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2013-11828 G (Plans) (3)RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING AON SprNFORO 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 ^" "'MKT RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP 24 HOURS A DAY. ACTIVITIES 0WNER/PERXTTEE >- WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF ��" b$S- I$Ib CONCRETE WASHOUT: (.ML q�,5 {(E WG THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. WORKERS FOR EMERGENCY WORK SHALL BE MADE CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE AVAILABLE NECESSARY ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO 2123 MANCHESTER AVENUE ALL DRAINAGE NOTE C NVENIENT LOCATIONS I TO FACILITATE RAPID PCONSTT CONSTRUCTION OF TEMPORARY EMPORARY T WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO ARDIFF BY THE SEA, CA 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 402 -06,A 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. c+ 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. EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. MAP THEREOF NO. '1334, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY 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 REVISIIONSOTHEREFROM OSHALL BE APPROVEDWIBY ANY CHANGES ENGINEER OR ARE POTENTIALLY UNSAFE. BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, OWNERS CERTIFICATE PRIOR TO ANY REQUEST FOR INSPECTION. 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. CONSTRUCTION SITE. CONTRACTOR SHALL P TO ROTECT NCHANNELSSFA AGAINST D THE 2010, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING 9 ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CON TA IN 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. L�'jddtJ �YI°M BAST Counr(�( S' ®�G Lo�Sdh t'. EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL SIGNATURE: ®� -- DATE: [[O�k'ikw (Ax 6N iff O 'i rvit A'r00/ I°MYL. dE`aD"CS, AFTER EACH RAINFALL. OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS �IfUGIr (OJOLQMAN i ROVA P RMITS OR ANY NSTRUCTION WITHIN UNNECESSARILY; THEY HELP DECREASE EROSION. PUBLIC RIGHT OF WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION 0i L 06R.t, WITH IMPROVEMENT PLANS. STORMWATER POLLUTION CONTROL POST TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION DATE 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. CONSTRUCTION BMP /IMP NOTES IMMEDIATELY IS NOT FOR EROSION PROPOSED CONTOURS 255 EXISTING BE PREVENTED BY P ANTINGDFASST- GROWNG ANNUAOLLAND POERENNALOGRASSESLL MIw PA19 plty. e ft*vfic 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO EDGE OF PAVEMENT TO SHIELD AND BIND THE SOIL. CENTERLINE PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND SOILS ENGINEERS EXISTING WATER MAIN GRADING ACTIVITIES ARE COMPLETE. CERTIFICATE EXISTING PRIOR TO GRADING. AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET LOCATION SHOWN, CONTRACTOR TO VERIFY 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. I, m*Mk000 S. pfAuo,A REGISTERED CIVIL ENGINEER IN THE STATE OF Al-s MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL EXISTING CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. ON -SITE CONSTRUCTION MATERIAL STORAGE MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL 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 l &e 2017} ONE COMPLETE DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER 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_h&I{ l� 2017 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 A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CON�bUCTED BETWEEN 4. NO DRAINS SHALL BE INSTALLED IN HANDSCAPE, DRIVEWAYS, OR ANY OTHER AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE 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 CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN BEEN INCORPORATED IN THE GRAD G PLANS AND SPECIFICATIONS. CITY RECOGNIZED HOLIDAYS. IMP /BMP. INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT , pR� SIGNED: .nom 4 _ O BARRIER AROUND THE PERIMETER AT ALL TIMES. _ �U 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP BMP AREA / RCE NO.: C•�• Z % ®4 OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT TRAINING: _ -- - -- - --- '-- - - - - -- CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF GE 2704 EXP. DATE: l2 3l° 1� WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING 760 633 -2770. ( ) 6. ALL STORMWATER IMP BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR / ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES _ _______ ____ __ EXP / a� Or 1501 C Sort CoNSvoreftoP /NG. * 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 PWA A•ijp �Nbra6Eltlaf0, (o425, iktfl-m'( go., Surra "x" �a C11N� �a�P CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. or CA0 I 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: - - HAULING OPERATION. 