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2013-11828 G (Plans)RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING OON SRNFoa� BMP NOTES RELATIVE TO CONSTRUCTION DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC 1. I C SE EMERGENCY WORK IS REQUIRED, CONTAC I. RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP 24 HOURS A DAY. ACTIVITIES OWNER /PERMIT' WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF V-), CONCRETE WASHOUT: LML R�K(, S {9 (8 W.G THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE DRAINAGE NOTE OCTOBER 1 T WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO 2123 MANCHESTER AVENUE CONVENIENTL LOCATIONS TO FACILITATE WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO ARDIFF BY THE SEA, CA A", EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. SITE ADDRESS PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE CONSTRUCTION SITE ACCESS: 2123 MANCHESTER AVENUE A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVAL OF THE ENGINEERING INSPECTOR. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES APPROVED DRAINAGE FACILITY. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL CARDIFF OY 402 -06, 18, AND 19 WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH INCLUDE USING MATERIAL SUCH AS 3 CRUSHED ROCK AND /OR CORRUGATED UTILITY NOTE STEEL PANELS /PLATES. LEGAL DESCRIPTION RUN -OFF PRODUCING RAINFALL. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. CONSTRUCTION VEHICLES: „ 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED LOTS 42, 43, AND 44 IN BLOCK 59 OF CARDIFF "A", IN THE CITY OF ENCINITAS, GRADING NOTES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO OFFICIAL OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. MAP THEREOF NO. 1334, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE RECORDED ON MAY 12, 1911. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY EROSION CONTROL: EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION REVISDIEGO THEREFROM AREA IONAL TA ARD D AWIIN THE ANY CHANGES ENGINE RR OR ARE POTENTIALLY UNSAFE. BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, OWNERS CERTIFICATE PRIOR TO ANY REQUEST FOR INSPECTION. A 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. PLAN SHALL BE INCORPORATED HEREON. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST 2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY THREE (3 PROPOSED SINGLE FAMILY RESIDENCES, 2123 MANCHESTER AVENUE 8• GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. CARDIFF, CALIFORNIA' PREPARED BY COAST GEOTECHNICAL, DATED MARCH 18, THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE 2010, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. r SPECIFICATIONS CONTAINED N SAID REPORT AND UPDATE LETTER OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE DATED MARCH 19, 2014. -s� Lf- (-fdtJ '�M Ek5••r� Coumfl fo1G Ca�S�I i• EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL SIGNATURE: - DATE: Pk'Iw MAf61( 11P�2o -1 it "Of i0rjI 196,01i's. AFTER EACH RAINFALL. OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS �-kUGk 0" -to*N �. ROVAL ND P RM TS OR ANY NSTRUCTION WITHIN UNNECESSARILY; THEY HELP DECREASE EROSION. �� L ����E �G WITH HLI MPROVEMENTJPLANS.EASEMENTS SHALL BE REQUIRED IN CONJUNCTION STORMWATER POLLUTION CONTROL POST TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS IMMEDIATELY 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. CONSTRUCTION BMP /IMP NOTES BE N RE ENTED BY P ALNTINGDFAST-GROWING ANNUALL AND PPERENNIALO GIRASSESLL 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO TO SHIELD AND BIND THE SOIL. PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS GRADING ACTIVITIES ARE COMPLETE. SOILS ENGINEERS CERTIFICATE EXISTING PRIOR TO GRADING. AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. I, MkMkOou S. plklte,A REGISTERED CIVIL ENGINEER IN THE STATE OF 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL ON -SITE CONSTRUCTION MATERIAL STORAGE MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS DIRECTION ON MARCH It-/ 2017; ONE COMPLETE DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE cROUNDCOVER WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY STANDARDS, LAWS AND REGULATIONS. THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. ENGINEER, ALONG WITH UPDATE LETTER DATED M_���N lJ 20%7 FURTHERMORE, I 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF 1 2 MILE OF STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE / AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CON UC ED BETWEEN 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN BEEN INCORPORATED IN THE GRAD G PLANS AND SPECIFICATIONS. THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL o CITY RECOGNIZED HOLIDAYS. IMP /BMP. STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT SIGNED: 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- CONSTRUCTION BARRIER AROUND THE PERIMETER AT ALL TIMES 5 DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA . RICE NO.: G•�• Z ?D MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: O. R HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT TRAINING: -- ----------'---- - - -- CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF 12°3(^19 GE 2704 O AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED EXP. DATE:_________________________P x•101 -T7 WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING 760 633 -2770. ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS ( ) 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES EAS1 * 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED ALTERED WITHOUT A PERMIT FROM THE CITY. SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY 101Z5* � �N( 00., SvrfG To'' �Nv �N`rA6�ic//,�mi INC- 10. p C CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL 7, THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN OWNER(S) STORMWATER REQUIREMENTS TA D MUST THEIR OWN RESPONSIBILITIES. O TS SMdTGQ � C',{ 92071 �� Cq�1F SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE BE OBTAINED. WASTE MANAGEMENT: STATEMENT OF ENGINEER OF WORK HAULING OPERATION. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE AN "AS GRADED CERTIFICATION" SHALL BEE PROVIDED STATING: "THE GRADING ALLOW RAIN WATER TO ENTER THE ENCLOSURE. HE ENCLOSURE SHALL BE LOCKABLE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK UNDER PERMIT 11828 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO HE PUBLIC ANY TRASH MATERIAL. OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF ANDETHATIOINSHSNOPINOTN, ALL EMBANKMENTS UNDER HIS ARE SAN SAN DIEGUITO WATER DISTRICT NOTES APPROPRIATE LANDFILL DISPOSAL OF DISPOSED CALL WASTE. FOR THE WORK PERFORMED BY THE ENGINEER. ACCEPTABLE FOR THEIR INTENDED USE. WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES COMMITTEE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS BY, TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE , POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING RECYCLING RECEPTACLES AROUND THE SITE. STEVEN R7 DATE PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY BEEN INSTALLED. LIMITS OF THIS PROJECT. CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN SHALL 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE INLETS ON PERVIOUS SURFACES. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, RCE 65124 ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES EARTHWORK DATA SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, OF ENCINITAS AT (760) 633 -2770. PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE ETC. WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST STEEPEST EXISTING SLOPE ON -SITE = 2H 1V WITH SPECIFICATIONS. MEET CURRENT WATER AGENCIES STANDARDS COMMITTEE (WASC) STANDARDS. IF NOTIFICATIONS MAXIMUM VERTICAL DEPTH OF CUT = 0.5 FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT MAXIMUM VERTICAL DEPTH OF FILL = 3' 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO STANDARDS AT THE OWNER'S EXPENSE. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF CUT = 1400 C.Y. FILL = 40 AVAILABLE RECORDS TO TH T F N Y iCliq= 1Yd" NOT TO SCALE LEGEND S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS PROPERTY BOUNDARY EXISTING EASEMENT --- - - - - -- PROPOSED CONTOURS 255 EXISTING CONTOURS EXISTING EDGE OF PAVEMENT - CENTERLINE - EXISTING WATER MAIN EXISTING WATER MAIN EXISTING SEWER LATERAL (APPROXIMATE - r1 LOCATION SHOWN, CONTRACTOR TO VERIFY EXACT LOCATION PRIOR TO CONSTRUCTION) EXISTING WATER SERVICE / EXISTING FENCE >{- PROPOSED SCREEN WALL PROPOSED RET. WALL PER SDRSD C -2, EQUIVALENT, UNLESS NOTED OTHERWISE LIMITS OF GRADING BUILDING FOOTPRINT DRAINAGE DIRECTION - FLOWLINE SWALE PROPOSED PCC RIBBON GUTTER PER G -17 HOT MIX ASPHALT PAVING EXISTING RETAINING WALL - - 6" PVC PIPE /12" BROOKS AREA DRAIN 1--( 4'X4' ROCK DISSIPATOR HATCHED AREA REPRESENTS LANDSCAPED TREATEMENT AREA FOR BEST MANAGEMENT PRACTICE TO BE CONSTRUCTED TO F7 SPECIFICATIONS OF BIORETENTION DETAIL ON PAGE 7, APPENDIX C -3 OF THE ENCINITAS STORMWATER MANUAL. PROPOSED AREA IS GREATER THAN OR EQUAL TO 4% OF PROP. IMPERVIOUS SURFACE AREA. AREA NOT TO BE MODIFIED WITHOUT PERMIT FROM THE CITY. OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER E BES 0 OUR K OWLEDGE THERE ARE NO EXPORT = 1360 C.Y. TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT SERVICES. EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE REMEDIAL = 350 C.Y. AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK QUANTITIES SHOWN DO NOT REFLECT BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND AND SAN DIEGO GAS AND ELECTRIC VAULTS. SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING ANY SHRINKAGE AND SWELL FACTORS TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR BMP PROJECT STATUS GRADING ORDINANCE. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF X TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. COMMENCEMENT OF WORK: QPOFESSjpN 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL A. SEWERS - CSD - (760)- 633( -27)70 O R. 4C CO TRACTOR DSO PILED AS TORLEO VET DISPOSED OF OFF THE BEENSCLEARED HWITH BE USED N STATE LAW REPAIR AB-1953 IS REQUIRING NO-LEAD C. WATER EL SAN IDIEGUITO WATER6DISTRICT- 6120800- 227 -2600 SHEET INDEX �Q�� A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL D. TELEPHONE - SBC BELL - (760) - 489 -3411 SHEET NO. 1 TITLE SHEET H N z APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS MATERIALS TO BE NO -LEAD BRASS PARTS. E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 SHEET NO. 2 GRADING AND DRAINAGE PLAN w'0 No. 65124 y H ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH SHEET NO. 3 EROSION CONTROL PLAN Exp. 09/30/15 m STANDARD O MATERIAL. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH 3'T,q CIVIC- P P THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION OF CA`IFO EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IMPERVIO US AREA WILL BE SUBJECT TO REJECTION AND REMOVAL. 0 IN PLACE UNLSS OTHERWISE. DURING NO GRAD NG,TEXCAVATIONE ORSDISTURBANCEAOFTCITY TREE EXISTING IMPERVIOUS AREA: 3,926 SF PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMEN ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA PROPOSED IMPERVIOUS AREA: 5,742 SF _ _ (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE INCREASE IN IMPERVIOUS AREA: 1,816 SF COASTAL LAND SOLUTIONS, INC. TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT IMPERVIOUS AREA REPLACED: 3,863 SF CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. 