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2014-12006 G (Plans)
RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL O SF DANA CROWELL AT (856) 442 -8073 BMP NOTES RELATIVE TO CONSTRUCTION OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT EROSION CONTROL: EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC -27� 24 HOURS A DAY. ACTIVITIES RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP OR ARE POTENTIALLY UNSAFE. BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE CONCRETE WASHOUT: THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. AVAILABLE AT ALL TIMES DURING HE RAINY SEASON (OCTOBER 1 TO APRIL 15). CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE -• �� ^�_�T_ ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO DRAINAGE NOTE CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO CROHELL RESIDEN77AL PROPERTY, 1325 SAN EUJO AVENUE CARDIFF, CA" PREPARED RY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT OF EACH WORKING DAY WHEN THE DAY RAIN PROBABILITY FORECAST CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT HE CONSTRUCTION SITE ACCESS: 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. HE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL UTILITY NOTE NG OF THE CITY ENGINEER AFTER EACH INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. PUBLIC RIGHT OF WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. RUNK10 F PRODUCING RAINFALL. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 5. HE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES CONSTRUCTION VEHICLES: 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED GRADING NOTES OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. VEHICLES MADE O SF 5,617 SF EQUIPMENT MAINITT REPAIRSESHALLEBE OFF-SITE. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY EROSION CONTROL: EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE OR ARE POTENTIALLY UNSAFE. BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER 7, ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. PRIOR TO ANY REQUEST FOR INSPECTION. PLAN SHALL BE INCORPORATED HEREON. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. -• �� ^�_�T_ 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE 2. THE SOILS REPORT TITtfO "REPORT CIF` PRELIMINARY GEOTECHNICAL INVESTIGATION THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST CROHELL RESIDEN77AL PROPERTY, 1325 SAN EUJO AVENUE CARDIFF, CA" PREPARED RY 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. OTECHNICAL EXPLORATION, WC DATED JULY 16, 20141 ALL GRADING SHALL OF EACH WORKING DAY WHEN THE DAY RAIN PROBABILITY FORECAST BE ACC ANCE WITH THE RECOMMENDATIONS AND SPECIFICA77ONS CONTAINED EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED VEGETATION WHEN pROJOECTS BTO IN IOONERiN AFTER EACH RAINFALL. SHAILL BE DN IN PHASES AVO DY UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN UNNECESSARILY; THEY HELP DECREASE EROSION, PUBLIC RIGHT OF WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. w STORMWATER POLLUTION CONTROL POST TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. CONSTRUCTION BMP /IMP NOTES BE PREVENTED BY L PLANTING DFASST -GROW FAST-GROWING ANNUAL AND PERENNIAL O GRASSES LL 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO TO SHIELD AND BIND THE SOIL. PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS GRADING ACTIVITIES ARE COMPLETE. EXISTING PRIOR TO GRADING. AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET 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. MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL ON -SITE CONSTRUCTION MATERIAL STORAGE SHALL NOT BE MODIFIED WIHOUT A PERMIT FROM HE CITY. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT 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 DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUN WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD TOWARD _ SECONDARY CONTAINMENT FOR ALL FUEL STORED ON SITE. ELIMINATE OR STANDARDS, LAWS AND REGULATIONS. THE APPROVED BMP /IMP FACILITY AND /OR THE TURF/LANDSCAPED AREAS. REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL CITY RECOGNIZED HOLIDAYS. IMP /BMP. STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA BARRIER AROUND THE PERIMETER AT ALL TIMES. MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: 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 WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING 760 633 -2770. ( ) ENCINITAS SHALL TRAINED TO BE FAMILIAR WITH HE CITY ENCINITAS 6. ALL STORMWATER IMP�BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR STORMWATER POLLUU N TION CONTROL REQUIREMENTS. THESE BMP NOTES 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 CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL M SUBCONTRACTORS (STORMWATER PREQUIREOMENTS SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 7" THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN ABOUT AND THEIR OWN RESPONSIBILITIES. 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. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL 8. ALL 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 PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT HE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. AN AS GRADED CERTIFICATION' SHALL BE PROVIDED STATING: "THE GRADING ALLOW RAIN WATER TO ENTER HE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE UNDER PERMIT N0. 12006 -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. 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 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 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 THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH 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. EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A 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, REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO SAN DIEGUITO WATER DISTRICT NOTES S ANDETTHATOINSHSNOPINION, ALL EMBANKMENTS A DUEXCAVATONS AREISION NFORMATIIONION DISPOSAL OFF HDAZARDOUSFMATERAL, CALL HESHAZARDOUS 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 WASC COMMITTEE ( ) . POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND 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. 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 LOCATION PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE XI NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE STRUCTURE WITHIN THE FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY BEEN INSTALLED. LIMITS 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 IN ACCORDANCE WITH STANDARD SPECIFICATION. PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR ALL CONSTRUCTION DEBRIS SHALL KEPT AWAY FROM THE STREET, GUTTER, ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE AND CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP S REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE H SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER RIALTHRAIN. MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY 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 WITH SPECIFICATIONS. MEET CURRENT WATER AGENCIES STANDARDS