHEAST ABUTMENT OF THE NOTED NNON AVE BRIDGE OVER INTERST. HIGHWAY 5. HORIZONTAL LOC. SEE ABOVE. FOR TBM SEE THIS SHEET SILT FE NOT TO SCALE DESIGNED ER­ PLANS ERIN RIST RCE: 65122 Exp, 09/30/2013❑ E3 1SHT 3 IX E3 CROSS -REF CALTRANS CONSTRUCT ,'V BEST W C L s W e 0F v i L p�� e MANAGEMENT PRACTICES W z CF CALF Z KED BY: RV ER APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 0 V, UNDER SUPERVISION OF REVIEWED SECTION AND EROSION CONTROL PLAN Z LL 1926 CAMBRIDGE AVE W C 9 -30 -13 51e,0110, BY: CARDIFF BY THE SEA, CA 92007 11175-G MASIH MAHER C42519 EG LDS EXP. DATE: DATE: DEPU TY ENGINEER WORK PROJECT NO. 12- 003CDP DATE: 531 /l2 DATE: Jr �t•2c12 I APN: 260 - 363 -31 sHEET 3 of 3 DATE: 05 -01 -2012 r I 6" CONC CURB AS NECESSARY PER I LANDSCAPE AREA N07 70 I 20.0' TOP OF RAILING =158.5 FIELD CONDITION. WHERE GRADES PROPOSED TWO -STORY FIRST FLOOR FIRST FLOOR FF= 156.10ii RESIDENCE FF= 157.06 - hh (E) GRADE CAMBRIDGE AVE APPROVAL OF 'CITY I hp`s 'I� '� GRAVITY RETAINING r-- - - - -- ---- ---- ------ - -' � iii 7.0 PLANNING DEPARTMENT PAVING WALL PER SDRSD C -9 "A" K 2X o 2% . I PER SDRSD C -9 TYPE "A" WITH WALL I NOTE IS SHE E7 SEEN 2/ THIS I TYPE WITH WALL FLUSH CURB (E) 8" SEWER THICKNES 12" PRP PERMEABLE MAIN THICKNESS 12" PAVERS. e 1 h LANDSCAPE AREA, BASEMENT BASEMENT �N6' S�p1Y6D �Oo PERMANENT BMP SEE NOTES, �~ FF= 146.92 FF= 146.92 FS' V100 ") ITEM NO. 21 SHT 2 ° 2% " - J a FO E INE �......: -:.. PUMP STATIONS TO BE INSTALLED IN JENSEN l I PRECAST LIFT STATION WITH ANTI -FLOAT (OR EQUIV.) D WITH ALARM, ACCESSIBLE LID. PUMP BASIN TO BE -IE =145.5 WATERTIGHT WET WELL CONSTRUCTION. I 4" SDR -35 WALL DUPLEX PUMP SYSTEM WITH PRIMARY, AND BACKUP BACKDRAIN TIGHTLINE IE =f42.5 GENERATOR AND PUMP AND RHOMBUS ALARM C�j -1 MAINTAIN MIN. 3 FT HEAD 24" DIA PRIVATE PUMP PACKAGE (OR EQUIV.). DIFFERENCE FROM BOTTOM LIFT STATION AD -1 AD -1: DUAL PRIVATE SUMP PUMP 'TEFL ",• OF BACKDRAIN TO BOTTOM OF AREA DRAIN PIPE 112 HP; 2700 GPH; 15 FT HEAD OR EQUIV. / SECTION A -A NOTE: MOM PUMP TO BE MONITORED CONSISTENTLY. i /// ��/ �/ V ° a cry PUMP STATION TO BE DESIGNED TO NONCONTAMINATED WATER MAY BE PUMPED TO - I SCALE: 1 " =5' -0" HANDLE RETAINING WALLS LANDSCAPE/ STREET IN A CONTROLLED MANNER. 1% E- 1% SURCHARGE BY MANUFACTURER CONTAMINATED WATER TO BE TRUCKED OFFSITE PRIOR TO INSTALLATION. TO APPROVED LOCATION. 1. 314" ROCK IN BURLAP TYPE BAGS. 2. BURY FIRST BAG ONE HALF BAG DEPTH. 3. PLACE BAGS TWO HIGH. 4. OFFSET BAGS. ;�_ •�� =•iiir _::_.. •:: =•ii2� _ •.