8. ALL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL STATEMENT OF ENGINEER OF WORK EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY 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 ' EE GRADED CERTIFICATION" SHALL B PROVIDED STATING: "THE GRADING ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK R 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 THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED 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 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 THE 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 OPERATIONS STATE THAT IANDOTESTS VEGETATION CAN TO BANDFILLCOR AGENCY AND EMPLOYMENT AND ARISING OUT OF NBY OBSERVATIONS WERE HIMEOR SUPERVISION SAN DIEGUITO WATER DISTRICT NOTES E DSPOSEDCOFLASLH HAZARDOUS WASTE.BFORAKEN HEHIWORKEPERFORMED THHEEENGIN ENGINEER. AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS ACCEPTABLE FOR THEIR INTENDED USE. 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE COMMITTEE (WASC). POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND BY: 1'�° SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING 2, REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE RECYCLING RECEPTACLES AROUND THE SITE. STEVEN R. JONES DATE PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL 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 - NONEXISTENCE 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 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE INLETS ON PERVIOUS SURFACES. SHALL BE PLACED ACCORDANCE WITH STANDARD SPECIFICATION. PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, RCE 65124 ALL VEGETABLE MATT TER 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. FIRM L12 GROUND. IODEPOAR EARTHWORK DATA SCARIFIED TO A DEPTH OF INCHES AND THEN COMPACTED TO ABMINIMUM 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO AND REEQUIREMENITSTPLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF 90 PERCENT. IT SHALL BE THE CONTRACTORS 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 OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE 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 Y lcwl l 1 1r1Ly.0 NOT TO SCALE LEGEND S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS PROPERTY BOUNDARY DATE EXISTING EASEMENT --- - - - - -- PROPOSED CONTOURS 255 EXISTING CONTOURS MIw PA19 plty. e ft*vfic EXISTING EDGE OF PAVEMENT CENTERLINE - EXISTING WATER MAIN - - - -W W EXISTING WATER MAIN - -S S EXISTING SEWER LATERAL (APPROXIMATE -- n LOCATION SHOWN, CONTRACTOR TO VERIFY EXACT LOCATION PRIOR TO CONSTRUCTION) EXISTING WATER SERVICE EXISTING FENCE -X- 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 ======E1 4'X4' ROCK DISSIPATOR ualy HATCHED AREA REPRESENTS LANDSCAPED TREATEMENT AREA FOR BEST MANAGEMENT PRACTICE TO BE CONSTRUCTED TO 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. N 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 Q U TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. COMMENCEMENT OF WORK: POFESSjpN qG 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL A. SEWERS - CSD - (760)- 633( -2770 �O R. q� BE ONTRACTOR DSO PILED TORLE OTHERWISE AREASDISPOSED THAT HA OFF VE BEEN SITE CLEA ED THE WITH BE USED CALIFORNIA THESTATE CONS RUCTION OR REPAIR AB-1953 IS POTABLE REQUIRING WATER SYSTEEM NO-LEAD ECTIVEBRASS C. WATER ELECTRIC SAN DIEGUITO WATER6DISTR38T- 6120800- 227 -2600 SHEET INDEX �� 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 r-, 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 m Z ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH SHEET NO. 3 EROSION CONTROL PLAN Exp. 09/30/15 a STANDARD 0 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 A-, 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 J1, THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. OQ 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- EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IMPERVIO US AREA WILL BE SUBJECT TO REJECTION AND REMOVAL. O PPOVE IN PLACE DURING OTHERWISE. NO GRADIING,REXCAOVATIONE ORSDISTUR ANCEAOFRCIITYDTREE 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. �L�S 577 SECOND STREET EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, C ENCINITAS, CA 92024 IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL PH (760) 230 -6025 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK 1 �w Sillp Q 2E 11 -18 ! 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 EAST SIDE OF NORTHBOUND HIGHWAY 101. 