The URL can be used to link to this page

2017-13522 G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NO TE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GRADING NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION & FOUNDATION RECOMMENDATIONS ", PREPARED BY ENGINEERING DESIGN GROUP, DATED SEPTEMBER 19TH, 2017, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT OF WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCI AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDDUCTTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: S CITY INSPECTOR, CIVIL ENGINEER SOILS ENGINEER GRADING CONTRACTOR AND PERMITTEE THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY -AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BEE PROVIDED STATING: "THE GRADING UNDER PERMIT 13522 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN'. THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCCRDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SCOTT GLENN AT (619) 987 -7768, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHAD_ BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE: OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUN COVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO WATER DISTRICT NOTES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE AFFECTED STANDARDS. IF UST FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. IMPERVIO US AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 sf IMPERVIOUS AREA AFTER CONSTRUCTION: 2,195 sf INCREASE IN IMPERVIOUS AREA: 2,195 sf IMPERVIOUS AREA REPLACED: 0 sf CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK 1 $ Z - -PAV V, Z -� p ENCINITAS BENCHMARK " IRON PIPE WITH 2.5" CITY OF ENCINITAS BRASS DISC MARKED "ENC -41, L.S. 7332" LOCATED IN A.C. IN A TURNOUT ON THE EAST SIDE OF NORTHBOUND HIGHWAY 101 10.5 MILES NORTH OF CHESTERFIELD DRIVE AND 10 FEET WEST OF THE NORTH END -- OF GUARD RAIL PER R.O.S. 18416. - -- - ELEVATION = 73.612' DATUM = NAVD88 STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT: CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS: A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES: A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION, DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING: CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT: CONTRACTOR SHALL BE RESPON.IBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS OTL WASTTO E DIER DUOMPST RS CALL80EDCO AT (760) 751. POLLUTANTS ON LANDFILLS POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 'MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD - (760)-633-2770 B. GAS & ELECTRIC'- SD GE - (760)- 438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 D. TELEPHONE - SBC BELL - (760)- 489 -3411 E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 0 WNER/PERMITTEE BILL AND LIZ LAWSON 2033 SAN ELIJO AVENUE #618 CARDIFF BY THE SEA, CA. 92007 760 - 310 -8874 LEGAL DESCRIPTION SITE ADDRESS 2025 MANCHESTER AVENUE CARDIFF BY THE SEA, CA. 92007 APN: 260 - 382 -45 LOT 42 AND THAT PORTION OF LOT 41 IN BLOCK 36 OF CARDIFF 'A' IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1334, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY RECORDER ON MAY 12, 1911. HEREINABOVE MENTIONED LOT 42 AND THAT PORTION OF LOT 41 WERE CONSOLIDATED INTO ONE PARCEL PER CERTIFICATE OF COMPLIANCE RECORDED ____ ____________ AS FILE NO. - - - - -- - - - -- O WNERS CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE:- /g!"