577 SECOND STREET EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, ILS ENCINITAS, CA 92024 IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS PH (760) 230 -6025 THE TREE REMOVAL. FAX (760) 230 -6026 CHANGE NO. 11r of DESCRIPTION APPROVED DATE BENCHMARK u /1 -1$ -fq CITY OF ENCINITAS CONTROL POINT 1041, ENC -41. FD. 2" IRON PIPE IN A.C. WITH 2.5" CITY OF 1114/1&p NCINITAS BRASS DISC IN A TURNOUT ON THE EAST SIDE F MILES NORTH F CHESTERFIELD ANDY S 10 FEET WEST SSIIi(f �/ /7 -/ OF THE NORTH END OF GUARD RAIL. ELEVATION = 73.612' DATUM: NAVD88 IGO r q'/ ATE DATE S DA fE SIGN DATE SIGN t DATE M..� SIGNATURE EXPIRES 2 YEARS AFTER DATE SCALE SPECIAL DISTRICT APPROVAL 1SRJ DT: IJFSASR nT: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. SCE PLANS PRE ARED UNDER THE SUPERVISION OF RECOMMENDED SRN APP V GRADING PLAN FOR: HORIZONTAL: 1" = 20' DATE: '?-?--14- _ /�� • �,�e 212` NCHEST A RUE 11828 -G VERTICAL: 1" = 10' S EVEN R 0 S R.C.E. NO. 65124 MASIH `4 GLZ aWl A.P.N. #260- 402 -06, 18, and 19 O EXP. 9 -30 -15 DATE DATE " PLANNING CASE NO: 07 -167, DR /V /CDP 11 -104 1 SHEET 1 OF 5 U \ \Cls \c \Users \C \CLS SHARED FILES \CLS Job Files \CLS1037 CICHASKY (MANCHESTER) \CLS 1037 CICHASKY (MANCHESTER) GP 6_16_14 v8.pro GRAPHIC SCALE 1 " =10' 0 10 20 30 CONSTRUCTION NOTES 2.0% 93,12FS 11 PROPOSED SIDEWALK PER SDRSD G -7 3.07. M REMOVE EXISTING FENCE . F3 REMOVE RETAINING WALL R TREES TO BE REMOVED (TYPICAL) SUMP /PUMP 5 ❑ DISTRICT TO INSTALL 1" WATER SERVICE PER WAS #WS -09, WC -17, 92.40FS 93.00FS LOT 43 & 44 BASEMENT FF =83.25 ® AT OWNERS EXPENSE © 4 "PVC SEWER LATERAL W /CLEANOUT AT PA PER SDRSD SS -01 I ❑7 RETAINING WALL PER SDRSD C -2 (MASONRY) \ ® STORMWATER QUALITY VEGETATED SWALE (SEE DETAIL THIS SHEET) GARAGE F9 EXISTING WALL AND FENCE TO REMAIN %SEMENT FF = 82.841 10 2' WIDE CURB OUTLET PER SDRSD D -25 \ 11 4" ASPHALT CONCRETE OVER 6" CLASS it BASE 12 3' WIDE CONCRETE RIBBON GUTTER PER SDRSD G -12 13 4" STORM DRAIN PIPE WITH 6 "x6" AREA DRAINS 1 2 DRAINER 8" VCP SEWER PER CSD 14 EXISTING 3/4 WATER SERVICE AND 5/8 " METER TO BE ABANDONED DWG. NO. CA -3 -16 BY DISTRICT AT OWNERS EXPENSE 15 2" GRIND AND OVERLAY ENTIRE STREET FRONTAGE 16 EGRESS WELL WITH GRATED TOP AND AREA DRAIN 17 IN AREA DRAIN D DRAINAGE 18" 00 FIBERGLA SSUMP WITHTSUMURI PUSEERIES 1 /2HP SUMP /PUMP WITH BATTERY BACKUP OR EQUIVALENT 18 EXISTING CURB TO REMAIN. REPLACED IF DAMAGED DURING CONSTRUCTION EXISTING PRIVATE 19 PROPOSED LANDSCAPE AREA STORMWATER MAINTAINENQE AGMT. REC. s1JC�`i, 2014 AS FILE NO. 2014 - otl Sit? PIE- O.R. TOPOGRAPHY EXISTING TOPOGRAPHY SHOWN HERON WAS OBTAINED FROM A FIELD SURVEY BY: CONSTRUCTION TESTING & ENGINEERING, INC. 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO, CA 92026 760 - 746 -4955 DATE SURVEYED: 5 -3 -07 COASTAL LAND SOLUTIONS, INC. \ 573 SECOND STREET Lb ENCINITAS, CA 92024 PH (760) 230 -6025 FAX (760) 230 -6026 CHANGE N0. I DESCRIPTION APPROVED DATE Irjer-snlr CN "ime U,i 0&1.40a DP0 l m 20' 20' i 89.29je 86.606W �¢ 88.50FS 89.02TC 88.52FL FL 15 89.10TW C� 89.1OBW F 1❑ ° _ 88.76FS 86.50B c VFS EX. SEWER � 88.68TC N 7 .441E y 88.17FL ° ap 0 , \ 88.55FS <� 186.20FL \ 16% EX, SEWER - 77.301E g 88:43FS IE =78. 518fi.1Ai> 88.16FS I IE =106FIL u' 6 C 87.58FL 2.0�" 88:OOFS � 5 %i \ a ° 086.00FL �IpI N 87.76FS 2" PUTLET IE =8t.M 3 87.50TC 85.801E EX. SEWER 87.00FL o rh 87.58FS Z86.58FS 86.50FS $5.751E 15 6 18 &.60FS d 86.73FS ° 85.6( 85.77FS_ 1 -. 86.00' W 85.271E 0 UTLET i 85.69TC 86.00BW 86.10FL 85.191E 10' I 86.38TS I 211 85.88BS g .48F9 85.63TC 8 . F`S 85.13FL 87.8570 /Ij 63FS 86.201E 87.91 FS cn d- BENCHMARK SCALE CITY OF ENCINITAS CONTROL POINT 1041, ENC -41. FD, 2" IRON PIPE IN A.C. WITH 2.5" CITY OF ENCINITAS BRASS DISC IN A TURNOUT ON THE HORIZONTAL: 1" = 10' EAST SIDE OF NORTHBOIND HIGHWAY 101. 0.5 MILES NORTH OF CHEST RFIELD AND 10 FEET WEST OF THE NORTH END OF LARD RAIL. VERTICAL: 1" = 10' ELEVATION = 73.612' DATUM: NAVD88 IVA EX. 6" AC PER SDWD WO -641 BLOCK 59 MAP NO. 1334 \_ EX. SDG &E ELECTRIC--- - 92.25TW 92.87TW i APN 260-4M-13 - 94 89.50BW 92.73�W TW /EX =94.2 p �-- AIFO.91'd9 "c BW /EX =93.3 inn nn' B / ow /dv. 93.12FS 3.5% LLLIJ 17 _ 8i: 0E6 93.25FF 86.5070 B 1 85.501E S 7 18" 0 FIBERGLASS 1ST FF = 93.25 94.25FS 86.40TW SUMP W/PUMP BASEMENT FF = 83.251 x, 82.40BW is.oiE PAD = 82.55 1 GARAGE F - 4.2, 86.40FS 90.90TG AM 260-4M-19 i PAD -;8 � q 2.5% 86.501E LOT 44 92.00FS :E7 % N59 21'43�'E 100.0 3.0% 7 61 OFS 91.65TW 1ST FF = 93.25 86.40BW BASEMENT FF = 83.25 I 94.25FS 86.d OTW PAD = 82.55 I 3.8% 18" 0 FIBERGLASS GARAGE FF 25 82. - SUMP W /PUMP AM 260 - 402-18 I PAD oTw 82.4070 LOT 43 I �'! SS' OB 7s.oaE 6' AREA DRAIN 93.25FF I 6� AREA �j 3 I I 86.70BW I 86.70TW I ?.0% Rte/ 2.6% , 92.50FS / 2.0% 93,12FS 7MMLJ LOT 43 & 44 TG =86.00 \ 3.07. 100.00' . V 4" PVC OUTLET, S =2% MIN. N59 21 '44 'E SUMP /PUMP I LOT 42 BASEMENT FF =82.84 92.40FS 93.00FS LOT 43 & 44 BASEMENT FF =83.25 B I \ 1.3 1 ST FF = 92.84 1 GARAGE FF = 84 %SEMENT FF = 82.841 PAD \ PAD = 82.14 1 PN 260-402 -06 93.84FS 3• 1 2 DRAINER B 92. 86.00TG 85.001E 1n6 c , , •. 92.20FS '`.2.0% 92.71F5 3.4% 1 8ss1TC 13 92.20TC N5X21'46uE 100.00' 89.918.511E 91.201E BW /E =81.70 9 BW /EX =93.46 B TW /EX =92.O ., TW /EX =95.2 •Q , BW /EX =91.45 APN 261 -062-01 TW /EX =91.8 90.175 SEE SHEETS 4 AND 5 FORS SHORING INFORMATION 7m r) f� L; I! f` 1� 1% � 19 � 15%T 4_4% 11 5 b6 � F 4.4% 11 Ut"UNCU tlT: UHAWN tlY: UNtUKtU tlY: SR J SPECIAL DISTRICT APPROVAL ENGINEERING DEPARTMENT PLANS PRE ARED UNDER THE SUPERVISION OF RECOMMENDED APP DATE: 1.7 --1* AA � R.C.E. N0. 