0.5 MILES NORTH OF CHESTERFIELD AND 10 FEET WEST OF THE NORTH END OF GUARD RAIL. ELEVATION = 73.612' DATUM: NAVDBB MIw PA19 plty. e ft*vfic A4.06on 14 (mijelLsvilf V oR4F. QV ( r0 soua EAIGlNmR. UPOA•(e IV /7 -/ _ FAX (760) 230 -6026 SCALE AS - 6u t l'i" A. FR,C ®/Al -S HORIZONTAL: 1" = 20' VERTICAL: 1" = 10' %TRY f_N N0.Il oars. c ATE SIGN r DATE S DA E SIGN DATE SIGN SIGNATURE EXPIRES 2 YEARS AFTER DATE RQF ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. PLANS PRE ARED UNDER THE SUPERVISION OF RECOMMENDED Sl(W APP V GRADING PLAN FOR: °�- DATE: �T -2 III /_.,Q o (2123 NCHESTER AVENUE 11828-G R.C.E. NO. 65124 MASIH MAHER GLENIJ iR IM A.P.N. #260- 402 -06, 18, and 19 S EVEN R. O S 71- _- -. -Qj1 14 7 e" O EXP. 9 -30 -15 DATE DATE 11PLANNING CASE NO: 07 -167, DR /V /CDP 11 -104 SHEET 1 OF 5 V \ \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 R1 PROPOSED SIDEWALK PER SDRSD G -7 ❑2 REMOVE EXISTING FENCE ❑3 REMOVE RETAINING WALL R4 TREES TO BE REMOVED (TYPICAL) ❑5 DISTRICT TO INSTALL 1" WATER SERVICE PER WAS #WS -09, WC -17, L� AT OWNERS EXPENSE L3, © 4 PVC SEWER LATERAL W /CLEANOUT AT PA PER SDRSD SS -01 ❑7 ETAINING WALL PER SDRSD C -2 (MASONRY) R8 STORMWATER QUALITY VEGETATED SWALE (SEE DETAIL THIS SHEET) ❑9 EXISTING WALL AND FENCE TO REMAIN 10 2' WIDE CURB OUTLET PER SDRSD D -25 11 4" ASPHALT CONCRETE OVER 6" CLASS II BASE 12 3' WIDE CONCRETE RIBBON GUTTER PER SDRSD G -12 13 4" STORM DRAIN PIPE WITH 6 "X6" AREA DRAINS 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 STAIR LANDING E DRAIN D SUMP/PUMP 18" 00 FIBERGLASS SUMP WITH TSUMURI PUSERIES 1/2 P SUP /PUMP WITH BATTERY BACKUP OR EQUIVALENT 18 EXISTING CURB TO REMAIN. REPLACED IF DAMAGED DURING CONSTRUCTION EXISTING PRIVATE 19 PROPOSED LANDSCAPE AREA STORMWATER MAINTAINENCE AGMT. REC. s)�1�'i, 2014 AS FILE-NO. 2014 - 01.Tg3 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. L s 573 SECOND STREET ENCINITAS, CA 92024 � PH (760) 230 -6025 I l_•sl FAX (760) 230 -6026 CHANGE NO. DESCRIPTION APPROVED DATE 1 NO KIP CH*vloe S 11-IS-11 D1SEIIAW PAR 96l1•eAA11146 Im•M I 11, 1 14 OW►ieRSMIP elumbe tariff. 4016 I .'a..l IBS G. GRADING AND DRAINAGE L4] 15' / 20' 20' // EX. 6" AC PER SDWD WO -6415 cn /p�0 -13LOCK59 MAP NO. 1334 \ EX. SDG &E ELECTRIC r8lll 92.25TW 93.54TW .- ` AN 260- 402 -13 8924BW 9173BW LOTS TW /EX- 94.4® p "C�EA/L 89.1OTC 0FS 11159'21? ' OE BW /EX =93.3 100.00' u / BW X =95.96 0S ` 6�S > 7 g 93.88E -�, cn ► 92,Y6T1J 4.5' s -w - - - \S 1,8% \ S7.3 8 a I .0% ID 19 5 LFS W \ 15 8%10TW - ro L =55' 0 16 \ 69.10Bw - -- - 82. BW �� 1 ®s. a% 89�DTw I lxil oa�rn/ o % 15% 1 . 1 30% 1 17 82 401E l 88.74FS ❑ sssoB _� a1saE 93.25FF B 4 o T 16' 0 FIBERGLASS 1ST FF = 93.25 94.25FS EX. SEWER 1 � 88,6-ITC IE =6T.oq 1% 7 $BAVW SUMP w/PUMP BASEMENT FF = 83.251 2.0, 5% 77.441E f 88.17FL 1.4,° 87.25tS 8 82.408W i9.00EG PAD = 82.55 GARAGE FF83-5�•_5 32• 6 TW N`�] 88.55FS' o a ` 8 AIR 86.40FS EiPN 260- 40i+ -19 �2.�' / E: 1 IN S I6>aW `� - .:. 16% 2 5% 90.901E 6:92.31 1 1 ,4 EX. SEWER 86.501E E:91.o6 LOT 44 92.00FS 5 8 43`FS \ IE =78. 51 L2271 S% �5% 7. 77.301E s L N5921'43 "E 100.00' sa FS - 8814FS �• % c 3.0% 7 R P.S. 5 3 =93.87 2.2 5% 15 .0 % 21 IE =78.5 6 ,OFS 91.65TW 1ST FF = 93.25 94.25FS I /�> FS c, 6 0 877 L 0.1 ° bFL- 86.40BW BASEMENT FF = 83.25 10 88.0 FS 1 ".11TW PAD = 82.55 Y 1 N h19 I o \' 15i% 3.8% 18 0 FIBERGLASS GARAGE F 25 u 5% 333'6w UMP w /PUMP 1 % I 6. a0G AM 260-402-48 PAD t1 a \n ®86.00FL 86.5 BW 9%E LOT 43 31io �'1SS� E: 3.111 87.61 FS Y " pUTLET 17 6' AREA DRAIN 93.25FF I yRAINEA A I Sro 3 E =8:� E z. 13 TG A 5% 15 / 6. • 87,58TC \ 85.801E s �i 9190 _:_ -- 86.131 2^~ 78 2tFL $3.33 W 4° (?VC S =2Tmin., L =50' 9359ES 941 S 5 EX. SEWER 87.58FS a-$ _ _ 76.801E O!0 #0% 93.11 F5 � 93.94 u ° $1.71E 1 0.80 0.S. i 2,0% 9.13FS 3.0% 86.58FS 6.2% P OuT1.ET a a 90.84FS 7.0% 100.00' h 66.60Tw N59 21 '44 "E :q3.y 93.79 S 15 3 S 92.40FS 93.00FS ®.S. Lfl1% 6 18 0 " 866.60BW 1.37. 5.0% 15% 8.5 86.73FS - 91 >♦t>T1 "- 1ST FF = 92.84 1 GARAGE FF = 84 3 (PVC Our % 8 W&6PNOLE 86.70BW t FIBERGLASS'\ BASEMENT FF = 82.841 PAD = I 6�FS 15% SUMP SUMP W/PUMP PAD = 82.14 i A 9�' 29 1 - %- LOT 42 y 2 0% 2.0 5 07 159 7.5 �? 85:60FL 87.64 Tw 6a.00TC 1 8b.y ;FS_ -7 I 3.y38v 79.001E APN 260.- 402-06 93.84FS ° g 11 G.OWMI J, ❑ ��tG ji EA 6 9 3• 8b.3yITC Y1PE - R 92.84F.5. TG ps 8E�,9`?9 N 85.M 10 o 82.00BW 4 PVC, 5 2Xrnin., L =50':E 16 5.0% s 15' ' 5 86.38TS . 1 2.47. �7 2 92,53FS 2.0% 9271 FS 3.4% LL 93.64 19 5 W 85.88BS o•4 0 48F8 65.b6TC 8:81 Fs 13 N59'21'46 "E 100.00' f 85.35Fl. 9 9 B FS= 93.8 =93.8 e BW /EX= 9,1.70 BW /EX =93.68 B 9ATW /EX =95.67 85.68fS g 89.91 FS e e9 TW /EX =93.65 TW /EX =95.2 :fF 60.33 � FS $ BW /Ex= 91.45� APN 261-062-01 e TW /EX =91.18 1.sicfS SEE SHEETS 4 AND 5 FOR \ SHORING INFORMATION .. BENCHMARK SCALE As-, 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 NORTHBOUND HIGHWAY 101. 