! -- wfW_ - - - -. -- DATE: BIL LAWSON A-47 SIGNATURE: __ _ _ __ _ - -- DATE: __- - - - - -- AWSON SOILS ENGINEER'S CERTIFICATE cRIN KIST I, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON SEPTEMBER 19TH, 2017. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED:-- �Igtn_h 1 RCE NO.: _ -- -- _ RCE 105121 EXP. DATE: --- - 2plq------ ----------- C ;, ENGINEERING DESIGN GROUP 2121 MONTIEL ROADcr SAN MARCOS, CA, 920693 PHONE: 760- 839 -7302 OF C FAX: 760 -480 -7477 PROJECT NO. 165618 -1 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBUITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. BY: _ /r "g_ //--3-/7 STEVEN R. JONES DATE RCE 65124 P A A 460 C.Y. CUT 35 C.Y. FILL 425 C.Y. EXPORT MAX. DEPTH OF CUT: 9.5 FEET BASEMENT), 7.2 FEET (PATIO) MAX. DEPTH OF FILL: 4.0 FEET (ENTRY - EX. GRADE TO FINISHED GRADE) SHEET INDEX SHEET NO. 1 TITLE SHEET SHEET NO. 2 GRADING AND DRAINAGE PLAN SHEET N0, 3 EROSION CONTROL PLAN SHEET NO. 4 TEMPORARY SHORING PLAN SHEET NO. 5 TEMPORARY SHORING PLAN COASTAL LAND SOLUTIONS, INC. PUBLIC WORKS PLANNING DIVISION 577 SECOND STREET ENCINITAS, CA 92024 PH (760) 230 -6025 FAX (760) 230 -6026 CLS #1425ENG AS -BUILT APPROVALS INT. PUBLIC WORKS /L rY/ A /- - z6 /9 - - -- -- - PLANNING VIE ES ♦ M N�' REVIEWER CITY E G EER INSPECTOR PARKS AND RECREATION VICINITY MAP JIf, S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS PROPERTY BOUNDARY EXISTING EASEMENT --- - - - - -- PROPOSED CONTOURS 255 EXISTING CONTOURS - 255- ---- -- EXISTING EDGE OF PAVEMENT CENTERLINF - EXISTING WATER MAIN -- EXISTING SEWER MAIN EXISTING SEWER LATERAL - - - - -- EXISTING WATER SERVICE - EXISTING FENCE EXISTING RETAINING WALL CMU RETAINING WALL, SDRSD AS NOTED - PROPOSED PCC CURB LIMITS OF GRADING DRAINAGE DIRECTION FLOWLINE SWALE PROPOSED PERMEABLE PAVERS 2" GRIND AND OVERLAY (SIDONIA) D -40 RIP RAP ENERGY DISSIPATOR 24" AREA DRAIN AND 6" PVC PIPE ..-- . -. -- TOPOGRAPHY: JOHN DOUGLAS BAKER BAKER LAND SURVEYS, INC. CARLSBAD, CA 760 - 729 -6676 i BMP .PROJECT STATUS STANDARD SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEP. SIGN DATE /DATE SIG DATE S" IGN DATE DATE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED DATE: -� �7 // -- - - - - -- R.C.E. NO. 65124 JE E WENS If TI STEVEN JONES ?- - i i x EXP. _9 -30 -19 DA E DIVISION APPROVALS APPROVED CHREEL L. MAIWOSKU !N$ •Loi7 DATE SIGNATURE EXPIRES 2 YEARS AFTER DATE) 1 S - DATE CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMEN7 DRAWING NO. GRADING PLAN FOR: 2025 MANCHESTER AVENUE CARDIFF BY THE SEA, CA. 92007 1352- G APN.• 260 - 382 - -45 PLANNING CASE NO. 16 -265 CDP /LOT MERGER SHEET 1 OF 5 es \CLS 1425 Lawson (Manchester) \CLS 1425 LAWSON GP 10- 11- 17v29.pro 1 =1 z r 6m R Ck MANCHESTER AVENUE I GRADING AND DRAINAGE PLAN SECOND FLOOR FF= 110.00' II SECOND FLOOR DECK FF= 110.00' GARAGE BIORETENTION FIRST FLOOR FF= 100.00' PATIO 99.80' FF= 100.50' BASIN, BASEMENT FF= 91.00' SECTION A SCALE: 1 "=1 D' FA, W U) WALL NTH OD FENCE TOTAL HE 4' (15' FROM FRONT PROPERTY E) PER SITE +� PLAN m 1`, { EXISTING 4" LOCATION OF REPLACE EXISTING (^ i S= 97:Q0' ' WATER MAIN EXISTING SEWER I RETAINING WALL TWOFS= 102.00' MAIN BYOFS= 98.00' TWOF5= 98.70' - (BY OTHERS) - BWOFS= 97.00' BWOFS= 100.80' - EX FL= 102.68 T,WwS= 98:50' AREA DRAIN UGH WELL = 95.00' TWIIIIII 2.00' TG =98 BWOFS 100.20' I BIWOFS- 96.00' TWOFS= 97.90' IE_ � 41 ¢ TWOFS= 101.50 ` = TWOFS= 104.00' I [ BWOEX-96.50' BWOEX =98.80 1 _ BWOEX= 100.45' II 3/4" IRON PI l "LS 6287" TO BE TWOFS= 98.00' FS= 101.5' TWOEX =102.50') I PROTECTED I LACE BWOEX= 97.20' BWOFS- 101.20' FS- .50' TWOFS 1 KEYSTONE WALL EXISTING HOUSE ! I TWOFS= 94.80' r TWOFS= 99.50' - .I TWOE =102.00' BWOEX 1 .40' 1 I BWOFS =98.20' `.:_ ''�"--- .