65124 MASIH MAHER GLEN PR IM STEVEN R. 0 S -7; a 1 14 _s � EXP. 9 -30 -15 DATE - DATE 15 WE EJ E-0 X- 4" SWALE SHALL BE PLANTED WITH ADEGUATE GROUNOCOVER OR TURF PLANTS THAT ARE NOT PRONE TO BLOCKING TE DRAINAGE FLOW. NAY ALSO BE PLANTED ON SIDE SLOPES 6" MIN. ENGINEERED SOIL 0 0 0 0 0 0 SEE NOTE BELOW 18' IN. 0 0 0 0 0 0 2" MIN. 3 /8" GRAVEL 0 O 0 O O O O 16' MIN. 3/4" CRUSHED RDCK * "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. NOTE: VEGETATED SWALES ON GRADES OF MORE THAN 25% MUST INSTALL CHECK DAMS TO LIMIT THE SLOPE OF THE SWALES TO 25% LNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES. NOTE: NO FILTER FABRIC OR LINER IS TO BE USED IN THIS SECTION VEGETATED SWALE STORNWATER QUALITY IMP/BMP AREAS SHALL NOT BE ALTERED WITHOUT A PERMIT FROM THE CITY, VEGETATED SWALE IMP /BMP WITH UNDERDRAIN FOR USE IN WELL DRAINED SANDY SOIL P 5' BUILDING WALL RAISE 4" ABOVE FINISH SURFACE TO PREVENT RUNOFF FROM ENTERING LIGHTWELL LOT 42 GARAGE FF =93.84 LOT 43 & 44 GARAGE FF =94.2 LOT 42 TG =86.50 LOT 43 & 44 TG =86.00 \ EXISTING y . V 4" PVC OUTLET, S =2% MIN. DRAIN TO STAIRWELL SUMP /PUMP I LOT 42 BASEMENT FF =82.84 LOT 43 & 44 BASEMENT FF =83.25 \ \ I 4_4% 11 5 b6 � F 4.4% 11 Ut"UNCU tlT: UHAWN tlY: UNtUKtU tlY: SR J SPECIAL DISTRICT APPROVAL ENGINEERING DEPARTMENT PLANS PRE ARED UNDER THE SUPERVISION OF RECOMMENDED APP DATE: 1.7 --1* AA � R.C.E. N0. 65124 MASIH MAHER GLEN PR IM STEVEN R. 0 S -7; a 1 14 _s � EXP. 9 -30 -15 DATE - DATE 15 WE EJ E-0 X- 4" SWALE SHALL BE PLANTED WITH ADEGUATE GROUNOCOVER OR TURF PLANTS THAT ARE NOT PRONE TO BLOCKING TE DRAINAGE FLOW. NAY ALSO BE PLANTED ON SIDE SLOPES 6" MIN. ENGINEERED SOIL 0 0 0 0 0 0 SEE NOTE BELOW 18' IN. 0 0 0 0 0 0 2" MIN. 3 /8" GRAVEL 0 O 0 O O O O 16' MIN. 3/4" CRUSHED RDCK * "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. NOTE: VEGETATED SWALES ON GRADES OF MORE THAN 25% MUST INSTALL CHECK DAMS TO LIMIT THE SLOPE OF THE SWALES TO 25% LNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES. NOTE: NO FILTER FABRIC OR LINER IS TO BE USED IN THIS SECTION VEGETATED SWALE STORNWATER QUALITY IMP/BMP AREAS SHALL NOT BE ALTERED WITHOUT A PERMIT FROM THE CITY, VEGETATED SWALE IMP /BMP WITH UNDERDRAIN FOR USE IN WELL DRAINED SANDY SOIL P 5' BUILDING WALL RAISE 4" ABOVE FINISH SURFACE TO PREVENT RUNOFF FROM ENTERING LIGHTWELL LOT 42 GARAGE FF =93.84 LOT 43 & 44 GARAGE FF =94.2 SECTION B 15' ALLEY 6" MIN. SEPARATION EXISTING WALL AND FENCE TO REMAIN (PROTECT IN PLACE) 3' WIDE CONCRETE RIBBON GUTTER PER SDRSD G -12 ��4" ASPHALT OVER 6" CLASS II BASE SECTION A �1 • 4� //��w En O �O�►/� V J I ALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR: - . 2 MANCHESTER AVENUE 11828 - G A.P.N. #260-402-06, 18, and 19 O PLANNING CASE NO: 07 -167, DR /V /CDP 11 -104 SHEET 2 OF 5 (, LOT 42 TG =86.50 LOT 43 & 44 TG =86.00 \ EXISTING r WOOD FENCE 4" PVC OUTLET, S =2% MIN. DRAIN TO STAIRWELL SUMP /PUMP I LOT 42 BASEMENT FF =82.84 LOT 43 & 44 BASEMENT FF =83.25 SECTION B 15' ALLEY 6" MIN. SEPARATION EXISTING WALL AND FENCE TO REMAIN (PROTECT IN PLACE) 3' WIDE CONCRETE RIBBON GUTTER PER SDRSD G -12 ��4" ASPHALT OVER 6" CLASS II BASE SECTION A �1 • 4� //��w En O �O�►/� V J I ALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR: - . 2 MANCHESTER AVENUE 11828 - G A.P.N. #260-402-06, 18, and 19 O PLANNING CASE NO: 07 -167, DR /V /CDP 11 -104 SHEET 2 OF 5 (, GRAPHIC SCALE 0 10 20 I' =T0' mmool 30 i COASTAL LAND SOLUTIONS, INC. C L S 573 SECOND STREET SAND /GRAVEL BAGS (2 HIGH) ENCINITAS, CA 92024 SILT FENCE (IF NECESSARY) PH (760) 230 -6025 HYDROSEED SLOPE PROTECTION FAX (760) 230 -6026 APPROVED TDESCRIPTION c4liegskle clorl E. soTA/ 2. OWNELSHIP CItAN(pE -- 14 _� SOILS �ENbitjmA UPPA46 S/ZA/ 1 e CD EROSION CONTROL PLAN / 0 BLOCK 59 MAP NO.1334 APN 260-402-13 ` - 94 ( LOT 45 '- N59 @21'42 "E 100.00' - -i I I�� 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. G N59 #2146 E 100.00 BW EX 1.70 261-062 EX =93.46 o TW /EX= EX =95.2 9 \ 9cp \ \ BW /EX= 91.45' o\ TW /EX =91.8 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC-9,1) WIRE _ DETAIL SILT FENCE NTS DATE BENCHMARK SCALE I -X-it-ty -X-it-t CITY OF ENCINITAS CONTROL POINT 1041, ENC -41. FD. 2" IRON PIPE IN A.C. WITH 2.5" CITY OF D ENCINITAS BRASS DISC IN A TURNOUT ON THE HORIZONTAL: 1" = 10' EAST MILES SIDE ORTHF F NORTHBOUND AND 10 S 10 FEETWEST OF THE NORTH END OF GUARD RAIL. VERTICAL: 1" = 10' ELEVATION = 73.612' DATUM: NAVD88 RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY DETAIL GRAVEL BAGS NTS r1 i c m I I ) I/ rr )I 1� B `FS= 93.8 =93.8 �GATW /EX =94.2 ri f X--- 0 E rip EA NOTE: CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO ,SEDIMENT TRAPPING DEVICE r-- A °B A v a 4 C ° ° v ° .Q WIDTH AS REQUIRED $ a e J J a a ° ° 4 TO ACCOMODATE Q ° A A ° ANTICIPATED TRAFFIC v° a ea n a v A n4 e v ° a n 5' RADIUS A 20' MINIMUM COARSE AGGREGATE FILTER FABRIC ORIGINAL GRADE va v v 44 n v 9POFESSIp\ Ll' MIN., UNLESS OTHERWISE SPECIFIED BY CITY ENGINEER co ��J SECTION A -A � No. 65124 0 Lu Exp. 09/30/15 CONSTRUCTION ENTRANCE NTS sT9Tc CIVI\- SPECIAL DISTRICT APPROVAL UCb1SRj tlT: UMAWR tlT: UIitUKF tlT: ENGINEERING PLANS PREP RED UNDER THE SUPERVISION OF RECOMMENDERq DATE: 'I°2-I$ AAAl) e%! l!� MASIH MAHER S VEN R. J S R.C.E. NO. 65124 71 A�) EXP. 9 -30 -15 DATE DEPARTMENT APP GLENN PRUIM y DA E 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 CALIFORNICA 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) 6. 1/2 LB PER ACRE OF DIMORPHOLECA 7. 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. B. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE DYROSEEDING. 