COMMITTEE (WASC) STANDARDS. IF NOTIFICATIONS FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT 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 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 TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT SERVICES. EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE 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 BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND AND SAN DIEGO GAS AND ELECTRIC VAULTS. SITE. IT IS HE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR GRADING ORDINANCE. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. COMMENCEMENT OF WORK: 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL A. SEWERS - CSD - (760)-633-2770 BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS B. GAS & ELECTRIC - SD 6E - (760) - 438 -6200 CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 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 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 ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED WILL BE SUBJECT TO REJECTION _AND _REMOVAL. IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE O i 9 � A SHAW cR °w�� s TRUSTEES °n+E ° E`c TRUST WNER /PERMITTEE i %oou Uz90 T; CAA&VFF. CA 9 007 SITE ADDRESS 1325 SAN ELIJO AVENUE CARDIFF BY THE SEA, CA 92007 VZGAL DESCRIPTION , PARCEL 1 OF PARCEL MAP NO. 21157, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER AUGUST 22, 2014. OWNERS 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. vicug11 1 lYl" NOT TO SCALE S. S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS PROP TY BOUNDARY -- ____ -- 4Arii EXISTING ASEMENT RICHARD N! CROAELL AND DANA SHAW CROW'ELL DATE PROPOSED NTOURS 255 P O. BOX 7312 RANCHO SANTA I& CA 92067 EXISTING CONT RS EXISTING EDGE OF AVEMENT I, JArNE 6 . GGeZDS A REGISTERED CIVIL ENGINEER IN THE STATE OF "C `' °ti CENTERLINE - CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL � EXISTING WATER MAIN CON0177ONS PREVALENT WTTFIIN THi SITE WAS MADE BY M£ OR UNDER MY DIRECTION BETWVV THE DATES 7 /L/¢ AND 7 �/6 �I, ONE COMPLETE +' EXISTING WATER MAIN COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY � � RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER, FURTHERMORE I 935: EXISTING RETAINING WALL ta la HAVE REVIEWED THESE GRADING PLANS AND CERTIFY RECOMMENDATIONS INCLUDED IN THE SOILS REPORT HAVE �T EXISTING FENCE __x ___ w__ BEEN INCORPORA {? IN TT!£ GRADING PLANS AND; -- �1 PROPOSED KEYSTONE ALL SIGNED: r R I a I RCE NO.. 4 a � DRAINAGE DIRECTI QEXP. DATE - '9 �'� # cS* �` { I� ^�T FLOWLINE SWA l4CJk Fe3.3ktU+NL iVF1x£b[]ATfLUl lklA COAST GEOTEI I OF oobr 779 ACADEMY OR,S aU 97A75 PROPOSE PAVEMENT TRENCH REPAIR " h STATEMENT OF ENGINEER OF WORK- PROP SED PERMEABLE PAVERS 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 GRIND AND HOT MIX ASPHALT PAVING 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 TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLITY 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. F � L wWu EARTHWORK DATA STEEPEST EXISTING SLOPE ON -SITE = 2H : 1V MAXIMUM VERTICAL DEPTH OF CUT =X- 11.0 FT MAXIMUM VERTICAL DEPTH OF FILL = *0.50 FT 1,360 C.Y. CUT = 4J5° -e. R. FILL = -O e (. 20 C.Y. EXPORT = X35 8: f: 1,340 C.Y. REMEDIAL = -GG.