- '- '_.... _.,,_.. __. .s._, w.__.......�._ "-.I TWOFS 1 3, BWOFS =94.30 € B =100.50' TWOFS= 99.50' TWOFS= 97.00' FS-97.0 0 � DECK I � I BWOEX 1b .40' �) BWOFS =94.40 iI BWOE5= 97.30' - S5424'�•W 100.01' I 3/4" IRON PIPE "LS 6287" TO BE PROTECTED X FL=1 IN PLACE B TC 94:23 FS- 9l. %r{-� 140. LAN m. E'ltp4 i.3 ,. FS =10Z, 32 I I EX FL= 102.22' IE3" X3.73 1 _ in ur .S '� 2.5% '�"�"� i'- fS= 104.00'. PLANTER . € ` -iQt! j fj1 TC 94;23' 2 IE2 -3"3= x•73 ix° " �N� '>f S= 100.20'b `"�. FS =101 3 PERFORATED "� STEM WALL '^,, •I g t TWOFS =97.00 3I r PVC SUB DRAIN, BWOF5 -9 00 € PLANTER i BIORETENTION UGFI AI `^.. FS=) 1 t FS= 94.50 N. AREA =48 TG-476.r - GARAGE TWOFS- 41. i FS -`T� �'. IE- ,O • EX --".1 00' EX FL= 101.80' BWOF$4.50 " FF= 100.50' I ; FS 94 0ti TWOFS=98.70' A 1 PA D = 100.00' • Z F+ BWOFS =94.50'`LFIRST , BASEMENT 6 TRENCH pp E TWOFS=97.Ii0 TWOF5= 94.50' 0.00' 4,}µWA DRAIN HATCH REPRESENTS 10' WIDE - . 10.00 TG= 100.d► BWOF5=9400 BWOFS= 90.50' T8:111 IE= -2" GRIND AND OVERLAY DECK OUTllNE ABOVE T IE:Tidt. �• N TW 101 6 SEWER C0 ' [ - 0' 4' SEWER LATERAL -- / DEEPENED FS= 100.20' IE 87 00 FS- fOv.19 PER SDRSD S -13 - G='I t/ 0 FOOTING - -- BW 1 20' EX FL =101.53IE MAIN = 84.90' TG= t1l.W.' -'4� i STORM DRAIN SUMP PUMP HYDROMATC � t5' 12% .� 1. 1.6X , DISTRICT TO INSTALL 1" COPPER WAT 1/4 HP PACKAGED SYSTEM WITH PREMIUM �° n - / !A a BENLH FS= 92.00' .. _ DRAIN SERVICE AND DUAL METER PER WAS ART AI�TERY BACKUP FG- 3100RF OR EQUAL .: -- ... .._ :_ -.. W SETS CK, I _ } PLANTEN TG =100.2 WC -177, AT OWNERS EXPENSE. TRENC IEIn =:$ -. 37 I _- P OED D _ TWOFS =96.00 .PATIO �, ' AND REPAIR PER CITY TANDAR IEout =ON.SS t i__ BWOFS =92.00 - FS= 100.20', IE ;.ri . C , _ BASEMENT WALL - I O. RIBBON GUTTER TO BE REPLACED TO - -- L3.; _1 CONNECT SUBDRAIN T�•= I F I NEAREST JOINT ell A 2% TO SUMP PUMP LGHT LL I� =99•TO DRA'� Icj E2 �- 00':ti i I I TWOFS =98.50 AREA D IN D AIN EG L « ) _ Gg_ .. I . .+++rwnw. `„ t.i`' I BWOFS =97.50 E 9OS , I t TC93 65' x EX. AND FS =98.50' PLANTER • !I EXISTING PCC ..- RIBBON GUTTER $ _ UGHTWE S =1 'may , -'r V = TW=1 EXISTING PCC CURB TO REMAIN I ,> ` ' x x ' 100.00' , = '� 'L =13 ' �! �t =13 1 i FSOEX �g �_. _........._____ .................__a........__ DRAIN 9 I PALM TREE I1 _ DRAIN BIORETENTION OR V"L -- I } TO REMAIN TG =9 ?( AREA= SF 1-Gs 6( FS= 100.[0' TG =1 0.�1W= 101.6' yy 3 4 IRON PIPE "LS 828T TO BE I IE 94$T FS=9fi Lt�•9K.Z1J EX. WALL IE_, FS-100. i BWOFS= 99.55' P�OTECTED IN PLACE 30, PCC ENDWALL - - EX FL 100.95' TWOFS= 99.50' .ry TWOFS= 99.50' {{ f I PER SDRSD D -40 TW= 98.50'. I d 40' I BWOEX= 96.30' / z BWOEX= 97.10' j _ - TWOFS= 98.00' BWOFS= 95.00' L S I' 42" HIGH WOOD FENCE CN TOP OF EXISTING HOUSE `! 15' { II In COASTAL LAND SOLUTIONS, INC. 577 SECOND STREET ENCINITAS, CA 92024 i PH (760) 230 -6025 1� FAX (760) 230 -6026 CLS #1425ENG CHANGE N0. I DESCRIPTION APPROVED DATE 7IS BWOEX =94.00 EXISITNG CMU WALL (TOTAL HEIGHT # TWOFS= 94.00' NOT TO EXCEED 6' FROM LOWEST ADJACENT GRADE) PER SITE PLAN BWOEX= 93.50' j.-t "-- r_.. °°.-°° - -° '71 '. 3//4" IRON PIPE "LS 6287" TO BE EXISTING HOUSE •..