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, WHDTH 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. 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. LEGEND OVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EROSION CONTROL PLAN FOR: - L Aw"" EF E 11828 -G A.P.N. #260- 402 -062 18, and 19 0 PLANNING CASE N0: 07 -167, DR /V /CDP 11 -104 SHEET 3 OF 5 LLLLLJ CONSTRUCTION ENTRANCE LLLLLLLLL LLLLLLLLL SAND /GRAVEL BAGS (2 HIGH) 00000000 SILT FENCE (IF NECESSARY) 9q X. HYDROSEED SLOPE PROTECTION IN CASE EMERGENCY WORK IS REQUIRED, CONTACT OVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EROSION CONTROL PLAN FOR: - L Aw"" EF E 11828 -G A.P.N. #260- 402 -062 18, and 19 0 PLANNING CASE N0: 07 -167, DR /V /CDP 11 -104 SHEET 3 OF 5 EROSION CONTROL �© 11. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ou SkNFORD E 7bt) Z&8 7k. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE 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 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 UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. T 1 �•/ 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. O 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 0 AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 0 10. SHOULD GERMINATION OF HYDROSEEDED 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. OVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EROSION CONTROL PLAN FOR: - L Aw"" EF E 11828 -G A.P.N. #260- 402 -062 18, and 19 0 PLANNING CASE N0: 07 -167, DR /V /CDP 11 -104 SHEET 3 OF 5 INSTALLATION PROCEDURES: SHORING STRUCTURAL NOTES TIMBER LAGGING COMMETNS 1. THE GOVERNING CODE IS THE 2010 CALIFORNIA BUILDING CODE 1. THE CONTRACTOR SHALL EXCAVATE THE WALL FACE AND INSTALL THE LAGGING CONSTRUCTION PROCEDURES 2. ALL TEMPORARY EXCAVATION SHORING HAS BEEN DESIGNED FOR THE IN SUCH A MANNER AS T O MAINTAIN A SAFE WORK PLACE AND AVOID EXCESSIVE 1. SOLDIER BEAM CONSTRUCTION: 1.1 LAY AND DRILL THE HOLE DIAMETER AND DEPTH AS INDICATED IN THE FOLLOWING LOADS, UNLESS NOTED OTHERWISE: SLOUGHING AND OVERBREAK. AS A MINIMUM, PRIOR TO PLACING THE -OUT CONSTRUCTION LIVE LOAD:100 PSF LATERAL PRESSURE (SURCHARGE) SUBSEQUENT SET OF TIMBER LAGGING, DO NOT EXCAVATE MORE THAN 5' BELOW DRAWINGS. 1.2 PLACE THE SOLDIER BEAM APPROXIMATELY IN THE CENTER OF THE HOLE. WIND: TEMPORARY SHORING NOT DESIGNED FOR WIND FORCES THE CURRENT DEPTH OF LAGGED WALL FACE. BACK FILL ANY VOIDS BEHIND LAGGING WITH ONSITE SOILS, GROUT OR SLURRY. LAGGING SHALL BE ROUGH 1.3 PLACE A MINIMUM OF 2,500 PSI CONCRETE FROM THE BOTTOM OF THE SEISMIC: TEMPORARY SHORING NOT DESIGNED FOR SEISMIC FORCES SAWN DOUGLAS FIR -LARCH (OR HEM -FIR), GRADE NO. 2 LAGGING. HOLE TO THE BOTTOM OF THE PROPOSED EXCAVATION. 3. SUB - SURFACE DESIGN: ALL SUB - SURFACE DESIGN PARAMETERS USED FOR THE 2. TIMBER LAGGING IS REQUIRED TO BE PRESSURE TREATED WITH AGO FOR 1.3A "STIR N STUFF' METHODS MAY BE USED IN PLACE OF THE 2500 PSI CONCRETE TOE. RAW SACKS OF CEMENT (MIN. 3 SACK MIX) SHALL BE SHORING DESIGN ARE BASED ON RECOMMENDATIONS PROVIDED IN THE TEMPORARY SHORING IN CITY ROW. BLENDED WITH SOIL AND WATER WITHIN THE HOLE TO CREATE A GEOTECHNICAL REPORT(S): STRUCTURAL STEEL AND MISCELLANEOUS IRON CONCRETE SLURRY IN THE TOE SECTION. 1.4 PLACE LEAN CONCRETE (1 SACK MIX) FROM THE BOTTOM OF THE 3.1, REPORT TITLE: "PRELIMINARY GEOTECHNICAL INVESTIGATION, 3 PROPOSED 1. STRUCTURAL STEEL WF SHAPES: ASTM A572, GRADE 50 OR ASTM A992, GRADE PROPOSED EXCAVATION TO EXISTING GRADE. SINGLE FAMILY RESIDENCES, 2123 MANCHESTER AVE" 1 MONITORING POINTS SHALL BE ESTABLISHED: TYPE OF CONSTRUCTION OR OPERATION IN QUESTION. 3.2. DATED: MARCH 18, 2010 50. BE BELOW THE BOTTOM OF THE EXCAVATION. IF THE TABLE IS ABOVE THE 3.3, DESIGN PARAMETERS: SEE PRESSURE DIAGRAM 2. STRUCUTRAL STEEL FOR ANGLES AND PLATE: ASTM A36. 2. LAGGING PLACEMENT: CONSTRUCTION. 3. ALL WELDING SHALL CONFORM WITH A.W.S. SPECIFICATIONS. 2.1 INSTALL LAGGING AND BACKFILL IN 5' MAXIMUM INCREMENTS. GENERAL ALL WELDERS SHALL BE QUALIFIED UNDER A.W.S. SPECIFICATIONS. 2.2 PRIOR TO EXCAVATING THE NEXT INCREMENT OF CUT, THE LAGGING MUST LEAN WELDS SHALL BE MADE WITH 70 KSI FILLER METAL, UNLESS NOTED BE COMPLETELY INSTALLED INSURING BEARING BETWEEN THE CUT SOIL & 1. THESE DOCUMENTS DEPICT CONSTRUCTION OF TEMPORARY SHORING OTHERWISE. WOOD LAGGING, BY COMPACTING SAND, GRAVEL, COMPACTED SOIL, REQUIRED TO CONSTRUCT THE DEVELOPMENT ON MANCHESTER AVE. THE A. OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT SLURRY OR GROUT BEHIND THE LAGGING AS PER INDUSTRY STANDARDS. 2.3 GAPS BETWEEN LAGGING SHALL NOT EXCEED 1" MAXIMUM. IF GAPS WORK INCLUDES DRILLING HOLES, INSTALLING SOLDIER PILES AND INSTALLING CAST -IN -PLACE CONCRETE EXCEED V MAXIMUM, PACK GAPS WITH NON - SHRINK GROUT. TIMBER LAGGING. 2. UNLESS OTHERWISE NOTED, MATERIAL AND DESIGN SPECIFICATIONS CITED 1. CONCRETE MIX DESIGN: HEREIN SHALL BE THOSE CONFORMING WITH THE VERSION OF THE APPLICABLE ALL CONCRETE STRENGTH SHALL BE: 2500 PSI EXCAVATIONS AND CUT SLOPES. ALL PRODUCTS AND MATERIALS USED BY THE CONTRTOR SHALL BE APPLIED, SPECIFICATION OR CODE MOST RECENTLY ADOPTED BY THE PERMITTING 750 +; -250 PSI FOR: LEAN CONCRETE. SPECIAL INSPECTION AND TESTING PROGRAM AUTHORITY. r * .5#0ArA/G A SIG RCVt&! &J ED A AO TYPES OF WORK CONTINUOUS PERIOOIC COMMETNS SOILS GRADING AND EXCAVATION TO BEGINNING CONSTRUCTION. X BY GEOTECHNICAL ENGINEER SOLDIER PILES COMPLETE INSTALLATION X PROVIDE SPECIAL INSPECTION, SPECIAL TESTING, REPORTING AND 8Y GEOTECHN]CAL ENGINEER STRUCTURAL WELDING FILLET WELDS REVIEW BY THE STRUCTURAL ENGINEER OF RECORD. X FOR ANGLE IRON, IF REQUIRED STRUCTURAL CONCRETE MAKING TEST CYLINDERS 0 rp NOT REQUIRED FOR LEAN CONCRETE TIEBACK ANCHORS COMPLETE INSTALLATION X OBJECT OF INTEREST, OR CROSS -HAIRS SCRIBED ONTO A PLATE THAT IS BY GEOTECHNICAL ENGINEER 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHORING WALL MONITORING THE EXCAVATION EQUAL TO THE FINAL HEIGHT OF THE EXCAVATION. AND VERIFY ALL DIMENSIONS AND ELEVATIONS RELATI TO THE EXISTING d TO BEGINNING CONSTRUCTION. STRUCTURE(S). 