0.5 EN41NE MILES NORTH OF CHESTERFIELD AND 10 FEET WEST OF THE NORTH END OF GUARD RAIL. VERTICAL: 1 = 10 ELEVATION = 73.612' „ DATUM: NAVD88 OnrF •r� olke ucoauncu D,. unHnry DT. UnCUNIZU DT. ENGINEERING DEPARTMENT SCE PLANS PRE ARED UNDER THE SUPERVISION OF RECOMMENDED APP l lA DATE: "1 Z - l4 /l/1 • / `� fimrw amt) sit �' R.C.E. NO. 65124 MASIH MAHER GLEN PR IM L STEVEN R. 0 S - 7/Q 4" 9 /2 '! asps( 4, 16 - EXP. 9 -30 -15 DATE - ° DATE E E 10" Em X - EXISTING > WOOD FENCE 6' 4" MIN. E NOTE BELOW !8' IN O O OO "N O O O O 6 MI 3/4" CRUSHED * 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP 'SANDY LOAM" SOIL MIX WITH ND MOPE THAN 5% CLAY CONTENT. TIE MIX SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDWOOD MULCH ANO 20 3D% TOPSOIL. NOTE: VEGETATED MALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK DAMS TO LIMIT THE SLOPE OF THE SWALES TO 2.5% UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES. NOTE: NO FILTER FABRIC OR LINER IS TO BE USED IN THIS SECTION VEGETATED SWALE STORMWATER GUALITY I P /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 LIGHTWELL ENTERING I 6" MIN. LOT 42 GARAGE FF =93.84 LOT 43 & 44 GARAGE FF =94.25 aoo S =2% MIN. ELL FF =82.84 EMENT FF =83.25 SECTION B 4" PVC OUTLET, DRAIN TO STAIRW SUMP /PUMP LOT 42 BASEMENT LOT 43 & 44 BAS 15' ALLEY 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 L 0 I- 09 C C L P,, Ip I VALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR: � E MANCHESTER AVENUE 11828-G 0 A.P.N. #260- 402 -06, 18, and 19 C PLANNING CASE NO: 07 -167, DR /V /CDP 11 -104 SHEET 2 OF 5 : GRAPHIC SCALE 1" =10' 0 10 20 30 I EROSION CONTROL PLAN 'ra r O � BLOCK 59 MAP NO. 1334 APN 260-402 --13 - - Z 9 LOT 45 L ? N5971'42'E 100.00' APN 260- 402-19 o LOT 44 ° 0010 °0o I m i p W o p I ` \ APN 260 -- 402 -18 8 LOT 43 O _ - - 2 o � t � I 1961 E � 260- 402-06 ti < < < G C( � ,LOT 42 I 1 a °- I - - .A 5.' � BV FS= 93.8 =93.8 \ BW /EX N=91 9�1'46'E 10000 V EX =934 ,G,' TW /EX =94.2 261 - EX =952 .sp BW /EX =91.45 \ w a TW /EX =91.8 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND - ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. FILTER FABRIC �P(� _ WIRE _ DETAIL SILT FENCE NTS 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 NORTHBOUND HIGHWAY 101. 0.5 MILES THE NORTH END 0 GUARD RAID 10 FEET WEST OF G VERTICAL: 1" = 10' ELEVATION = 73.612' DATUM: NAVD88 GAP BETWEEN BAGS Mµ ACTS AS SPILLWAY DETAIL GRAVEL BAGS 9�Z4-/8 (L PATE X- zr z EA NOTE. CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE A u -a ae- ° ° °d e ° a d e ° a w ° e$ ° e WIDTH AS REQUIRED J e e ° ° ° e d TO ACCOMODATE Q ° ° e ° ANTICIPATED TRAFFIC ° °e A 44 ° a ° e e a ° 4 e° e A 5' RADIUS j 20' MINIMUM COARSE AGGREGATE FILTER FABRIC ° e rORIGINAL GRADE a eQ e ° 1' MIN., UNLESS OTHERWISE SPECIFIED BY CITY ENGINEER SECTION A -A CONSTRUCTION ENTRANCE NTS NTS UGAl U1YCU GT: UNARIN OT: UMCLNCU CT: ENGINEERING SRJ SRJ CE PLANS PREP ;CER THE SUPERVISION OF RECOMMEN ®E4 DATE: 1-2-1+ ! 1l_Ifl� m STEVEN R. J S R.C.E. N0. 65124 MASIH MAHER EXP. 9 -30 -15 DAAT� �� I Io 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 HE 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. 8. 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 CONSTRUCTION ENTRANCE LLLLLLLLL LLLLLLLLL SAND /GRAVEL BAGS (2 HIGH) 00000000 SILT FENCE (IF NECESSARY) X X HYDROSEED SLOPE PROTECTION .�� EROSION CONTROL �Q 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT 0CW SANFOIiO 0- 7W 057- 6816 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. w 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED ti GRADING PLAN SHALL BE INCORPORATED HEREON. z 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY O FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. pQPOFRSSID�q� 9. ALT THE OENDBOF EACHEWORKINGVDAY WHEN THE FIVER(5)NDAYARAIN O 9 �vQ�J�N vO,L Fy PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT H AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 0 w No. 65124 m 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE Exp. 09/30/15 a EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH 1 PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 s'T OF THE EROSION AND 4 CIVIC- P�tiP OF CALIFORNIA DEPARTMENT rEOF CONSERVATIONDBOOK OF THE STATE OF CA�IF� I CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ROSION CONTROL PLAN FOR: H MA TE AVENUE 11828-G A.P. #260-402-062 18, and 19 U PLANNING CASE NO: 07 -167, DR /V /CDP 11 -104 SHEET 3 OF 5 COASTAL LAND SOLUTIONS, INC. L C S \ 573 SECOND STREET ENCINITAS, CA 92024 1 PH (760) 230 -6025 1 _s FAX (760) 230 -6026 CHANGE NO. DESCRIPTION APPROVED DATE A Towlidackep ewltafor fRU 11 -IR. I EROSION CONTROL PLAN 'ra r O � BLOCK 59 MAP NO. 1334 APN 260-402 --13 - - Z 9 LOT 45 L ? N5971'42'E 100.00' APN 260- 402-19 o LOT 44 ° 0010 °0o I m i p W o p I ` \ APN 260 -- 402 -18 8 LOT 43 O _ - - 2 o � t � I 1961 E � 260- 402-06 ti < < < G C( � ,LOT 42 I 1 a °- I - - .A 5.' � BV FS= 93.8 =93.8 \ BW /EX N=91 9�1'46'E 10000 V EX =934 ,G,' TW /EX =94.2 261 - EX =952 .sp BW /EX =91.45 \ w a TW /EX =91.8 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND - ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. FILTER FABRIC �P(� _ WIRE _ DETAIL SILT FENCE NTS 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 NORTHBOUND HIGHWAY 101. 