• iii PLAN GRAVEL BAG DETAIL NOT TO SCALE L REVISIONS I APPROVED I DATE REMARKS DATE RUMBLE RACKS - CORRUGATED STEEL z PANELS 1. SET POSTS AND EXCAVATE A 4 x 4 IN (10 BY 10 CM) CONSTRUCTION LEGEND —EC " EROSION CONTROL PLAN T,c TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. ° Q cRavEt ACS (sC-- 6 1SC -8) REFERENCE: CASQA* TC -1 DET. El SHT.3 # PROFILE 11/2" CRUSHED ROCK -�j 5 o s o s O STABILIZED ((C�ONSTRUCTION CALIFORNIA STORMWATER QUALITY / " ENTRANCE T. E2/SHT.3 1) ASSOCIATION - CALIFORNIA STORMWATER / / BMP HANDBOOK; CONSTRUCTION PUBLIC RIGHT - SCALE i = 5 FT FENCE PER PLAN -OF -WAY �� @ DIET E31SHT (3C -1) PER x 4 TRENCH (10 CM) CROSS -REF CALTRANS CONSTRUCTION EXISTING BEST MANAGEMENT PRACTICES GROUND 2. ATTACH THE FILTER FABRIC 3. BACKFILL AND COMPACT THE AND EXTEND IT INTO THE TRENCH EXCAVATED so1L. EROSION CONTROL LEGEND 7 777 r io ? PROVIDE APPROPRIATE TRANSITION BTWN I I I FILTER FABRIC GRAVEL BAGS (SC -6 & o o STABILIZED CONSTRUCTION I I' SC -8) P7R DET E1 1SHT 3 o ENTRANCE AND PUBLIC RUMBLE RACKS - RIGHT OF WAY N a CORRUGATED STEEL PANELS yf ! �� I I 11 I (— QRpFESS /p 1 t' -� LL STABILIZED CONSTRUCTION Pin �j� — I I y�e��r1 E. R��y� C ,, ENTRANCE (TC -1) PER DET E2 1SHT 3 0 It Z 1 STABILIZED I I No 65122 p SILT FENCE (SC -1) PER DET z CONSTR. ENTRANCE E2 NOT TO SCALE BENCH MARK SCALE !OS 18416 PT. NO. 1047 NAME: CADT 1 1D ING:STA 11 -DC 1993 MONUMENT DESCRIPTION NOTED 5 "CALIFORNIA DEPARTMENT OF TRANSPORTATIO VERTICAL VUM DISC IN THE SIDEWALK OVER THE SOUTH END OF THE NORTHEAST ABUTMENT OF THE NOTED NNON AVE BRIDGE OVER INTERST. HIGHWAY 5. HORIZONTAL LOC. SEE ABOVE. FOR TBM SEE THIS SHEET SILT FE NOT TO SCALE DESIGNED ER­ PLANS ERIN RIST RCE: 65122 Exp, 09/30/2013❑ E3 1SHT 3 IX E3 CROSS -REF CALTRANS CONSTRUCT ,'V BEST W C L s W e 0F v i L p�� e MANAGEMENT PRACTICES W z CF CALF Z KED BY: RV ER APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 0 V, UNDER SUPERVISION OF REVIEWED SECTION AND EROSION CONTROL PLAN Z LL 1926 CAMBRIDGE AVE W C 9 -30 -13 51e,0110, BY: CARDIFF BY THE SEA, CA 92007 11175-G MASIH MAHER C42519 EG LDS EXP. DATE: DATE: DEPU TY ENGINEER WORK PROJECT NO. 12- 003CDP DATE: 531 /l2 DATE: Jr �t•2c12 I APN: 260 - 363 -31 sHEET 3 of 3 DATE: 05 -01 -2012 6" CONC CURB AS NECESSARY PER I LANDSCAPE AREA N07 70 FIELD CONDITION. WHERE GRADES BE MODIFIED WITHOUT DIFFERENTIALS ARE GREATER THAN 60, APPROVAL OF 'CITY I GRAVITY RETAINING CONSTRUCT GRAVITY RETAINING WALL PLANNING DEPARTMENT WALL PER SDRSD C -9 "A" PER SDRSD C -9 TYPE "A" WITH WALL I NOTE IS SHE E7 SEEN 2/ THIS I TYPE WITH WALL THICKNES 12" THICKNESS 12" e ° - }�.. gsw Pop -ups �� / '� i /// ��/ �/ V ° a cry 1 - I 1% E- 1% � �t o ri r f to . 