1. SURVEY MONITORING OF THE SHORING WALLS SHALL BE THE RESPONSIBILITY OF 4. ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME THE GENERAL CONTRACTOR. CONTROLLED SURVEYING SHALL BE PERFORMED TO PROVIDE SPECIAL INSPECTION, SPECIAL TESTING, REPORTING AND TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO DETERMINE THE INITIAL ELEVATION AND PLAN LOCATION OF THE MONITORING FREQUENT SURVEY, AS DETERMINED BY THE OWNER'S REPRESENTATIVE. IF ANY REVIEW BY THE STRUCTURAL ENGINEER OF RECORD. POINTS, AND THE VERTICAL AND HORIZONTAL MOVEMENT OF THE MONITORING 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING SITE RECORDS OF POINTS THEREAFTER. 0 rp EXISTING UTILITIES AT UTILITY COMPANY OFFICES AND THE OFFICE OF THE CITY 2. MONITORING POINTS SHALL CONSIST OF BOLTS OR RODS EMBEDDED INTO THE ENGINEER TO DETERMINE CONDITIONS UNDER WHICH WORK WILL BE OBJECT OF INTEREST, OR CROSS -HAIRS SCRIBED ONTO A PLATE THAT IS REMEDIAL MEASURES SHALL BE CONSIDERED. PERFORMED. ATTACHED TO THE FACE OF THE OBJECT OF INTEREST. ACCURACY SHALL BE TO 6. THE CONTRACTOR SHALL FORMULATE THE CONTRACTOR'S OWN CONCLUSIONS ±0.005 FEET. AS TO THE EXTENT OF EXISTING SUB - SURFACE CONSTRUCTION. NOT ALL 1 MONITORING POINTS SHALL BE ESTABLISHED: TYPE OF CONSTRUCTION OR OPERATION IN QUESTION. UTILITIES AND SUB - SURFACE CONSTRUCTION ARE SHOWN ON THESE DRAWINGS. -AT THE TOP OF THE SHORING WALLS AND SPACED NO MORE THAN BE BELOW THE BOTTOM OF THE EXCAVATION. IF THE TABLE IS ABOVE THE CONTRACTOR HAS FULL RESPONSIBILITY TO AVOID SUB- SURFACE UTILITIES AND TWENTY -FIVE FEET (50') ON CENTER AROUND THE ENTIRE WALL PERIMETER. ADJACENT TO THE SHORING. CONSTRUCTION. -ON ALL EXISTING STRUCTURES THAT ARE SENSITIVE TO MOVEMENT (AS 7. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND SHALL DETERMINED BY THE OWNER'S REPRESENTATIVE) AND WITHIN A DISTANCE FROM GENERAL UTILITY NOTES: 1. ALL EXISTING UNUSED WATER SERVICES SHALL BE KILLED AT THE MAIN BY THE CONTRACTOR 2. ALL EXISTING UNUSED SEWER LATERALS SHALL BE PLUGGED AT PROPERTY LINE OR FACE OF SHORING BY CONTRACTOR. 1 ALL SEWER LINES THAT ARE OF UNKNOWN SIZE SHALL BE FIELD VERIFIED BY THE PRIME CONTRACTOR AT THE TIME OF CONSTRUCTION AND BE NOTED ON THE FINAL DRAWINGS. 4. CAUTION: ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS. DIG ALERT AND GENERAL CONTRACTOR SHALL LOCATE, POTHOLE, AND DOCUMENT ALL (E) UTILITIES BEFORE CONSTRUCTION BEGINS AND SHALL COORDINATE SHORING PLANS TO AVOID ANY POTENTIAL CONFLICTS WITH ANY AND ALL EXISTING UTILITIES (SHOWN OR NOT SHOWN ON THIS PLAN) W STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS DIVISION OF OCCUPATIONAL HEALTH AND SAFETY (OSHA) TENCHINO/EXCAVATION PERMIT NO: �X CHANGE NO. DESCRIPTION APPROVED I " IIlddE12SNtf owitibG I SRN DATE 0' .. ._ �ftr S n L LU L e u e U u _ _ _ - _ E a• c €XISTI 11IN Gi GRADE I ) NOTIFY THE STRUCTURAL ENGINEER OF RECORD OF ANY DISCREPANCIES PRIOR THE EXCAVATION EQUAL TO THE FINAL HEIGHT OF THE EXCAVATION. I, d TO BEGINNING CONSTRUCTION. 4. IN GENERAL, SURVEY MONITORING AND REPORTING OF DATA SHALL OCCUR ONCE SPECIAL INSPECTION PROGRAM FOOTNOTES: 8. DURING SHORING, OTHER CONSTRUCTION WORK MAY# IN PROGRESS. THE WEEKLY, UNLESS THE PROGRESS OF CONSTRUCTION DICTATES A LESS OR MORE PROVIDE SPECIAL INSPECTION, SPECIAL TESTING, REPORTING AND g. I CONTRACTOR SHALL BE AWARE OF OTHER WORK BEING PERFORMED AND FREQUENT SURVEY, AS DETERMINED BY THE OWNER'S REPRESENTATIVE. IF ANY COMPLIANCE PROCEDURES ACCORDING TO CHAPTER 17 OF THE f SHALL COORDINATE HIS WORK WITH OTHER WORK IN PROGRESS, INCLUDING MOVEMENTS EXCEED 1/2 ", MONITORING FREQUENCY SHALL BE INCREASED TO A ", CALIFORNIA BUILDING CODE 0 rp WORK IN PUBLIC RIGHTS -OF -WAY. DAILY SURVEY IN THE AREAS OF CONCERN. IF ANY MOVEMENTS EXCEED 1 9. ELEVATIONS SHOWN FOR TOP -OF- SHORING ARE APPROXIMATE. REMEDIAL MEASURES SHALL BE CONSIDERED. - - - 1. SPECIAL INSPECTOR QUALIFICATIONS: DEMONSTRATE COMPETENCE, TO THE _- - - COORDINATED FIELD CONDITIONS. TOP-OF-SHORING ELEVATION IS TO BE COORDINATED WITH Z SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR GROUND SURFACE ELEVATIONS MAY BE EXISTING OR REPRESENTATIVE OF DEWATERING SYSTEM THE SHORING SYSTEM HAS BEEN DESIGNED ASSUMING THE WATER TABLE WILL TYPE OF CONSTRUCTION OR OPERATION IN QUESTION. A' EXCAVATED OR FILLED GRADES. ELEVATIONS SHOWN AT THE EXCAVATION LEVEL ARE THE APPROXIMATE DEPTH OF EXCAVATION FOR THE FOUNDATION BE BELOW THE BOTTOM OF THE EXCAVATION. IF THE TABLE IS ABOVE THE - 2. PRIOR TO THE BEGINNING OF CONSTRUCTION, REVIEW THE SPECIAL INSPECTION ADJACENT TO THE SHORING. BOTTOM OF THE EXCAVATION, A COMPREHENSIVE DEWATERING SYSTEM MUST BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE REQUIREMENTS WITH THE ENGINEER, BUILDING OFFICIAL, GENERAL 10. THE PRIME CONTRACTOR AND SUB - CONTRACTORS ARE RESPONSIBLE FOR THE CONSTRUCTION PROCESS AND SAFETY OF THE WORKERS. THIS INCLUDES, BUT GEOTECHNICAL ENGINEER FOR THE PROJECT. THIS REQUIREMENT REMAINS IN CONTRACTOR AND SPECIAL INSPECTORS. LEAN IS NOT LIMITED TO, THE CONSTRUCTION SEQUENCE, TEMPORARY HAND RAILS, EFFECT UNTIL THE BASEMENT WALL. BASEMENT SLAB -ON -GRADE AND GROUND 3. DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED TO: d 4 EXCAVATION ACCESS AND BARRIERS. IT ALSO INCLUDES LIFTING OF MATERIALS FLOOR SLAB HAVE BEEN INSTALLED AND REACHED FULL TWENTY -EIGHT (28) DAY A. OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT AND CONSTRUCTION EQUIPMENT INTO AND OUT OF THE EXCAVATION, STRENGTH. DRAWINGS AND SPECIFICATIONS. BRING DISCREPANCIES TO THE IMMEDIATE STRUCTURAL TEMPORARY SHORING OF EXCAVATIONS AND STABILITY OF ALL TEMPORARY ATTENTION OF THE GENERAL CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER AND TO THE BUILDING OFFICIAL. 