� PhOTECTED IN PLACE SITE PLAN SCALE: 1"=10' S =2%, L=' 18' '" _-. a =Uia L= I U BENCHMARK CITY OF ENCINITAS BENCHMARK ENC -41 2" IRON PIPE WITH 2.5" CITY OF ENCINITAS BRASS DISC MARKED "ENC -41, L.S. 7332" LOCATED IN A.C. IN A TURNOUT ON THE EAST SIDE OF NORTHBOUND HIGHWAY 101 10.5 MILES NORTH OF CHESTERFIELD DRIVE AND 10 FEET WEST OF THE NORTH END OF GUARD RAIL PER R.O.S. 18416. ELEVATION = 73.612' DATUM = NAVD88 SECTION B - NORTH BIORETENTION GRAPHIC SCALE 1 " =10' 0 10 20 30 ENCUMBRANCES: NO EASEMENTS WERE LISTED WITHIN A PRELIMINARY TITLE REPORT PREPARED BY TICOR TITLE, DATED MAY 11, 2016 AS ORDER NO. 00400162- 995 -CC1. NOTES: 1.) A 10' WIDE 2" GRIND AND OVERLAY SHALL BE PROVIDED ALONG THE LENGTH OF THE FRONTAGE TO THE STRIPED CENTERLINE. 2.) ANY EXISTING IMPROVEMENTS THAT ARE DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AND /OR REPLACED TO THE SATISFACTION OF THE CITY ENGINEER PRIOR TO FINAL APPROVAL. 3.) THE EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN PLACE. IF ANY MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSE LAND SURVEYOR. 4.) THE FRONT YARD SETBACK FOR THE R -15 ZONE IS 20 FEET. PER EMC SECTION 30.16.010.D.10 FOR A SUBSTANDARD LOT, A REDUCED FRONT SETBACK OF 15' FEET IS PROPOSED. 5.) ALL GROUND MOUNTED UTILITIES SHALL BE SCREENED WITH LANDSCAPING. BELGARD PERMEABLE PAVING STONE OR EQUAL 2" THICK NO.B AGGREGATE----_,..... - 4" THICK NO.57 AGGREGATE PEPtAffiABLE PAVER DETAIL RETENTION BASIN SHALL BE LEVEL AND DEPRESSED A MINIMUM OF 6" FROM THE AREA VARIES (SEE PLAN) x 6" DEEP SURROUNDING GRADE 2:1 MAX. �6„ 12" RISER - 2 " -3" HARDWOOD MULCH AREA DRAIN 24" MIN. ENGINEERED SOIL* 2 "- 3/8" GRAVEL 12" - 3/4" CRUSHED ROCK ** TWO 3" PVC PIPE OUTLET-" 4" PVC LIGHTWELL DRAIN BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL **3/4" CRUSHED ROCK LAYER SHALL BE MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. THE EFFECTIVE AREA OF THE BASIN SHALL BE FLAT AND LEVEL. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA. PROPOSED IMPERVIOUS SURFACE= 2,195 sf REQUIRED BIORETENTION AREA = 2,195 sf x 4% = 88 sf PROPOSED AREA = 100 sf (INCLUDES 12% CONTINGENCY) TYPICAL BIORETENTION DETAIL A 12 APEA DRAIN TG--96. 16 IE =9f�. s X1 \ R EXISTING GRADE � " � U -r B° INCHES _' '- TC -L BIORET BASIN FS=,," 4.3'11_ MPx. CONNECT TO LIGHTWELL (%1 DG PATH Z� AREA DRAIN IE =94.50 Fes. 4" PVC, S =2% O DOUBLE 3" PVC, S =2 %, L =15' REPLACE PORTION OF EXISTING 4" PERFORATED PVC, S =07, L =39' CONCRETE CURB TO ACCOMODATE DOUBLE 3" PVC DRAIN PIPE 4" SOLID PVC, S =2% MIN. SECTION C - SOUTH BIORETENTION AS -BUILT APPROVALS UtbisniU CY: UHAWN BY: L:HtLSE U UY: ENGINEERING DIVISION APPROVALS INT. DATE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED PUBLIC WORKS Ap+ PLANNING I DATE: _ii -3-i% S VE R. S DAT NA �L /' /� JES5 WENS CHRIS L. MAG OD SKU R.C.E. NO. 65124_ ��- 7 �� ,% S REVIEWER 0 T1 19 STEVEN R. ES - - - T i - -�i EXP. _ 9 -30 -19 DATE DATE CITY EN EER DA E INSPECTOR tit ) O �UTY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 3RADING PLAN FOR: 2025 MANCHESTER AVENUE CARDIFF BY THE SEA, CA. 92007 13522 - G APN: 260-382--45 O PLANNING CASE NO. 16 -265 CDP /LO'F MERGER SHEET 2 OF 5 (� 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. ( ��il II qll RUNOFF 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. RACKFILL AND COMPACT THE LXCAVATED SOIL. FILTER FABRIC WIRE _ DETAIL SILT FENCE NTS GAP BETWEEN BAGS ACTS AS SPILLWAY CHANGE NO. TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED DETAIL GRAVEL BAGS NTS COASTAL LAND SOLUTIONS, INC. 577 SECOND STREET ENCINITAS, CA 92024 PH (760) 230 -6025 FAX (760) 230 -6026 DESCRIPTION APPROVED DATE BENCHMARK CITY OF ENCINITAS BENCHMARK ENC -41 2" IRON -- PIPE WITH 2.5" CITY OF ENCINITAS BRASS DISC MARKED "ENC -41, L.S. 7332" LOCATED IN A.C. IN A TURNOUT ON THE EAST SIDE OF NORTHBOUND -- HIGHWAY 101 ±0.5 MILES NORTH OF CHESTERFIELD DRIVE AND 10 FEET WEST OF THE NORTH END OF GUARD RAIL PER R.O.S. 18416. ELEVATION = 73.612' DATUM = NAVD88 m r r EROSION CONTROL PLAN LEGEND SAND /GRAVEL BAGS (2 HIGH) SILT FENCE (IF NECESSARY) HYDROSEED SLOPE PROTECTION 00000000 X GRAPHIC SCALE 1 " =10' 0 10 20 30 is DESILTING BASIN NOTE: BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTTON. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. AS -BUILT APPROVALS UCJI.r . or. ��. o.. ��_- NcEu ENGINEERING Sn'j INT. DATE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED 9'A L PUBLIC WORKS ,jA z6 -�! PLANNING NA - DATE: _// 3_17 JES E OWEN - -- - &TEV�N NESS DA -. -- - - -- -- -- R.C.E. N0. 65124_ i 2 ZS tarj> REVIEWER 1 st 14 S EVEN P,. JO _ 1��?lLZ__._ - - - -- - _ -- EXP. _ 9 -30 -19 DATE CITY E INEER � DA INSPECTOR 11 DIVISION APPROVALS APPROVED /1 y _- CHRISTOPHER L. M -// -S Zoi7 DATE INLET HYDROSEED NOTES 1. HYDROSEEDING SHALL 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. 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, WHITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: 1. TRACK WALKING SLOPES STEEPER THAN 6:1. 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE. B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: 1. 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. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BILL AND LIS LAWSON 760 -310 -8874 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 i 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. 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 ,ITY OF ENCINITAS - DEVELOPMENT SERVICES DEP. ROSION CONTROL PLAN FOR: 2025 MANCHESTER AVENUE CARDIFF BY THE SEA, CA. 9 APN: 260-382-45 882- 45 PLANNING CASE NO. 16 -265 CDP /LOT MERGER IN U w z O E O U) 04 DRAWING N0. 13522 O SHEET 3 OF 5 �", GRADING PLAN SHALL_ BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. Qp,OFESSjpN 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE c�0 R ; 9Z AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT %). SILT �(uJ �- (40 AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. N w .. ND. 65124 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE d Exp. m 09/30/19 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 3'T CIVICP OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE 4� _��Q OF CALIFORNIA DEPARTMENT OF CC"dSERVATI N. ,ITY OF ENCINITAS - DEVELOPMENT SERVICES DEP. ROSION CONTROL PLAN FOR: 2025 MANCHESTER AVENUE CARDIFF BY THE SEA, CA. 9 APN: 260-382-45 882- 45 PLANNING CASE NO. 16 -265 CDP /LOT MERGER IN U w z O E O U) 04 DRAWING N0. 13522 O SHEET 3 OF 5 �", TEMPORARY SHORING GENERAL NOTES GENERAL 1. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK. THE DETAILS USED SHALL BE THE SAME AS FOR OTHER SIMILAR WORK PROVIDED THAT PRIOR APPROVAL IS OBTAINED FROM THE ENGINEER 2. THE DESIGN IS BASED ON THE 2016 CALIFORNIA BUILDING CODE AND THE STATE OF CALIFORNIA TRENCHING & SHORING MANUAL, JANUARY 2011, PAGES 10 -1 TO 10 -42 CALTRANS SHORING DESIGN GUIDE IS USED AS A RESOURCE REFERENCE. DRILL EQUIPMENT, CRANES, STOCKPILING, ETC SHALL BE SET BACK A MINIMUM OF "H" FEET (WHERE "H" EQUALS THE HEIGHT OF THE RETAINED EARTH) FROM THE BACK OF LAGGING. 