0.5 MILES THE NORTH END 0 GUARD RAID 10 FEET WEST OF G VERTICAL: 1" = 10' ELEVATION = 73.612' DATUM: NAVD88 GAP BETWEEN BAGS Mµ ACTS AS SPILLWAY DETAIL GRAVEL BAGS 9�Z4-/8 (L PATE X- zr z EA NOTE. CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE A u -a ae- ° ° °d e ° a d e ° a w ° e$ ° e WIDTH AS REQUIRED J e e ° ° ° e d TO ACCOMODATE Q ° ° e ° ANTICIPATED TRAFFIC ° °e A 44 ° a ° e e a ° 4 e° e A 5' RADIUS j 20' MINIMUM COARSE AGGREGATE FILTER FABRIC ° e rORIGINAL GRADE a eQ e ° 1' MIN., UNLESS OTHERWISE SPECIFIED BY CITY ENGINEER SECTION A -A CONSTRUCTION ENTRANCE NTS NTS UGAl U1YCU GT: UNARIN OT: UMCLNCU CT: ENGINEERING SRJ SRJ CE PLANS PREP ;CER THE SUPERVISION OF RECOMMEN ®E4 DATE: 1-2-1+ ! 1l_Ifl� m STEVEN R. J S R.C.E. N0. 65124 MASIH MAHER EXP. 9 -30 -15 DAAT� �� I Io 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 HE 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. 8. 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 CONSTRUCTION ENTRANCE LLLLLLLLL LLLLLLLLL SAND /GRAVEL BAGS (2 HIGH) 00000000 SILT FENCE (IF NECESSARY) X X HYDROSEED SLOPE PROTECTION .�� EROSION CONTROL �Q 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT 0CW SANFOIiO 0- 7W 057- 6816 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. w 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED ti GRADING PLAN SHALL BE INCORPORATED HEREON. z 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY O FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. pQPOFRSSID�q� 9. ALT THE OENDBOF EACHEWORKINGVDAY WHEN THE FIVER(5)NDAYARAIN O 9 �vQ�J�N vO,L Fy PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT H AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 0 w No. 65124 m 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE Exp. 09/30/15 a EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH 1 PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 s'T OF THE EROSION AND 4 CIVIC- P�tiP OF CALIFORNIA DEPARTMENT rEOF CONSERVATIONDBOOK OF THE STATE OF CA�IF� I CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ROSION CONTROL PLAN FOR: H MA TE AVENUE 11828-G A.P. #260-402-062 18, and 19 U PLANNING CASE NO: 07 -167, DR /V /CDP 11 -104 SHEET 3 OF 5 INSTALLATION PROCEDURES: CONSTRUCTION PROCEDURES 1. SOLDIER BEAM CONSTRUCTION: 1.1 LAY -OUT AND DRILL THE HOLE DIAMETER AND DEPTH AS INDICATED IN THE DRAWINGS. 1.2 PLACE THE SOLDIER BEAM APPROXIMATELY IN THE CENTER OF THE HOLE. 1.3 PLACE A MINIMUM OF 2,500 PSI CONCRETE FROM THE BOTTOM OF THE HOLE TO THE BOTTOM OF THE PROPOSED EXCAVATION. 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 BLENDED WITH SOIL AND WATER WITHIN THE HOLE TO CREATE A CONCRETE SLURRY IN THE TOE SECTION. 1.4 PLACE LEAN CONCRETE (1 SACK MIX) FROM THE BOTTOM OF THE PROPOSED EXCAVATION TO EXISTING GRADE. 2. LAGGING PLACEMENT: 2.1 INSTALL LAGGING AND BACKFILL IN 5' MAXIMUM INCREMENTS. 2.2 PRIOR TO EXCAVATING THE NEXT INCREMENT OF CUT, THE LAGGING MUST BE COMPLETELY INSTALLED INSURING BEARING BETWEEN THE CUT SOIL & WOOD LAGGING, BY COMPACTING SAND, GRAVEL, COMPACTED SOIL, SLURRY OR GROUT BEHIND THE LAGGING AS PER INDUSTRY STANDARDS. 2.3 GAPS BETWEEN LAGGING SHALL NOT EXCEED 1" MAXIMUM. IF GAPS EXCEED 1" MAXIMUM, PACK GAPS WITH NON - SHRINK GROUT. SPECIAL INSPECTION AND TESTING PROGRAM TYPES OF WORK CONTINUOUS PERIODIC COMMETNS SOILS GRADING AND EXCAVATION IL X BY GEOTECHNICAL ENGINEER SOLDIER PILES COMPLETE INSTALLATION X J BY GEOTECHNICAL ENGINEER STRUCTURAL WELDING FILLET WELDS X FOR ANGLE IRON, IF REQUIRED STRUCTURAL CONCRETE MAKING TEST CYLINDERS a NOT REQUIRED FOR LEAN CONCRETE TIEBACKANCHORS COMPLETE INSTALLATION X - u BY GEOTECHNIGAL ENGINEER SPECIAL INSPECTION PROGRAM FOOTNOTES: PROVIDE SPECIAL INSPECTION, SPECIAL TESTING, REPORTING AND COMPLIANCE PROCEDURES ACCORDING TO CHAPTER 17 OF THE CALIFORNIA BUILDING CODE 1. SPECIAL INSPECTOR QUALIFICATIONS: DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION IN QUESTION. 2. PRIOR TO THE BEGINNING OF CONSTRUCTION, REVIEW THE SPECIAL INSPECTION REQUIREMENTS WITH THE ENGINEER, BUILDI NG OFFICIAL, GENERAL CONTRACTOR AND SPECIAL INSPECTORS. 3. DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED TO: A. OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS. BRING DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE GENERAL CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER AND TO THE BUILDING OFFICIAL. B. FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, ARCHITECT, ENGINEER, GENERAL CONTRACTOR AND OWNER IN A TIMELY MANNER. C. SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED, AND WHETHER THE WORK IS IN CONFORMANCE WITH THE APPROVED PERMIT DRAWING AND SPECIFICATIONS. 5. DUTIES OF THE GENERAL CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: A. NOTIFY SPECIAL INSPECTOR THAT WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE INSPECTION IS REQUIRED. B. MAINTAIN ACCESS TO WORK REQUIRING SPECIAL INSPECTION UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT THE JOB SITE. D. MAINTAIN JOB -SITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. 6. DEFINITIONS: A. CONTINUOUS INSPECTION: THE SPECIAL INSPECTOR IS OBSERVING THE WORK REQUIRING SPECIAL INSPECTION AT ALL TIMES. B. PERIODIC INSPECTION: THE SPECIAL INSPECTOR IS ON SITE AS REQUIRED TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE. 7. ALL TIEBACK ANCHORS TO BE PROOF TESTED AT 133% OF THE DESIGN' LOAD. NOTIFY ENGINEER IF LOADS ARE NOT ACHIEVED. SHORING STRUCTURAL NOTES 1. THE GOVERNING CODE IS THE 2010 CALIFORNIA BUILDING CODE 2. ALL TEMPORARY EXCAVATION SHORING HAS BEEN DESIGNED FOR THE FOLLOWING LOADS, UNLESS NOTED OTHERWISE: CONSTRUCTION LIVE LOAD: 100 PSF LATERAL PRESSURE (SURCHARGE) WIND: TEMPORARY SHORING NOT DESIGNED FOR WIND FORCES SEISMIC: TEMPORARY SHORING NOT DESIGNED FOR SEISMIC FORCES 3. SUB - SURFACE DESIGN: ALL SUB - SURFACE DESIGN PARAMETERS USED FOR THE SHORING DESIGN ARE BASED ON RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT(S): 3.1. REPORT TITLE: "PRELIMINARY GEOTECHNICAL INVESTIGATION, 3 PROPOSED SINGLE FAMILY RESIDENCES, 2123 MANCHESTER AVE" 3.2. DATED: MARCH 18, 2010 3.3. DESIGN PARAMETERS: SEE PRESSURE DIAGRAM GENERAL 1. THESE DOCUMENTS DEPICT CONSTRUCTION OF TEMPORARY SHORING REQUIRED TO CONSTRUCT THE DEVELOPMENT ON MANCHESTER AVE. THE WORK INCLUDES DRILLING HOLES, INSTALLING SOLDIER PILES AND INSTALLING TIMBER LAGGING. 2. UNLESS OTHERWISE NOTED, MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN SHALL BE THOSE CONFORMING WITH THE VERSION OF THE APPLICABLE SPECIFICATION OR CODE MOST RECENTLY ADOPTED BY THE PERMITTING AUTHORITY. 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS. AND CONDITIONS AND VERIFY ALL DIMENSIONS AND ELEVATIONS RELATIVE TO THE EXISTING . STRUCTURE(S). 4. ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS', SUBJECT TO REVIEW BY THE STRUCTURAL ENGINEER OF RECORD. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING SITE RECORDS OF EXISTING UTILITIES AT UTILITY COMPANY OFFICES AND THE OFFICE OF THE CITY ENGINEER TO DETERMINE CONDITIONS UNDER WHICH WORK:WILL BE PERFORMED. 6. THE CONTRACTOR SHALL FORMULATE THE CONTRACTOR'S OWN CONCLUSIONS AS TO THE EXTENT OF EXISTING SUB - SURFACE CONSTRUCTION. NOT ALL UTILITES AND SUB - SURFACE CONSTRUCTION ARE SHOWN ON THESE DRAWINGS. CONTRACTOR HAS FULL RESPONSIBILITY TO AVOID SUB - SURFACE UTILITIES AND CONSTRUCTION. 7. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND SHALL NOTIFY THE STRUCTURAL ENGINEER OF RECORD OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION. 8. DURING SHORING, OTHER CONSTRUCTION WORK MAY BE IN PROGRESS. THE CONTRACTOR SHALL BE AWARE OF OTHER WORK BEING PERFORMED AND SHALL COORDINATE HIS WORK WITH OTHER WORK IN PROGRESS, INCLUDING WORK IN PUBLIC RIGHTS -OF -WAY. 9. ELEVATIONS SHOWN FOR TOP -OF- SHORING ARE APPROXIMATE. TOP -OF- SHORING ELEVATION IS TO BE COORDINATED WITH FIELD CONDITIONS. GROUND SURFACE ELEVATIONS MAY BE EXISTING OR REPRESENTATIVE OF EXCAVATED OR FILLED GRADES. ELEVATIONS SHOWN AT THE EXCAVATION LEVEL ARE THE APPROXIMATE DEPTH OF EXCAVATION FOR THE FOUNDATION ADJACENT TO THE SHORING. 10. THE PRIME CONTRACTOR AND SUB - CONTRACTORS ARE RESPONSIBLE FOR THE CONSTRUCTION PROCESS AND SAFETY OF THE WORKERS. THIS INCLUDES, BUT IS NOT LIMITED TO, THE CONSTRUCTION SEQUENCE, TEMPORARY HAND RAILS, EXCAVATION ACCESS AND BARRIERS. IT ALSO INCLUDES LIFTING OF MATERIALS AND CONSTRUCTION EQUIPMENT INTO AND OUT OF THE EXCAVATION, TEMPORARY SHORING OF EXCAVATIONS AND STABILITY OF ALL TEMPORARY EXCAVATIONS AND CUT SLOPES. 11. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE APPLIED, PLACED, ERECTED OR INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 12, CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF THE SOLDIER PILES. SOLDIER PILES SHALL BE DRILLED TO DIMENSIONS SHOWN ON THE SHORING PLANS. SHAFTS SHOULD BE CLEANED AND FREE OF LOOSE SLOUGH PRIOR TO PLACING CONCRETE. IF WATER ENTERS THE SHAFT, IT SHOULD BE PUMPED FROM THE SHAFT PRIOR TO PLACING OF CONCRETE AND REINFORCING. UNDER NO CIRCUMSTANCES SHOULD CONCRETE BE PLACED IN MORE THAN 6- INCHES OF WATER. 