0 I ` I V V -- -- — %'I L - �/ 20.0' R.O.W. 20.0' R.O.W. -J� i / a N i cn F I i� LANDSCAPE AREA - PERMANENT OF t I _ BMP (BLUE FESCUE). SEE NOTE 15% I � PROPOSED TWO -STORY 1ST FLOOR 1717=157.1 1 NO. 2 1SHEE(2 RESIDENCE WITH BASEMENT I I BASEMENT FF 146.9 � I 1ST FLOOR FF =156.1 �!, j FP= 146 s ° I >: APN #: 260- 363 -31 tir �1 4,= 9% �; - - -, - - -- - — — — — — — -- — — — — — — — -- , j v a... a =s a e— B B B s. s - a I , _ I 9990' - -- LAND CAPE AREA - R E3 BMP (BLUE FESCUE). SEE NOTE 3 LANDSCAPE AREA (BLUE 1 I I NO. 2 1SHEET 2 FESCUE NOT TO BE PROPOSED MODIFIED WITHOUT HE BEET WEDG TO N __ . _- , _ -- ;_._ __s_ . . _ _ . ..._. APPROVAL OF C17Y ESTABLISH FAN EDG W C , llN AC , PLANNING DEPARTMENT. TO MATCH (E) STREET SECTION SEE NOTE 21 THIS SHEETI 1. 314" ROCK IN BURLAP TYPE BAGS. 2. BURY FIRST BAG ONE HALF BAG DEPTH. 3. PLACE BAGS TWO HIGH. 4. OFFSET BAGS. ;�_ •�� =•iiir _::_.. •:: =•ii2� _ •.• iii PLAN GRAVEL BAG DETAIL NOT TO SCALE L REVISIONS I APPROVED I DATE REMARKS DATE RUMBLE RACKS - CORRUGATED STEEL z PANELS 1. SET POSTS AND EXCAVATE A 4 x 4 IN (10 BY 10 CM) CONSTRUCTION LEGEND —EC " EROSION CONTROL PLAN T,c TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. ° Q cRavEt ACS (sC-- 6 1SC -8) REFERENCE: CASQA* TC -1 DET. El SHT.3 # PROFILE 11/2" CRUSHED ROCK -�j 5 o s o s O STABILIZED ((C�ONSTRUCTION CALIFORNIA STORMWATER QUALITY / " ENTRANCE T. E2/SHT.3 1) ASSOCIATION - CALIFORNIA STORMWATER / / BMP HANDBOOK; CONSTRUCTION PUBLIC RIGHT - SCALE i = 5 FT FENCE PER PLAN -OF -WAY �� @ DIET E31SHT (3C -1) PER x 4 TRENCH (10 CM) CROSS -REF CALTRANS CONSTRUCTION EXISTING BEST MANAGEMENT PRACTICES GROUND 2. ATTACH THE FILTER FABRIC 3. BACKFILL AND COMPACT THE AND EXTEND IT INTO THE TRENCH EXCAVATED so1L. EROSION CONTROL LEGEND 7 777 r io ? PROVIDE APPROPRIATE TRANSITION BTWN I I I FILTER FABRIC GRAVEL BAGS (SC -6 & o o STABILIZED CONSTRUCTION I I' SC -8) P7R DET E1 1SHT 3 o ENTRANCE AND PUBLIC RUMBLE RACKS - RIGHT OF WAY N a CORRUGATED STEEL PANELS yf ! �� I I 11 I (— QRpFESS /p 1 t' -� LL STABILIZED CONSTRUCTION Pin �j� — I I y�e��r1 E. R��y� C ,, ENTRANCE (TC -1) PER DET E2 1SHT 3 0 It Z 1 STABILIZED I I No 65122 p SILT FENCE (SC -1) PER DET z CONSTR. ENTRANCE E2 NOT TO SCALE BENCH MARK SCALE !OS 18416 PT. NO. 1047 NAME: CADT 1 1D ING:STA 11 -DC 1993 MONUMENT DESCRIPTION NOTED 5 "CALIFORNIA DEPARTMENT OF TRANSPORTATIO VERTICAL VUM DISC IN THE SIDEWALK OVER THE SOUTH END OF THE NORTHEAST ABUTMENT OF THE NOTED NNON AVE BRIDGE OVER INTERST. HIGHWAY 5. HORIZONTAL LOC. SEE ABOVE. FOR TBM SEE THIS SHEET SILT FE NOT TO SCALE DESIGNED ER­ PLANS ERIN RIST RCE: 65122 Exp, 09/30/2013❑ E3 1SHT 3 IX E3 CROSS -REF CALTRANS CONSTRUCT ,'V BEST W C L s W e 0F v i L p�� e MANAGEMENT PRACTICES W z CF CALF Z KED BY: RV ER APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 0 V, UNDER SUPERVISION OF REVIEWED SECTION AND EROSION CONTROL PLAN Z LL 1926 CAMBRIDGE AVE W C 9 -30 -13 51e,0110, BY: CARDIFF BY THE SEA, CA 92007 11175-G MASIH MAHER C42519 EG LDS EXP. DATE: DATE: DEPU TY ENGINEER WORK PROJECT NO. 12- 003CDP DATE: 531 /l2 DATE: Jr �t•2c12 I APN: 260 - 363 -31 sHEET 3 of 3 DATE: 05 -01 -2012