3. TEMPORARY SHORING ARE CORSTRUCTED AS PART OF THE MEANS AND METHOD OF CONSTRUCTION FOR THE PROPOSED BUILDING AND NOT A PERMANENT STRUCTURAL ELEMENT OF THE BUILDING. IT IS GENERALLY UNDERSTOOD THAT THE BUILDING FOUNDATION AND STRUCTURAL SYSTEM, WHEN IN PLACE, ARE DESIGNED TO SUPPORT RETAINED EARTH AND SURCHARGE LOADS IN ADDITION TO ALL OTHER APPLICABLE BUILDING LOADS PRESCRIBED BY THE BUILDING CODE. 4. CONTRACTOR SHALL COMPLY WITH ALL CAL -OSHA REQUIREMENTS SOILS CRITERIA REPORT BY: ENGINEERING DESIGN GROUP 2121 MONTIEL ROAD SAN MARCOS, CA 92069 REPORT NUMBER: 165618 -1 REPORT DATE: JUNE 17, 2016 DESIGN PARAMETERS: ACTIVE PRESSURE: 40 PCF (LEVEL BACKFILL) PASSIVE PRESSURE: 350 PSF /FT STRUCTURALSTEEL 1. STRUCTURAL STEEL SHALL COMPLY WITH ASTM A992 2. MATERIALS AND WORKMANSHIP SHALL COMPLY WITH AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." CONCRETE 1. CONCRETE WORK SHALL CONFORM TO THE "REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318) AND THE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301), LATEST APPROVED EDITIONS WITH MODIFICATIONS AS NOTED IN THESE DRAWINGS AND SPECIFICATIONS. 2. CONTINUOUS INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR ALL CONCRETE WORK OF fc 3000 PSI OR GREATER (NOT REQUIRED FOR LEAN CONCRETE). 3. CONCRETE STRENGTHS: THE CONCRETE STRENGTHS SHOWN IN THE FOLLOWING TABLE ARE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, THE AGGREGATES SHOWN ARE THE MAXIMUM SIZE (INCHES) AND THE SLUMP SHOWN IS THE MAXIMUM (INCHES). ITEM OF CONSTRUCTION STRENGTH AGGREGATE SLUMP A. CAISSON 2,500 PSI 3/8" 6" TIMBER 1. ALL LUMBER SHALL BE ROUGH -SAWN DOUGLAS FIR /LARCH (NORTH) OR HEM -FIR PRESSURE TREATED, NO.1 OR BETTER. WHERE GROUNDWATER IS ENCOUNTERED 1. CONCRETE /GROUT SHALL BE PLACED ONLY IN DRY HOLES EXCEPT THAT WHERE GROUNDWATER IS PRESENT AND IT IS DETERMINED THAT IT IS NOT FEASIBLE TO PUMP THE WATER FROM THE HOLES, CONCRETE MAY BE PLACED UNDERWATER. THE CONCRETE SHALL BE PLACED BY PUMPING THROUGH A RIGID TREMIE PIPE EXTENDING TO THE BOTTOM OF THE HOLES. 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. 1.4 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 OR LESS AS REQUIRED BY THE GEOTECHNICAL REPORT OR IN -SITU SOIL CONDITIONS 2.2 PRIOR TO EXCAVATING THE NEXT INCREMENT OF CUT, THE LAGGING MUST BE COMPLETELY INSTALLED INSURING BEARING BETWEEN THE CUT SOIL & 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. 3. EXCAVATION MONITORING: 3.1 SHORING CONTRACTOR SHALL PROVIDE VISUAL DAILY MONITORING DURING SHORING INSTALLATION. 3.2 OWNER /GENERAL CONTRACTOR SHALL PROVIDE INSTRUMENTAL MONITORING OR SHALL ASSUME ALL LIABILITY FOR SHORING PERFORMANCE. 3.2A THE TOPS OF THE SOLDIER BEAMS SHOULD BE SURVEYED PRIOR TO EXCAVATION AND THAT THE TOPS OF THE SOLDIER BEAMS SHOULD BE SURVEYED ON A WEEKLY BASIS UNTIL THE PERMANENT RETAINING WALL (PER OTHERS) IS BACKFILLED TO THE DESIGN GRADE. THE SURVEYED SOLDIER BEAM DATA POINTS SHOULD BE LOCATED AT APPROXIMATELY 40 FEET ON- CENTER. INFORM SHORING ENGINEER IF ANY TIP DISPLACEMENT EXCEEDS 1/2 ". 3.213 PRIOR TO DRILLING ACTIVITY, THE GENERAL CONTRACTOR /OWNER SHALL MAINTAIN COMPLETE LOGS OF EXISTING IMPROVEMENTS THAT OCCUR WITHIN 50' OF T HE SHORING SYSTEM AND A LICENSED SURVEYOR SHALL DOCUMENT ALL EXISTING CRACKS. 3.2C SURVEY MONUMENTS SHALL BE ESTABLISHED ON ADJACENT IMPROVEMENTS THAT EXIST WITHIN A HORIZONTAL DISTANCE (MEASURED FROM THE FACE OF LAGGING) EQUAL TO THAT OF THE RETAINED EARTH HEIGHT. THESE MONUMENTS SHALL BE MONITORED FOR BOTH VERTICAL AND HORIZONTAL MOVEMENT. SHORING ENGINEER SHALL BE NOTIFIED IF MOVEMENT EXCEEDING 1/2" OCCURS. SHEET INDEX SH1.0 - TEMPORARY SHORING GENERAL NOTES AND DETAILS AND SCHEDULE SH2.0 - TEMPORARY SHORING PLAN VIEW AND ELEVATION: CHANGE NO. SOLDIER BEAM SCHEDULE Beam Gallout Beam Size Cut Height ft. ( ) Embedment Len h ft.) gt ( Total Drill Len th ft. g ( Length of Steel ft ( ) Caisson Dia. m (,) Surchafge Notes: 1 W 16X26 7 7 14 14 24 2 W18X50 - 10.5 13.5 24 - - - - - -- _._ 24 ...w .. -,. 