13. WHERE CAVING CONDITIONS ARE ENCOUNTERED DURING THE INSTALLATION SEQUENCE, NO FURTHER DRILLING SHALL BE ALLOWED UNTIL THE CONTRACTOR SELECTS A SUITABLE METHOD TO PREVENT GROUND MOVEMENT. 14. SPECIAL INSPECTION, SPECIAL TESTING AND REPORTING AND COMPLIANCE PROCEDURES, IN ACCORDANCE WITH CHAPTER 17 OF THE LB.C., SHALL BE PROVIDED FOR THIS STRUCTURE PER THE FOLLOWING TABLE: 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. 3. 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) STATE OF CALIFORNIA WEPARTMENT OF '' 11VISION OF OCCUPATIONAL HEALTH TENCHIING/EXCAVATION 4 T.O. EXCAVATI C SEE PLAN WR 1m TIMBER LAGGING 1. THE CONTRACTOR SHALL EXCAVATE THE WALL FACE AND INSTALL THE LAGGING IN SUCH A MANNER AS TO MAINTAIN A SAFE WORK PLACE AND AVOID EXCESSIVE SLOUGHING AND OVERBREAK. AS A MINIMUM, PRIOR TO PLACING THE SUBSEQUENT SET OF TIMBER LAGGING, DO NOT EXCAVATE MORE THAN 5' BELOW THE CURRENT DEPTH OF LAGGED WALL FACE. BACK FILL ANY VOIDS BEHIND LAGGING WITH ONSITE SOILS, GROUT OR SLURRY. LAGGING SHALL BE ROUGH SAWN DOUGLAS FIR -LARCH (OR HEM -FIR), GRADE NO. 2 LAGGING. 2. TIMBER LAGGING IS REQUIRED TO BE PRESSURE TREATED WITH AGO FOR TEMPORARY SHORING IN CITY ROW. STRUCTURAL STEEL AND MISCELLANEOUS IRON 1. STRUCTURAL STEEL WF SHAPES: ASTM A572, GRADE 50 OR ASTM A992, GRADE 50, 2. STRUCUTRAL STEEL FOR ANGLES AND PLATE: ASTM A36. 3. ALL WELDING SHALL CONFORM WITH A.W.S. SPECIFICATIONS. ALL WELDERS SHALL BE QUALIFIED UNDER A.W.S. SPECIFICATIONS. WELDS SHALL BE MADE WITH 70 KSI FILLER METAL, UNLESS NOTED OTHERWISE. CAST -IN -PLACE CONCRETE 1. CONCRETE MIX DESIGN: ALL CONCRETE STRENGTH SHALL BE: 2500 PSI 750 + / -250 PSI FOR: LEAN CONCRETE. SHORING WALL MONITORING 1. SURVEY MONITORING OF THE SHORING WALLS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. CONTROLLED SURVEYING SHALL BE PERFORMED TO DETERMINE THE INITIAL ELEVATION AND PLAN LOCATION OF THE MONITORING POINTS, AND THE VERTICAL AND HORIZONTAL MOVEMENT OF THE MONITORING POINTS THEREAFTER. 2. MONITORING POINTS SHALL CONSIST OF BOLTS OR RODS EMBEDDED INTO THE OBJECT OF INTEREST, OR CROSS -HAIRS SCRIBED ONTO A PLATE THAT IS ATTACHED TO THE FACE OF THE OBJECT OF INTEREST. ACCURACY SHALL BE TO ±0.005 FEET. 3. MONITORING POINTS SHALL BE ESTABLISHED: -AT THE TOP OF THE SHORING WALLS AND SPACED NO MORE THAN TWENTY -FIVE FEET (50') ON CENTER AROUND THE ENTIRE WALL PERIMETER. -ON ALL EXISTING STRUCTURES THAT ARE SENSITIVE TO MOVEMENT (AS DETERMINED BY THE OWNER'S REPRESENTATIVE) AND WITHIN A DISTANCE FROM THE EXCAVATION EQUAL TO THE FINAL HEIGHT OF THE EXCAVATION. 4. IN GENERAL, SURVEY MONITORING AND REPORTING OF DATA SHALL OCCUR ONCE WEEKLY, UNLESS THE PROGRESS OF CONSTRUCTION DICTATES A LESS OR MORE FREQUENT SURVEY, AS DETERMINED BY THE OWNER'S REPRESENTATIVE. IF ANY MOVEMENTS EXCEED 1/2 ", MONITORING FREQUENCY SHALL BE INCREASED TO A DAILY SURVEY IN THE AREAS OF CONCERN. IF ANY MOVEMENTS EXCEED 1 REMEDIAL MEASURES SHALL BE CONSIDERED. DEWATERING SYSTEM THE SHORING SYSTEM HAS BEEN DESIGNED ASSUMING THE WATER TABLE WILL BE BELOW THE BOTTOM OF THE EXCAVATION. IF THE TABLE IS ABOVE THE BOTTOM OF THE EXCAVATION, A COMPREHENSIVE DEWATERING SYSTEM MUST BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER FOR THE PROJECT. THIS REQUIREMENT REMAINS IN EFFECT UNTIL THE BASEMENT WALL. BASEMENT SLAB -ON -GRADE AND GROUND FLOOR SLAB HAVE BEEN INSTALLED AND REACHED FULL TWENTY -EIGHT (28) DAY STRENGTH. * .SNORfJVG DESIGN /REV 999 ED A" APPROVED mY ESGrL CO&P AS PLE4N G149CLt Iq - 7744 fbA fNfir CITY. ni irf l+tlh ®f^C 1 AT=AE -Inn occ BENCHMARK SCALE .SPECIAL Arrxu VAL 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: NOTED EAST SIDE OF NORTHBOUND HIGHWAY 101. 0.5 MILES NORTH OF CHESTERFIELD AND 10 FEET WEST OF THE NORTH END OF GUARD RAIL. VERTICAL: NOTED ELEVATION = 73.612' DATUM: NAVD88 U Z LL L 3 F C L u L u C u 0 ':h$.'. ..... L _ _ _ _ _ _ _ _ _ _ - _ _ _ w Si,__� _ E R i EXISTING GRADE f EXISTING GRADE SH -1 I SCALE: NITS Lam- I„G % PER PLI E L E V A _ _ _ :. a EMBEDMENT ELEVATION PER SCHEDULE BOTTOM OF EXCAVATION SOLDIER BEAM PER SCHEDULE CAISSON PER SCHEDULE r "'111 (fc = PER NOTES) SOIL 3x LAGGING RETAINED f PER ELEVATION I, LU !I LIJ Q W 0 [L SOLDIER BEAM i PER SCHEDULE I� LEAN CONCRETE 1. a: 4 E i � i _N SH-1 SCALE: NTS _ - DESIGNED BY: DRAWN BY: CHECKED BY: ENt��NEElzilvti DEPAI[TMEId'6U 1 AP.F, HL /A AJ HL PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP DATE: 14- -If -- 04ol- !' - ---- R.S.E. N0. _4.363___ MASIH MAHER GLENN RUI - -- -- 1./ % HAMID LIAGHA 71 -$%-'4 1 EXP. 6--30-14--- DA DAT Z UJI S F C 2 u F L u C `e u `u w t`I IL G v I / ?r J e� I iP �I a w - u 2 s 11\ 0 -_ 2 < . W I = SH -' W SP) 4 r Lu d d LEAN ' a a CONCRETE PER NOTES CONCRETE a, PER NOTES �I a r STRUCTURAL _ � CONCRETE t i PER NOTES STRUCTURAL I CONCRETE c PER NOTES - \� I 11� Lu 1 W ° J \} I ! 