11. EXCAVATIONS AND CUT SLOPES. ALL PRODUCTS AND MATERIALS USED BY THE CONTRTOR SHALL BE APPLIED, B. FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, ARCHITECT, ENGINEER, GENERAL CONTRACTOR AND OWNER IN A PER P €rc NOTES PLACED, ERECTED OR INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. r * .5#0ArA/G A SIG RCVt&! &J ED A AO TIMELY MANNER. 12 SOLDIER SOLDIER a�RoY�O &�/ ES 4=L CORP % C. SUBMIT A FINAL STATING WHETHER THE WORK REQUIRING SPECIAL PIL ES. PILES SHALL BE DRILLED TO DIM NSIONS SHOWN ON THE PLANS. SHAFTS SHOULD BE CLEANED AND FREE OF LOOSE SLOUGH � ��/ PLAN 049149 04914 /4 - -2 749 foA fNf Y INSPECTION WAS INSPECTED, AND WHETHER THE WORK IS IN CONFORMANCE SHORING Wrf WITH THE APPROVED PERMIT DRAWING AND SPECIFICATIONS. %` PRIOR TO PLACING CONCRETE. IF WATER ENTERS THE SHAFT, IT SHOULD BE PUMPED FROM THE SHAFT PRIOR TO PLACING OF CONCRETE AND REINFORCING. -- 5. DUTIES OF THE GENERAL CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: UNDER NO CIRCUMSTANCES SHOULD CONCRETE BE PLACED IN MORE THAN A. NOTIFY SPECIAL INSPECTOR THAT WORK IS READY FOR INSPECTION AT LEAST 6- INCHES OF WATER. 24 HOURS BEFORE INSPECTION 18 REQUIRED. 13. WHERE CAVING CONDITIONS ARE ENCOUNTERED DURING THE INSTALLATION d B. MAINTAIN ACCESS TO WORK REQUIRING SPECIAL INSPECTION UNTIL IT HAS SEQUENCE, NO FURTHER DRILLING SHALL BE ALLOWED UNTIL THE CONTRACTOR BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL SELECTS A SUITABLE METHOD TO PREVENT GROUND MOVEMENT. INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. 14. SPECIAL INSPECTION, SPECIAL TESTING AND REPORTING AND COMPLIANCE C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT PROCEDURES, IN ACCORDANCE WITH CHAPTER 17 OF THE I.B.C., SHALL BE ca DRAWINGS AND SPECIFICATIONS AT THE JOB SITE. PROVIDED FOR THIS STRUCTURE PER THE FOLLOWING TABLE: D. MAINTAIN JOB -SITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL r d INSPECTOR. s ,r SURCHARGE LATERAL = 100 PSF 6. DEFINITIONS: / A. CONTINUOUS INSPECTION: THE SPECIAL INSPECTOR IS OBSERVING THE WORK WALL T.O. REQUIRING SPECIAL INSPECTION AT ALL TIMES. EXCAVATION PRESSURE _ B. PERIODIC INSPECTION: THE SPECIAL INSPECTOR IS ON SITE AS REQUIRED TO SEE PLAN ACTIVE CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN 35H CONFORMANCE. 7. ALL TIEBACK ANCHORS TO BE PROOF TESTED AT 133% OF THE DESIGN LOAD. T_ vr NOTIFY ENGINEER IF LOADS ARE NOT ACHIEVED. GENERAL UTILITY NOTES: 1. ALL EXISTING UNUSED WATER SERVICES SHALL BE KILLED AT THE MAIN BY THE CONTRACTOR 2. ALL EXISTING UNUSED SEWER LATERALS SHALL BE PLUGGED AT PROPERTY LINE OR FACE OF SHORING BY CONTRACTOR. 1 ALL SEWER LINES THAT ARE OF UNKNOWN SIZE SHALL BE FIELD VERIFIED BY THE PRIME CONTRACTOR AT THE TIME OF CONSTRUCTION AND BE NOTED ON THE FINAL DRAWINGS. 4. CAUTION: ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS. DIG ALERT AND GENERAL CONTRACTOR SHALL LOCATE, POTHOLE, AND DOCUMENT ALL (E) UTILITIES BEFORE CONSTRUCTION BEGINS AND SHALL COORDINATE SHORING PLANS TO AVOID ANY POTENTIAL CONFLICTS WITH ANY AND ALL EXISTING UTILITIES (SHOWN OR NOT SHOWN ON THIS PLAN) W STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS DIVISION OF OCCUPATIONAL HEALTH AND SAFETY (OSHA) TENCHINO/EXCAVATION PERMIT NO: �X CHANGE NO. DESCRIPTION APPROVED I " IIlddE12SNtf owitibG I SRN DATE 0' .. ._ �ftr S n L LU L e u e U u _ _ _ - _ E a• c €XISTI 11IN Gi GRADE 3 �5 3 AC e� K` 1 L SH- I J SCALE. N I s. SOIL j RETAINED LAGGING PER PLAN & ELEVATION EMBEDMENT ELEVATION PER SCHEDULE BOTTOM OF EXCAVATION 4 I CAISSON PER SCHEDULE (f0 = PER NOTES) I ) J� IIAi Ili I I, d Q Lu k g. I �IC J f 0 I I 0 rp 0 a LIJ IL Z A' Z %.A {Ufj 4 LEAN 0 � LU CONCRETE d 4 PER NOTES -Ni STRUCTURAL CONCRETE PER P €rc NOTES d 4 a d Lu %` Ld ° I i 1 � d 4 ca d 3 �5 3 AC e� K` 1 L SH- I J SCALE. N I s. SOIL j RETAINED LAGGING PER PLAN & ELEVATION EMBEDMENT ELEVATION PER SCHEDULE BOTTOM OF EXCAVATION 4 I CAISSON PER SCHEDULE (f0 = PER NOTES) LEAN CONCRETE 3x LAGGING PER ELEVATION SOLDIER BEAM PER SCHEDULE = EXISTING GRADE 4 I Lu Lu SH -1 I 4 LU 0 Lu IL { u LEAN = CONCRETE PER NOTES STRUCTURAL 4 CONCRETE �r PER NOTES I ° I W d ■ 0 1Lu a LL, ui ��LIJ d co W W co co a. u d LLI I 141 d 41: LAGGING PER PLAN & ELEVATION EMBEDVIPNT ELE'vIAT ION PER SCHEDULE Be1T r p mm., M -i SOLDIER BEAM PER SCHEDULE I I CAISSON PER SCHEDULE (f0 = PER MOTES) 2a - r 9 -Al E 5 SH -1 - SCALE: NTS IUJ LiJ -' �iLu In Lu `� LL �a CL LEAN CONCRETE SOIL RETAINED -0 I Y ° . ° P _4 T § 3- 3„s�S2 3x LAGGING PER ELEVATION SOLDIER BEAM PER SCHEDULE 1 , I EUNDEP.GROUND SERVICE ALERT _ - - - - - ° CALL TOLL FREE �°ag - �°' =z� ?� ems€ g;e °-" 3"- '� -�'`'- 9 £a E3Lil 1 -800 4 �3 _ �--- 2 g i __ '�� ?! fir- 5s� �'° 3,s �' ? a � = - ._`'9, � ` 422 -0133 = ° 2 S S SH -1 SCALE: NTS SH -1 SCALE: NTS TWO 44'ORY.R:G GAYS IBEFORE YGII DIG s BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPART:IIE.NT APP OVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT , DRAWN,-' ag,0. Q HL AJ AJ HL CITY OF ENCINITAS CONTROL POINT 1041, ENC -41. PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDEDF APP SHORING PLANS FOR: _ _ W FD. 2" IRON PIPE IN A.C. WITH 2.5' CITY OF ENCINITAS BRASS DISC IN A TURNOUT ON THE HORIZONTAL: NOTED DATE: -// ,/ _ " 2 23 MA CHESTER AVENUE 11828-G � 0 EAST SIDE OF NORTHBOUND HIGHWAY 101. 