- 270 C.Y. QUANTITIES SHOWN DO NOT REFLECT ANY SHRINKAGE AND SWELL FACTORS SHEET INDEX SHEET NO. 1 TITLE SHEET +/I is- DA TE No.. 50356 Exp. 12/31/16 15 EXIISTINr DOPERI, OOS AREA PROPOSED iMPERWOUS AREA Il €T CHANGE O SF 5,617 SF +6,617 SF 6,617 SF .9M,RON NEW SINGLE FAMILY I-WE, ACCESSORY TWIT sit HARVSCAPE BMP PROJECT STATUS cIm PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTME 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 a LAET ITE °�ASTAL LANDS T,,�TONS, INC. TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. & ASSOCIATE 577 SECO T EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, CIVLE INEERl" +4 I4� + LAND O fm EN CA 920 IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS 5�? h ffi hwxy 104 Sit* A, Salt Bm- , A 9x;1075 y .21 l j ��36 IS � ��(� Q -Zd -/s � HE TREE REMOVAL (760) 230 -6025 __ -_�tt - -- Twa's T 950. 20,012 ' FAX (760j 230 -6026 SI DATE SIGN DATE SIGN D TE N DATE SIGN DATE SIGNATURE EXPIRES 2 YEARS AFTER DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL �b : apK TEL " ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO AAM ACE ALL jNEt"J3;-A►iQO S M. s x,!,_ NTH CITY OF ENCINITAS BENCHMARK ENC -41 2" IRON PIPE GRADING PLAN FOR: 2.5" CITY OF ENCINITAS BRASS DISC MARKED PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED CHA44E__ OF SOIL ENGIWEER OF REcOgp //- "ENC-41, L.S. 7322" LOCATED IN A.C. IN A TURNOUT c.. �r n. r rrn rs WUE f, ON THE EAST SIDE OF NORTHBOUND HIGHWAY 101, HORIZONTAL: 1' = 20'y`y�°' �•r,�-,g q G1sli!° AREA ♦ �RYIiTI�S S _ . S -_ DATE: �1 /y /� _ = == - -- -- -- 12DO�-G 10.5 MILES NORTH OF CHESTERFIELD DRIVE AND - - AS - BV LT Stu -� -( �E 9 1T l0 3 10 FEET WEST OF THE NORTH END OF GUARD RAIL VERTICAL: 1" = 10' - MASH MAHER Rer GLENN PRUIM2Jr SAN EUJ© AVENUE C - -- PER R.O.S. 18416. -- R.C.E. NO. 8f?.356 -- 5 144 LL ELEVATION = DATUM = NAVD88t2 TYLER G LAWSON EXP. 12� �Ifo- DATE DATE PLANNING CASE N0: 14 -222 COP A.P.N. ,260- 620 -96 SHEET 1A OF 3:7 w R/W R/W jr _.... _ FS =12L•2.6 k ( TW =104.0 =112.3 16 GRADE OUT SLOPE BW =101.5 ��0 -�� -1� BW= 111.7 - Tw 3'I•Yg G f �.1. ' IN R/N! =105.5 TG =103.9 1�5.bY 126.9 APN �� `���- = IE= 101.6 ( X111.8 3- _ -! 8 IIy.Y BW -1�1 -f 1E= 122.13 ; FS= -1 :4 .1 20 9w 101.5 BW =108.5 tY29 TW.114.8 Y150 . ' - 1 6 B1061 11.7 8W =113.5 BW =115.0 ' z g � wiQ Q x w - © N N � o � w a 3 %� , I :� I ' ...', � i I I � L L L I ',, ,. ' . ,, i � I 1 t 1 , / W � Z J Z Q 1 _yy.� �.3 " a� 'y' k �y L� Tz .i " 1Y roam" .4. . .\. . . ^� ^. ; , .. � `\. � ,� . � : . � ' �� .,' � ?\` _'��� �� `� . ` , ' � : . , � ,� � ,. � ^ . , � • . ; , � ^` . � v: . , . , : ,�� �� .- '\ =`� ,. . ` : \\ . . 1t,'. � .4 , . s 4 ' .� ;. ... '.� �v :�^ ...,�, ; .^� .y\.'.� '\.. '.� �� ...*� . T. `. ',-`� .� � 1 . ,..' ^ �� 1 `� ^�a" ` i-..?,% x . : ;: : ' : � � . . , . ! :. �.�4 .~ : , � � `; ! , - : � i '. ., 1- � 22 ,. .:.w .. .-.1 :.`, .' : ! . + �*x w - 11f 4 1 00 . x x % * * 1' .+i x X 0,.7X 9 x * + 3 3 4 x x I x x x ° = x ° F d .Sa ' x 1\ = • ° a a i 1 -. Qx G Q10Tx . 0 x G 3 2= I 9 � 1 110 � 55a "°37 Wo ...3% 3 . = 7 % %s 1 Q10 F9 < 1S .{E ==/' = 1 1 a .8 - 0 a 1 0i a .� O, I i \ X % Q - i ° ,_1 a 4f LI _ 1 . - 2_ 8- X .;a �' - - V' ,. . J:_ :.o s ° 7a _ 3 _ 2 . - q ; .- •l�' i- -x - - _ , . _t_ . -., _ _x - ' a - F x 5 = `. . , ° 1 c :4 1 � L0 . _ a- '< ' % � a * a- s_•; - :..T- W _ - .a �I- . 11_ mo 1^ . 0', �� „ B. I 4 i � � I i �% . '. x - * E x -=- 9 ° * 1 i1 i 1 1B % 1 x .1 9 8 = 5y x .II'x! ! ' x x ° l �x * @ - ta % 0 x x +� x * x �° x * X t : 1T�+ G (Ex Q = x = * x x + x * 1 1 * I2 Z2 63• � + % . .x + x x a * 3 ' x * x X x * x 6a + : %: 9 x * �x -' x ** 129. x . 2x9 c A i . M=I 3.:c x J 1 •* . .Fx �9 S x 1G . :1, . ? 7 =109.4 =100: BW=105.7 1 TG= 115.70 2 APN; X *x 1 _ -x X x �X 1 .+ . P * - x .x+ * * * , X ,* 3w - * .* . : z - .+ , "X ** X /x :' x x X * 0x x6x C ` * , *x [X x X 8 + X x .