0 W i " 4. I 0 C!) :c I D_ J W J W JD 1 EL J c d ,I a SH -1 I SCALE: NITS Lam- I„G % PER PLI E L E V A _ _ _ :. a EMBEDMENT ELEVATION PER SCHEDULE BOTTOM OF EXCAVATION SOLDIER BEAM PER SCHEDULE CAISSON PER SCHEDULE r "'111 (fc = PER NOTES) SOIL 3x LAGGING RETAINED f PER ELEVATION I, LU !I LIJ Q W 0 [L SOLDIER BEAM i PER SCHEDULE I� LEAN CONCRETE 1. a: 4 E i � i _N SH-1 SCALE: NTS _ - DESIGNED BY: DRAWN BY: CHECKED BY: ENt��NEElzilvti DEPAI[TMEId'6U 1 AP.F, HL /A AJ HL PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP DATE: 14- -If -- 04ol- !' - ---- R.S.E. N0. _4.363___ MASIH MAHER GLENN RUI - -- -- 1./ % HAMID LIAGHA 71 -$%-'4 1 EXP. 6--30-14--- DA DAT Z UJI S F C 2 u F L u C `e u `u �- LAGGING PER PLAN & ELEVATION EMBEDMENT ELEVATION PER SCHEDULE BOTTOM OF EXCAVATION SOLDIER BEAM PER SCHEDULE CAISSON PER SCHEDULE r Tc = PER NOTES) T,YPICAL N $H -i 7 SCALE: NTS 'J w QU3 � U z O� U) W f D- LEAN CONCRETE - SOIL RETAINED n a =3-- - 1 FS 1 1 3x LAGGING PER ELEVATION SOLDIER BEAM PER SCHEDULE 2 TYPI AL LA ID =3- '[ ® � � SH -1 SCALE: NTS - Q _ 1 m TJALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. Q SHORING PLANS FOR: � W 2 23 MA CHESTER AVENUE 11828- G CD A.P.N. #260- 402 -06, 18, and 19 12:� W PLANNING CASE NO: 07 -167, DR /V /CDP 11 -104 SHEET 4 OF 5 11 m t`I t a{ e� I iP �I a W J I ' 2 < . W I = SH -' SP) r Lu d i CONCRETE PER NOTES �I a r � t i STRUCTURAL I CONCRETE c PER NOTES - \� I 11� 1 W ° J a 1 0 i Lu 4. I 0 a :c i� J W JD J d d Q . I �- LAGGING PER PLAN & ELEVATION EMBEDMENT ELEVATION PER SCHEDULE BOTTOM OF EXCAVATION SOLDIER BEAM PER SCHEDULE CAISSON PER SCHEDULE r Tc = PER NOTES) T,YPICAL N $H -i 7 SCALE: NTS 'J w QU3 � U z O� U) W f D- LEAN CONCRETE - SOIL RETAINED n a =3-- - 1 FS 1 1 3x LAGGING PER ELEVATION SOLDIER BEAM PER SCHEDULE 2 TYPI AL LA ID =3- '[ ® � � SH -1 SCALE: NTS - Q _ 1 m TJALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. Q SHORING PLANS FOR: � W 2 23 MA CHESTER AVENUE 11828- G CD A.P.N. #260- 402 -06, 18, and 19 12:� W PLANNING CASE NO: 07 -167, DR /V /CDP 11 -104 SHEET 4 OF 5 11 m A CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL EMBEDMENT t SOLDIER BEAM SIZEI - LI- I CITY OF ENCINITAS CONTROL POINT 1041, ENC -41. FT. ) (IN.) _ -._ �W^^= •`•+►yr Ci�i�iKE___.__ - W16x26 -1 -- 1-_ FD. 2" IRON PIPE IN A.C. WITH 2.5" CITY OF ENCINITAS BRASS DISC IN A TURNOUT ON THE HORIZONTAL: NOTED 30" 875 SOILS eN`gjg �D�./6 aol" !sue Sri / 1L �� � 7 EAST SIDE OF NORTHBOUND HIGHWAY 101. 0.5 24' -0" 30" -- . - -- - _ -[ - - W16x40 105 MILES NORTH OF CHESTERFIELD AND 10 FEET WEST OF THE NORTH END OF GUARD RAIL. VERTICAL: NOTED 30" -. - -.. __ ._. - - -... - - --- - -- -- -_.. -- - -- - -- -- _._.._� - -- - - - - -- ELEVATION = 73.612' 26' -0" 36" 825 (W) W16x50 11.5 DATUM: NAVD88 27 -0" 30" r. 012 BACK -LAG WOOD LAGGING SLOPE AND SOLDIER BEAM THIS BAY PER DETAIL GRADING PER PER SCHEDULE OTHERS N1 N2 N3 N4 N5 N6 N7 N8 N9 N10 95.0' 90.0' - 85.0' - m 75.0' - 70.0' - 65.0' 95.0' 90.0' - 85.0' - m 75.0' 70.0' CONCRETE CAISSON PER SCHEDULE (NOT TO SCALE) r• r r F�lnA__e% N ;I t5 EMBEDMENT ELEVATION PER SCHEDULE NORTH WALL TEMPORARY SHORING SOLDIER SEAM SCHEDULE BEAM MARK SOLDIER BEAM SIZE CUT LENGTH ( EMBED. LENGTH ( TOTAL LENGTH ( CAISSON 0 EMBEDMENT BEAM MARK SOLDIER BEAM SIZEI - FT. ) FT. ) FT. ) (IN.) ELEVATION N1 W16x26 5.0' 9.0' 14' -0" 30" 875 N2 W16x40 10.0' 14.0' 24' -0" 30" 82.5' N3 W16x40 105 145 25' -0" 30" 825 N4 THRU N6 W16x45 11.0' 15.0' 26' -0" 36" 825 (W) W16x50 11.5 15.5' 27 -0" 30" 825 N8 THRU N9 W16x57 i 11.5' 16.0' 27' -6" 30" 82.5 N10 W16x26 75 11.5' 19' -0" 30" 863 4X12 BACK -LAG T HIS BAY S1 CONCRETE CAISSON PER SCHEDULE (NOT TO SCALE) EMBEDMENT ELEVA T ION PER SCHEDULE so- - 9 3 c<3 SOUTH WALL TEMPORARY SHORING SOLDIER SEAM 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 11.5' 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' 244" 30" 82.0' S10 W16x26 5.0' 9.5' 14' -6" 30" 87.0' 95:0' - 90.0' - 85.0' - 80.0' - 75.0' - 70.0' 65.0' 95.0' mi - 85.0' - 80.0' - 75.0' - 74.0' 65.U' 3 rl � DESIGNED BY: DRAWN BY: CHECKED BY: HL AJ AJ HL ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAtVING NO. PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEND D APP SHORING PLANS FOR: /� ,� • DATE: _�- L� -14 .�.M_ - - -- � -_ 21 3 ANCHEST R AV ITE 11828-G t, 4363______ MASIH MAHER GLENN RUI A.Y.1V. 260 -4 ' -!"- -�- R.S.E. N0. # 02 -06, 1S, and 19 HAMID LIAGHAT '4 __ -% �Y EXP. - 6- DA DAT PLANNING CASE NO: 07 -167, DR /V /CDP 11 -104 SHEET 5 OF 5 12 JJ