0.5 1R �Q'._1 -- MILES NORTH OF CHESTERFIELD AND 10 FEET WEST �Iy1'� MASIH MAHER GLENN RUI 11 OF THE NORTH END OF GUARD RAIL VERTICAL: NOTED ! "- - -- - -- R.S.E. NO. 4363__- A• P- N• 11260-402-06, 18, and I J ELEVATION = 73.612' HAM1D LIAGHA EXP. 6-30-14 DATE �4 DATt W PLANNING CASE NO: 07 -167, DR /V /CDP 11 -104 SHEET 4 OF 5 m DATUM: NAVD88 J� IIAi Ili I N Lu Q Lu g. I �IC F- 0 Q Z Z %.A {Ufj 4 0 � LU IIa d 4 LEAN CONCRETE 3x LAGGING PER ELEVATION SOLDIER BEAM PER SCHEDULE = EXISTING GRADE 4 I Lu Lu SH -1 I 4 LU 0 Lu IL { u LEAN = CONCRETE PER NOTES STRUCTURAL 4 CONCRETE �r PER NOTES I ° I W d ■ 0 1Lu a LL, ui ��LIJ d co W W co co a. u d LLI I 141 d 41: LAGGING PER PLAN & ELEVATION EMBEDVIPNT ELE'vIAT ION PER SCHEDULE Be1T r p mm., M -i SOLDIER BEAM PER SCHEDULE I I CAISSON PER SCHEDULE (f0 = PER MOTES) 2a - r 9 -Al E 5 SH -1 - SCALE: NTS IUJ LiJ -' �iLu In Lu `� LL �a CL LEAN CONCRETE SOIL RETAINED -0 I Y ° . ° P _4 T § 3- 3„s�S2 3x LAGGING PER ELEVATION SOLDIER BEAM PER SCHEDULE 1 , I EUNDEP.GROUND SERVICE ALERT _ - - - - - ° CALL TOLL FREE �°ag - �°' =z� ?� ems€ g;e °-" 3"- '� -�'`'- 9 £a E3Lil 1 -800 4 �3 _ �--- 2 g i __ '�� ?! fir- 5s� �'° 3,s �' ? a � = - ._`'9, � ` 422 -0133 = ° 2 S S SH -1 SCALE: NTS SH -1 SCALE: NTS TWO 44'ORY.R:G GAYS IBEFORE YGII DIG s BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPART:IIE.NT APP OVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT , DRAWN,-' ag,0. Q HL AJ AJ HL CITY OF ENCINITAS CONTROL POINT 1041, ENC -41. PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDEDF APP SHORING PLANS FOR: _ _ W FD. 2" IRON PIPE IN A.C. WITH 2.5' CITY OF ENCINITAS BRASS DISC IN A TURNOUT ON THE HORIZONTAL: NOTED DATE: -// ,/ _ " 2 23 MA CHESTER AVENUE 11828-G � 0 EAST SIDE OF NORTHBOUND HIGHWAY 101. 0.5 1R �Q'._1 -- MILES NORTH OF CHESTERFIELD AND 10 FEET WEST �Iy1'� MASIH MAHER GLENN RUI 11 OF THE NORTH END OF GUARD RAIL VERTICAL: NOTED ! "- - -- - -- R.S.E. NO. 4363__- A• P- N• 11260-402-06, 18, and I J ELEVATION = 73.612' HAM1D LIAGHA EXP. 6-30-14 DATE �4 DATt W PLANNING CASE NO: 07 -167, DR /V /CDP 11 -104 SHEET 4 OF 5 m DATUM: NAVD88 CHANGE NO. �_ € KxII i%. j j Lrk a SCALE; 1/8" =1' -0" r c DESCRIPTION APPROVED DATE BENCHMARK SCALE � slpi C"441# ,�yy �1. -10 -h CITY OF ENCINITAS CONTROL POINT 1041, ENC -41. W16x26 1 - - YKSafy I _ .�J_ _ FD. 2" IRON PIPE IN A.C. WITH 2.5" CITY OF ENCINITAS BRASS DISC IN A TURNOUT ON THE HORIZONTAL: NOTED N1 W16x26 y Y� EAST SIDE OF NORTHBOUND HIGHWAY 101. 0.5 14' -0" 30" 87.5' N2 MILES NORTH OF CHESTERFIELD AND 10 FEET WEST 10.0' 14.0' 24' -0" 30" OF THE NORTH END OF GUARD RAIL. VERTICAL: NOTED W16x40 10.5' 14.5' ELEVATION = 73.612' 3011 823 N4 THRU N6 - DATUM: NAVD88 15.0' 26-0" t 4x 1- BACK SLOPE AND SOLDIER BEAMI THIS BAY GRADING PER PER SCHEDULE OTHERS N1 I `4 N5 N6 N7 N8 N9 95.0' '1 i 80.0'- 75.0' - 70.0' CONCRETE CAISSON PER SCHEDULE (NOT TO SCALE) SLOPE AND GRADING PER OTHERS 95.0' - 90.0' 85.0' 80.01 _ 75.0' - 70.0' - 65.0' 3 BEAM MARK SOLDIER BEAM SIZE. 'T LE C Ds 1 EMBED. LENGTH( TOTAL LENGTH( CAISSON O EMBEDMENT "OOD LAGGING W16x26 1 FT.) FT.) (IN.) ELEVATION N1 W16x26 5.0` 9.0' 14' -0" 30" 87.5' N2 W16x40 10.0' 14.0' 24' -0" 30" 82.5' N3 W16x40 10.5' 14.5' I 3011 823 N4 THRU N6 - 11.0' 15.0' 26-0" 36" 825 N7 i 11.5 15.5' 27 -0" 30" 82.5' N8 THRU N9 W16x57 11.51 16.0' 27' -6" } ! 82.5' N10 W16x26 7.5' I I I 30" II - I I I I I 75.0' i I - 70.0' I _ 0 I EMBEDMENT 65.0' ELEVATION PER SCHEDULE sg 1 3 n. IN I WOOD LAGGING PER DETAIL 95:0' 1 85.0' t - ! 80.0' I 75.0' - 70.0' EMBEDMENT - ELEVATION PER 5. SCHEDULE N(?RTH -.ALL cMPO0L -R ° SNORlNU SOLDIER SEAM SCHEDULE BEAM MARK SOLDIER BEAM SIZE. 'T LE C Ds 1 EMBED. LENGTH( TOTAL LENGTH( CAISSON O EMBEDMENT "OOD LAGGING W16x26 L: � 1 FT.) FT.) (IN.) ELEVATION N1 W16x26 5.0` 9.0' 14' -0" 30" 87.5' N2 W16x40 10.0' 14.0' 24' -0" 30" 82.5' N3 W16x40 10.5' 14.5' 25' -0" 3011 823 N4 THRU N6 W16x45 11.0' 15.0' 26-0" 36" 825 N7 W16x50 11.5 15.5' 27 -0" 30" 82.5' N8 THRU N9 W16x57 11.51 16.0' 27' -6" 30" 82.5' N10 W16x26 7.5' 11.5' 19141 30" 86.5' 4X12 BACK -LAG THIS BAY S1 S2 s CONCRETE CAISSON PER SCHEDULE (NOT TO SCALE) SOLDIER BEAM BEAM MARK SOLDIER BEAM SIZE GUT LENGTH ( FT.) EMBED. LENGTH ( FT. ) PER SCHEDULE CAISSON 0 (IN.) EMBEDMENT ELEVATION "OOD LAGGING W16x26 7.5' 12.0' 19' -6" PER DETAIL 86.0' S3 S4 S5 S6 S7 S8 S9 S 28' -6" - - , S4 W16x57 95.0' - -- _. -___._ I 30" 82.0' 90.0' ' 11.0' 15.5' 26' -6" - 82.0' S8 THRU S9 W16x45 7� I _ 85.0' 24 -6" 30" 82.0' S10 - __ 9.5' i 18, and 19 � - 80.01 I L L f - I I I I 75.0' i I - 70.0' _ 0 EMBEDMENT 65.0' ELEVATION PER SCHEDULE sg 1 3 n. IN SOUTH i iNAL� TEMPORARY SH�RI[�� SOLDIER BEAM SCHEDULE BEAM MARK SOLDIER BEAM SIZE GUT LENGTH ( FT.) EMBED. LENGTH ( FT. ) TOTAL LENGTH ( FT. ) CAISSON 0 (IN.) EMBEDMENT ELEVATION S1 W16x26 7.5' 12.0' 19' -6" 30" 86.0' S2 THRU S3 W16x67 115 17.0' 28' -6" 30" 82.0' S4 W16x57 11.5' 16.0' 27' -6" 30" 82.0' S5 THRU S7 W16x50 11.0' 15.5' 26' -6" 30" 82.0' S8 THRU S9 W16x45 10.0' 14.5' 24 -6" 30" 82.0' S10 W16x26 5.0' 9.5' SPECIAL DISTRICT APPROVAL uw,vHL /AJ,. urthAi o HL ENGINEERING DEPARTMENT APPRO PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEND D APP DATE: '-!'-'" - - - - -- R.S.E. N0. 4363____.___ MASIH MAHER GLENN RUI - -- -- HAMID LIAGHAT -- - 781 -14 EXP. 6-30-14 DATE DATE =° M VALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRA?YII fG NO. Q ` SHORING PLANS FOR: 21 3 ANCHES? • R AV NUE 11828-G C A.P.N. #260- 402 -06; 18, and 19 � L L PLANNING CASE NO: 07 -167, DR /V /CDP 11 -104 SHEET 5 OF 5 M