* -% x x 0C % * * x *X R * v E + * x * * * r x * X xx . + _ x +* 'x x* i X : . '* c x , * ` * x + O *$x L x ►x� * X ax % + `* t x �* ` * ,' ! - X * - ' �x ►X + F� x + :' f 1x x X o X * S`1_ x % * �-` x ; x � X x X x x►* * \=+ x x - � * P x 1 + ; * '* + 31x X % x + 3* * * * :,* x x * * 0 * + . + % * X * + X x * . X xx ' + ' * 4 x * * x *� * ' + x X x + x * x x * * � x x x X J x `x x * , * + x x x * * + x � * x 4* x X * x y * x # ` * , x * X X * x' * * , .x , x " x * x , ** % x x / x x. * x x X* X % *. X * . + + x * * x x 1 * X * + x x xx 3 x x X * x ** X xx x x 4 x ' * .x +* x, x x x . x 1 ., ' * x x x ' 6 x x X ** x x x x * X * * X X y * + x x 1 x . x x * + * + x + x * x x , X * s * + ++ . * x x x x + + * + + + * x * * x % * x x % * * * x x * �x x * * * ° x ' � * * X * X x *x x x x X x x X * x L x x * * x . xx x X x + x * + ,x *x x *x x l x x 1 x X + X� * % % I + # * + x x Ix * * * * i + x* X * % ' x# , i I l 1* I x x*x ' x * X * * * * * x + * X x x X % * +x x * x* x x x * * * * x * x X * x * * x + x x * x s x % + * * x x * * x x x x ,X . * = * * *+ . %* x • * X % . + x x + � *6 0. 1 .2 - 1 14.50 12 .79 10 x * *x xX x . * x x x * * + X x * *x + x * x x x * x x x x + X X x x + X * x x X %+ x ! x x X + ' ii p 3 N �Z ce s ' ! a* =* 13. 7.� 5 ' , = syso 16 i �o '12.0% $ 131 . - 7 104. 7G _ 1 �IIY3 tE =11383 IE_124.1 'x3 APN 26 ®- s20°� IB=117,3 PROPOSED WATER E" 6 FEATURE PER �TlE M FF =0 = 131 1. R ! 08- � BW =1270 LIMIT OF GAGE 1Ef V= 8F. 2.0 % =130.5 17OOR BE LOW 4 _ 104.6 1€ =F3 LEYa AO 26.7 ACCa0AAT 11L =104. LS- 114.92' TG- 114.84 T 78 e A 1 �' PAD .133 N li h LIMIT OF AWN d 1n. ' e:: *u =1270 PAD � FS -13 1 n TW =103.1 . FOR ABOVE o I BN -121.0 W TW -13R1 x 20' FM , FS Al BW =127Q 8 IE -104.0 112.24 18 BW =d03.B =1t WL�A FG -_ 130. v101.4 ° IW _ 118.0 170 TW_ 1212 IW =1 ' 107 S110.99 FG _ 110 N=FS B1I118 BW - 117 5.1 : 15 t; � - I - �I . - - - d - A x * x _ x i 1 .OD 12 -1 03 =11 7 FS= I'13,61 - - - N 67`1T46'E 26 .98' S., 16 W - - - - � Q 10 I BW =104 D_, t 9 F5 =104.5 , 117,5: � � TG -119. `, TG 1 -125.0 TG= 120.9 6 ': � 9 = 04.0 ! 7 1 1 = -- BW =15A 8 BW =t17.P 1E= tlfra" >119' 1E =117.9 8 ^' tE= 11`.9 BW= 124.0';' IE =119.9 z B�N =100. 16 TW�51 7 _ n Zs -104.39 1094 BW 5.: "` "' 'BIN =i1F.3 X19 . TM =f t7 °7fi8 t TW =i19� _ _12U =1 3. _ =125.5 BIN= ; w z g - - - _ _ _ BW =121 12;0 N _ f03.6 _ BW= 104.6 _ , _ IE 1l „_ 8,. , _ BIN 117.0 _ LiN!.,117.5 BIV 119.5 BW 119.5 BW -12 .5 BW-1 LO 0 eel w z GRADE SLOPE 10.1 t0. RETICULATING WATER SHALL BE USED IN ALL DECORATIVE WATER FEATURES RECOMMENDATIONS, AND INSPECTED AND MAINTAINED ON A QUARTERLY BASIS. BMP'S SHOULD NOT BE PAVED OR ALTERED 11. MULCH WILL BE USED ON SLOPES LESS THAN 3 :1 TO A DEP7H OF 3" TO MINIMIZE EVAPOTRANSPIRATION. WTHOUT A CITY PERMIT. 12. SOIL AMENDMENTS WILL BE USED TO CREATE AND MAINTAIN A HEALTHY GROWING MEDIUM FOR ALL PLANT w MATERIAL. SOIL TESTING WILL BE UTILIZED TO IDENTIFY ANY SOIL DEFICIENCY AND OFFER AMENDMENT REVIEWED BY: R WED Y � REVIEWED BY: REVIEWS 16. PERVIOUS PAVERS SURFACE SHOULD BE SLOPED AWAY FROM STRUCTURES AND ANY OTHER SETTLEMENT SENS177VE RECOMMENDATIONS _ SEE S ff"f /A ' IMPROVEMENTS. 13. THE ESTIMATED TOTAL WATER USE SHALL NOT EXCEED 174E MAXIMUM APPLIED WATER ALLOWANCE (MAWA). 