24 - -- - ..._.. .. _ ----- - - - - -- 3 ..__.. W21X44 11 -- 12.5 23.5 23.5 30 1StoryHouse 4 W21X50 11 13 24 _ _ . 24 __..___ . 30 1StoryHouse ___..__._ ______ ..._..___. _..__.._ -- -- - - -__ __....._ 5 _...__ W24XS.5 _. _. ,- ._...___.._ 11.5 13.5 25 25 30 1StoryHouse 6 W24X52 12 14 26 26 30 1StoryHouse 7 W24X68 12.5 14.5 27 27 30 1StoryHouse 8 W18X35 9.5 12.5 2�2._ 22 24 - 1StoryHouse Note: When Length of Steel is less than Total Drill Length, soldier beam may be held off the bottom of caisson as needed. DESCRIPTION APPROVED DATE BENCHMARK DRILLED SHAFT, PROPERTY LINE qTY aF ENCII1TAS 8ENCHMARK D C-41 2• IRON PIPE 1M1Fj_2 5 CITY OF ENq[NTAS BRASS DISC MARKED _eNC -41 L& 7337" LOCATED IN A.C. IN A '1URNOUT ON JW EAST SIDE OF NORTHBOUND ��VE AND010tF0EETWEST OFOF � NOR N OF GUARD RAIL PER R.O.S. 1841& ELEVATION - 73.812' DATUM - NAVD88 I 1 'tI *�' (BACKFILL WITH CONCRETE OR LEAN Ill CITY E -• -tam.. s SOIL RETAINED, TYP. VARIES SEE ELEV. DRILLED SHAFT, PROPERTY LINE DIAMETER PER SCHEDULE. (BACKFILL WITH CONCRETE OR LEAN CONCRETE, PER DETAILS), TYP. -• -tam.. s ... ` i ` BACKFILL ALL VOIDS BEHIND I! ` LAGGING PRIOR TO START OF NEXT _____.r I „n,� - ,_�;[ Ti �G � ! � 5 -0" EXCAVATION STAGE, SEE w GENERAL NOTES FOR ACCEPTABLE ` a �- ; a BACKFILL MATERIAL (SLURRY BACKFILL REQUIRED BEHIND LAGGING FOR SOLDIER BEAMS 3 -8), t TYP. 4 >� �h TIMBER LAGGING, TYP SOLDIER PILE PER SCHEDULE, TYP. 3" BEARING MIN. TYP. SOLDIER PILE PLAN DETAIL SCALE: N.T.S. 0 PROPERTY LINE - , TEMPORARY RAILING BY OTHERS AROUND THE ENTIRE EXCAVATION, IN COMPLIANCE WITH OSHA STANDARDS - - - - -- -- J TOP OF WALL ��TI (T.O.W.) PER _ - ELEVATIONS 2 _ -- SH1.0 1 SACK SLURRY ABOVE PILE EMBED - - - -- -- LAGGING PER ELEVATIONS BOTTOM OF EXCAVATION (B.O.W.) PER ELEVATIONS DRILLED SHAFT PER SCHEDULE 2,500 PSI CONCRETE PER NOTES FOR THE PILE EMBED AS -BUILT APPROVALS °aim ' M: °Fj"'; D" `m r °" ENGINEERING DIVISION APPROVALS IIL DATE PLANS PREPARED UNDER THE SUPERVISION OF R � MMENDED APPROVED PUBLIC WORKS Nq ��q_�-9� ! PLANNING Np , ` � DATE i-t-= _ 1"t- JE WENS CHRIST HER 1. MAGDOSKU i4 ,T DATE - S.E. NO. 4363 _ tac y,� REVIEWER 1 I HAMID UAGHAT � t ��'g Zt1/7 .ER p TE INSPECTOR tt 19 EXP. B -30-18 DA DATE SOLDIER BEAM PER SCHEDUILE CAISSON DIAMETER PER SCHEDULE TYPICAL SCALE N T.S. MI®■ Ifal�9 \I w M 0 w x U U w a x (D w x U U m o_ w o_ x t- Z z w J Z z w Lu w m L w '(E) GRADE r. SH1.0 ,ITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. TEMPORARY SHORING PLANS FOR: 2025 MANCHESTER AVENUE CARDIFF BY THE SEA, CA. 92007 13522- G APM 260- 382- 45 PLANNING CASE NO. 16 -265 CDP SHEET 4 OF 5 \i 1 f LEGEND ABBREVIATION T.O.W TOP OF WALL T O.S. TOP OF SLOPE 7 SPACES @ 6 -0" O.C. = 56' -0 "± B O.W. BOTTOM OF WALL B.O.E. BOTTOM OF EXCAVATION EMB. EMBEDMENT H HEIGHT 3X12 WOOD LAGGING U.N.O UNLESS NOTED OTHERWISE (E) 1 STORY PER DETAILS, HOUSE (BEYOND) TYPICAL U.N.O. (E) EXISTING H' CUT HEIGHT PER SYMBOL (E) GRADE / SCHEDULE ,.-° "'°-� � T.O.W. O# SOLDIER BEAM NUMBER f J T.O.W. T.O.W. 100.00' ' T.O. . = 100.50' IT.d.W. = 99.00' = 99.50' _ `�� SOLDIER BEAM = 98.50' T.O.W. = 98.00' T! — TIMBER LAGGING B.O.W. = 91.00' NOTES REGARDING UTILITIES AND EXISTING IMPROVEMENTS: B.O.W. = 91.00' — 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL POTHOLE AND w LOCATE ALL UTILITIES SHOWN ON THE PLAN AND REVIEW THE SHORING PLANS B.O.W. = 88.00' B.O.W. = 88.00' Z p FOR CONFLICTS. ALL UTILITIES MAY NOT BE. SHOWN OR IDENTIFIED ON THESE PLANS. j I I I I I m U) 2, ALL UTILITIES CROSSING THE UNE OF THE SHORING WALL SHALL BE CAPPED w BEHIND THE SHORING WALL PRIOR TO START OF CONSTRUCTION. LLL ' NOTES REGARDING ELEVATIONS. CONCRETE CAISSON _r 1. ELEVATIONS PROVIDED ON THESE PLANS FOR TOP OF SHORING ARE PER SCHEDULE, TYP. APPROXIMATE BASED ON LIMITED TOPOGRAPHIC INFORMATION PROVIDED TO n, BERGERABAM. IF DISCREPANCIES EXIST, NOTIFY BERGERABAM PRIOR TO THE START OF CONSTRUCTION. BOTTOM OF EXCAVATION, TYP. 2, PROPOSED FINISHED FLOORS HAVE BEEN PROVIDED TO BERGERABAM PER THE 1O O2 O3 O4 O5 06 O7 0 SHORING CONTRACTOR BASED ON THE MOST CURRENT SURVEYED ELEVATIONS. IF FINAL BOTTOM OF EXCAVATION EXCEEDS THE BOTTOM OF WALL ELEVATIONS SHOWN ON THESE PLANS, NOTIFY BERGERABAM PRIOR TO THE START OF CONSTRUCTION. TEMPORARY SHORING ELEVATION - NORTH WALL I SHOEGARDINTRACTO SHALL, FU 1 SHORING CONTRACTOR SHALL�FURNISH A CURRENT OSHA PERMIT. THE PERMIT SH2.0 SCALE: 1" = 10' NUMBER IS AS FOLLOWS 2 TEMPORARY HANDRAILS IN COMPLIANCE WITH OSHA STANDARDS SHALL BE PROVIDED AROUND THE PERIMETER OF THE SHORING SYSTEM AT THE TOP OF ALL ELEVATION NOTES: SHORING BEAMS, AS NEEDED. (TEMPORARY RAILS TO BE INSTALLED AND H IS THE MAXIMUM CUT HEIGHT AS NOTED ON THE SOLDIER BEAM SCHEDULE ON SH1.0 DESIGNED BY OTHERS ). " EMBEDMENT LENGTH PER SCHEDULE IS THE MINIMUM EMBEDMENT LENGTH AS NOTED ON THE SOLDIER BEAM SCHEDULE ON SH1.0 SCOPE OF WORK TO BE PERFORMED: 1. THE SCOPE OF WORK TO BE PERFORMED CONSISTS OF THE FOLLOWING ITEMS: ,f (E) 1 STORY HOUSE 11. INSTALLATION OF TEMPORARY STEEL SOLDIER BEAMS 1.2. INSTALLATION OF TEMPORARY TIMBER LAGGING UNDERGROUND SERVICE ALERT 1 2 3 4 5 t� 6` 7 •CALL: TOLL FREE x, --- -°-- -- - _ ------ �.--- ix 422 -4133 _ �7 _ o CONCRETE CAISSON PER SCHEDULE TYP - µ _ > 1, LL ¢ I; - � — — ZLu�� TWO WORKING DAYS BEFORE YOU DIG f< SOLDIER BEAM PER SCHEDULE, TYP } > O I ._ I , b O H u) 1 p O TIMBER LAGGING PER ELEVATION, TYP :` o SH1.0 IpI a� TYP F� O n LL C O SH2.0 , PROPERTY LINE 3 1:1 CONSTRUCTION SLOPE BY OTHERS, TYP. v PROPOSED BUILDING .. .. (BY OTHERS) i1 i t o i s Si i LJ rl it i 1' ttf Y p " NOTE: ANY SHORING OR SLOPING THAT MAY BE REQUIRED ON THE SOUTH SIDE OF THE PROJECT'S PROPERTY IS NOT PART OF BERGERABAM'S SCOPE OF WORK. MEANS AND METHODS OF CONSTRUCTION FOR THE SOUTH PROPERTY LINE TO BE BY OTHERS. fi 4 TEMPORARY SHORING PLAN x SH2.0 SCALE: 1" = 10' I D f�r✓� 0 SH2.0 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIOM BY: DRAWN BY: CHEIDIM BY. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING N0. PT PT CITY OF ENa41TAS BENWMARK ENC-41 2" IRON PIPE WI 2.5 aTY OF EN TAS BRASS DW MARKED 'ENO -41 L.S. 7332' LOCATED IN A.C. IN A 7URNOUT ON W EAST SIDE OF NORTHBOUND HIGHWAY 101 t0.5 MILES NORTH OF CHESTEWMD DRIVE MID 10 FEET WEST OF THE NORTH END OF GUARD RAIL PER R.O.S. 18418. —_ / 0 I A &}{f DATE 2 I 81T. DATE PLANS PREPARED UNDER THE SUPERVISION OF J DATE: I I- -ZOI ` S.E. NO. 4363 HAMID UAG AT RECOMMENDED E OWENS APPROVED c4u ► ;? AoA CHRISTOPHER L MAGDOSKU TEMPORARY SHORING PLANS FOR: 2025 MANCHESTER AVENUE CARDIFF BI? THE SEA, CA. 92007 APN.' 2�® - �3 &2 -45 13522-G PMC WORKS A/A �_ PLANNING /✓A REHEMIER 7L +% L'I ELEVATION - 73.812' DATUM - NAVDBB CITY EXINNEER DATE EXP. 6 -30 -18 DATE DATE PLANNING CASE NO. 16 -265 CDP SHEET 5 OF 5 INSPECTOR \i 1