14. THE HOMEOWNER SHALL AVOID OVERSPRAY OF PLANTER AREAS, ETC. IF THE LANDSCAPE AREA FOR THE SITE 7p _ 17. ALL COMBINED RETAINING WALLS AND FENCES/RAILINGS OR WALLS W17HIN 2 FEET OF EACH OTHER SHALL NOT EXCEED MORE EXCEEDS 5,000 SQUARE FEET, THEN THE PROJECT IS SUBJECT TO ALL REQUIREMENTS, CALCULATIONS AND WORKSHEE7S D�q(��- DA DATE: DATE IN CHAPTER 2326 OF THE MUNICIPAL CODE THAN 6 FEET IN HEIGHT. I I SIGNATURE EXPIRES 2 YEARS AFTER DATE iR 1225 o GRADING PLAN �iI REFERENCES DATE BENCHMARK THE MAINTENANCE OF ALL PROPOSED BMP'S WILL BE THE RESPONSIBILITY OF THE OWNERS. THIS WILL INCLUDE ANY POST- �t� FIRE DEPT N07E • SCALE: 1 " =10' DESIGNED BY 10 APPROVALS /�/� ry��® NO MS. CV/M TRUC/ /L�/1i NOMS% CONSTRUCTION BMP AS WELL AS ANY CONSTRUCTION BMP THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR FOR A DRAWING NO. LACE POOL EQUIF OKY UTILITIES AA M 41 /1 &A 1 _ SPECIFIED PERIOD OF TIME AFTER THE COMPLETION OF ALL CONSTRUCTION OPERATIONS. 1. ALL FIRE APPARATUS ACCESS SHALL HAVE AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET 6 HORIZONTAL 1 " =10' VERTICAL NIA S.D.R.SD. = SAN DIEGO REGIONAL STANDARD DRAWINGS Y4 EXISTING 20' EASEMENT FOR PUBLIC R/W PER DOCUMENT RECORDED l INCHES. CRC 503.2.1 AS -59ILT PROJECT PROPERTY LINE I 12 -22 -48 AS BOOK 3057, PAGE 473 OF OFFICIAL RECORDS DISPOSING OF POLLUTANTS, DIRECTING WAS WATER INTO LANDSCAPING AREAS RATHER THAN INTO THE STREET GUTTER OR STORM 2. FIRE ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF NOT LESS 7NAN 75,000 ABBREVIATION LEGEND EXISTING RIGHT- OF- WAY/PROPERTY LINE Q t0. RETICULATING WATER SHALL BE USED IN ALL DECORATIVE WATER FEATURES RECOMMENDATIONS, AND INSPECTED AND MAINTAINED ON A QUARTERLY BASIS. BMP'S SHOULD NOT BE PAVED OR ALTERED 11. MULCH WILL BE USED ON SLOPES LESS THAN 3 :1 TO A DEP7H OF 3" TO MINIMIZE EVAPOTRANSPIRATION. WTHOUT A CITY PERMIT. 12. SOIL AMENDMENTS WILL BE USED TO CREATE AND MAINTAIN A HEALTHY GROWING MEDIUM FOR ALL PLANT w MATERIAL. SOIL TESTING WILL BE UTILIZED TO IDENTIFY ANY SOIL DEFICIENCY AND OFFER AMENDMENT REVIEWED BY: R WED Y � REVIEWED BY: REVIEWS 16. PERVIOUS PAVERS SURFACE SHOULD BE SLOPED AWAY FROM STRUCTURES AND ANY OTHER SETTLEMENT SENS177VE RECOMMENDATIONS _ SEE S ff"f /A ' IMPROVEMENTS. 13. THE ESTIMATED TOTAL WATER USE SHALL NOT EXCEED 174E MAXIMUM APPLIED WATER ALLOWANCE (MAWA). 14. THE HOMEOWNER SHALL AVOID OVERSPRAY OF PLANTER AREAS, ETC. IF THE LANDSCAPE AREA FOR THE SITE 7p _ 17. ALL COMBINED RETAINING WALLS AND FENCES/RAILINGS OR WALLS W17HIN 2 FEET OF EACH OTHER SHALL NOT EXCEED MORE EXCEEDS 5,000 SQUARE FEET, THEN THE PROJECT IS SUBJECT TO ALL REQUIREMENTS, CALCULATIONS AND WORKSHEE7S D�q(��- DA DATE: DATE IN CHAPTER 2326 OF THE MUNICIPAL CODE THAN 6 FEET IN HEIGHT. I I SIGNATURE EXPIRES 2 YEARS AFTER DATE N07ES. GRADING PLAN DATE REFERENCES DATE BENCHMARK THE MAINTENANCE OF ALL PROPOSED BMP'S WILL BE THE RESPONSIBILITY OF THE OWNERS. THIS WILL INCLUDE ANY POST- �t� FIRE DEPT N07E • SCALE: 1 " =10' DESIGNED BY 10 APPROVALS /�/� ry��® NO MS. CV/M TRUC/ /L�/1i NOMS% CONSTRUCTION BMP AS WELL AS ANY CONSTRUCTION BMP THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR FOR A DRAWING NO. LACE POOL EQUIF OKY UTILITIES AA M 41 /1 &A 1 _ SPECIFIED PERIOD OF TIME AFTER THE COMPLETION OF ALL CONSTRUCTION OPERATIONS. 1. ALL FIRE APPARATUS ACCESS SHALL HAVE AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET 6 HORIZONTAL 1 " =10' VERTICAL NIA S.D.R.SD. = SAN DIEGO REGIONAL STANDARD DRAWINGS O1 EXISTING 20' EASEMENT FOR PUBLIC R/W PER DOCUMENT RECORDED 2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON SOURCE CONTROL MEASURES, SUCH AS 174E PROPER MEANS OF INCHES. CRC 503.2.1 AS -59ILT PROJECT PROPERTY LINE 12 -22 -48 AS BOOK 3057, PAGE 473 OF OFFICIAL RECORDS DISPOSING OF POLLUTANTS, DIRECTING WAS WATER INTO LANDSCAPING AREAS RATHER THAN INTO THE STREET GUTTER OR STORM 2. FIRE ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF NOT LESS 7NAN 75,000 ABBREVIATION LEGEND EXISTING RIGHT- OF- WAY/PROPERTY LINE Q INSTALL 3' WIDE TRENCH RESURFACING PER CITY OF ENCINITAS U71LITY TRENCH DRAIN, MINIMIZING THE USE OF HOUSEHOLD CLEANERS AND 0774ER PRODUCTS WHEN THEY HAVE THE POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM WATER AND SPILL CLEAN UP TECHNIQUES POUNDS AND SHALL BE PROVIDED WITH AN APPROVED PAVED SURFACE TO PROVIDE ALL- WEATHER DRIVING CAPABILITIES. BIN = BOTTOM OF WALL ELEVATION , / / / / / / / / / / BACKFILL AND RESURFACING STANDARD AMENDMENT 503.2.3 FS = FINISHED SURFACE EXISTING EDGE OF PAVEMENT J. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO BE STOCK- PILED, THE STOCKPILES WILL BE LOCATED OUTSIDE 3. THE GRADIENT FOR A FIRE APPARATUS ROADWAY,• THIS GRADE SHALL NOT EXCEED 20X GRADES. EXCEEDING 15% FG = FINISHED GRADE PROPOSED PERMANENT BMP AREA (NOT TO BE MODIFIED O3 INSTALL 6" WIDE x 16" DEEP PCC FLUSH CURB OF ANY DRAINAGE COURSE IN ORDER TO REDUCE THE POTENTIAL FOR STORM WATER TO COME IN CONTACT WITH AND SUSPEND THE MATERIALS WITHIN ITS FLOW. IN ADDITION TO THE LOCATION OF THE STOCKPILES, WHEN THE STOCKPILES WILL REMAIN IN INCLINE OR DECLINE) ON FIRE APPARATUS ACCESS ROADS SHALL NOT BE PERMITTED WITHOUT MITIGATION. (INCLINE LINE FL = FLOW LINE WITHOUT A PERMIT FROM THE CITY) ® CONSTRUCT KEYSTONE RETAINING WALL CONSTRUCT PLACE FOR THE COURSE OF MORE THAN 1 DAY, THEN THE STOCKPILE IMLL BE ADEQUATELY COVERED SUCH THAT PRECIPITATION WILL NOT BE CAPABLE OF COMING IN CONTACT WITH THE STOCKPILED MATERIAL. = FLOW FLOOR GF = GARAGE FINISHED FLOOR PROPOSED LANDSCAPING O5 DISTRICT TO INSTALL 1 -INCH COPPER WATER LATERAL AND DUAL A/� C �/ IE = INVERT ELEVATION METER PER WAS WS -09, WC -17 AT OWNERS EXPENSE 4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN SHUTOFF DEVICE, WHICH WILL DISCONTINUE IRRIGA77ON IN GASEME NOES; TO = TOP OF GRATE ELEVATION PROPOSED PERVIOUS PAVERS THE EVENT OF RAIN AND IF THE SOIL IS SUFFICIENTLY SATURATED. TW = TOP OF WALL ELEVATION © CONSTRUCT RETAINING WALL PER STRUCTURAL PLANS PR /2) AN EASEMENT FOR PUBLIC U77U77ES, INGRESS AND EGRESS AND INCIDENTAL PURPOSES GRANTED TO SOU7HERN CALIFORNIA TELEPHONE COMPANY RECORDED PROPOSED PCC O7 CONSTRUCT RETAINING WALL (5' 4" MAXIMUM DESIGN HEIGHT) PER SDRSD C -2 (ALL WALLS 5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED AND MAINTAINED TO ENSURE THAT OVER WATERING IS MINIMIZED, BROKEN OR MALFUNCTIONING SPRINKLER HEADS WILL BE REPLACED AS NEEDED, AND IN THE EVENT THAT ANY MARCH 20, 1942, IN BOOK 1319, PAGE 355 OF OFFICIAL RECORDS. PROPOSED DG WALKWAY ® CONSTRUCT TEMPORARY SHORING WALL PER DETAIL SHEET SH -] WITHIN THE PIR5T IRRIGATION PIPING DEVELOPS CRACKS, LEAKS OR BREAKS REPAIRS WLL BE ARRANGED FOR AND THE IRRIGATION SYSTEM WILL PR ) A 20' EASEMENT FOR PUBLIC ROAD AND INCIDENTAL PURPOSES. GRANTED 15' OF THE IRoPFsRTy E17HER BE SHUT -DOWN ENTIRELY OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN OFFLINE, IF POSSIBLE, UNTIL 7HE TO }{ E COUNTY OF SAN DIEGO, RECORDED DECEMBER 22, 1948, IN BOOK 3057, EXISTING AC PAVEMENT '�� � � yA t�9 CONSTRUCT SITE WALL OR RAILING PER ARCHI7ECTURAL PLANS SHALL NOT gIcCEHD PROBLEM IS CORRECTED. PAGE 473 OF OFFICIAL RECORDS. CENTERLINE OF ROAD - 10 4' IN HEIGHT CONTRACTOR TO GRIND AND OVERLAY 2" AC PAVEMENT 6. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND PR 15) THE TERMS AND PROVISIONS CONTAINED IN 774E DOCUMENT EN717LED LANDSCAPE AREAS PRIOR COLLECTION ON AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. NCROACHMENT MAINTENANCE AND REMOVAL COVENANT ENCROACHMENT PERMIT PROPOSED CONTOUR LINE 11 INSTALL PERVIOUS PAVER PER DETAIL SHEET 3 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION ON CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT O. 12006 -PE PER DOCUMENT NO. 2014 - 0294264 OF OFFICIAL RECORDS EXISTING CONTOUR LINE - 1�rJ - -- FROM THE CITY RECORDED JULY 15, 2014. PROPOSED FLOWUNE 12 INSTALL 5' WIDE DG PEDESTRIAN PATH Z OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN '' AAA' �f/� p� p�/ p�� L./� /rDSC AA BMP ARE4 N®MS° PROPOSED SETBACKS 13 PORTION OF BUILDING TO RETAIN ADJACENT GRADE CONSTRUCT PER SEPARATE BUILDING PERMIT THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN AN ISSUANCE OF A STOP WORK N077CE AND DOUBLE PERMIT FEES IT IS THE RESPONSIBLIBITY OF THE OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY LINE IS MAWA CALaullON PROPOSED RETAINING WALL 14 INSTALL 4' PVC SEWER LATERAL PER WAS SS -Of. CONTRACTOR TO VERIFY IE ELEVATION .... 8. ALL UTILITIES SERVING 7141S S17E SHALL BE INSTALLED UNDERGROUND. LOT 1 GROSS LOT AREA = 13,217 SF PROPOSED WALL PER SEPARATE PERMIT 15 INSTALL CANTILEVERED DECK PER ARCHITECTURAL PLANS 9. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM TOTAL AREA EXEMPT GRAPHIC SCALE 1" =10' PROPOSED TEMPORARY SHORING WALL 16 EXISTING PIPE SURVEY MONUMENT SHALL BE PROTECTED IN PLACE STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. FROM MAWA CALCULA71ON = IZ939 SF MONUMENT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR WHO PROPOSED POOL WALL PER SEPARATE PERMIT - - SHALL FILE A CORNER RECORD M714 THE COUNTY IF DISTURBED 10. EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE'MA77NG) MUST BE IMPLEMENTED WHERE TOTAL LANDSCAPE BMP AREA 42.94.62x278 = 7395 ETD 10 0 10 20 30 APPLICABLE TO PREVENT SOIL EROSION ON SITE SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) PROPOSED SAWCUT LINE OR DESTROYED. MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO 1. WATER IS TO BE DIVERTED FROM HARDSCAPE AND ROOFS INTO STORMW47ER BMP AREAS. p INSTALL GATE STRUCTURE PER ARCHI7ECTURAL PLANS ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. 2. IRRIGATION SHALL BE DESIGNED TO LANDSCAPE IRRIGATION EFFICIENCY NECESSARY TO MEET MAWA PROPOSED 4" PVC DRAIN PIPE CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE J. ALL IRRIGATION SHALL BE GROUPED INTO HYDROZONES AND DESIGNED TO DELIVER WATER TO HYDROZONES BASED ON MOISTURE REQUIREMENTS PROPOSED 4" SEWER LATERAL PER WAS SS -01 18 POOL WALL PER SEPARATE PERMIT TOILETS OVER A PERVIOUS SURFACE 4. ALL IRRIGATION TO BE INSTALLED VA774 CONTROLLERS WITH RAIN SENSING SHUTOFF AND SOIL MOISTURE SENSING DEVICES PROPOSED 1" COPPER WATER LATERAL AND DUAL 19 DRAIN PIPE TO DAYUGHT AT FINISHED SURFACE OF BMP AREA W 11. NO DIRECTLY CONNECTED IMPERVIOUS AREAS DCIA SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND ( ) 5. PLANTS, WHERE POSSIBLE, WILL BE ROOT WATERED VIA SOAKER HOSES OR XERISCAPING METER PER WAS WS -09, WC -17 CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. 6. DROUGHT TOLERANT PLANTS AND LOW WATER USE PLANTS ARE TO BE USED THROUGHOUT THE LANDSCAPE NOT: SEPARATE CON TRUC7ON PERMIT SHALL BE OBTAINED FOR DRIVEWAY APRON, CURB, GUTTER, SIDEWALK AS 7. HIGH WATER USE PLANTS WILL BE LIMITED 8. TURF AREAS ARE TO BE HELD TO AN ABSOLUTE MINIMUM. LOWER WATER USE TURF SHALL BE USED WHEN EXISTING SEWER MAIN S ® TOP OF FOOTINGS ADJACENT TO BMP AREA SHALL QROFESS /ON G L4 WELL ANY OTHER WORK IN RIGHT-OF-WAY. BE A MINIMUM OF 2' BELOW GRADE w��R 9. A MAINTENANCE SCHEDULE SHALL BE PROVIDED INCLUDING: PUBLIC WORKS EXISTING WATER MAIN �? 13. ALL THE WORK PROPOSED ON THIS PLAN IS EN71RELY WITHIN THE APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT A. IRRIGATION WATERING, RUNOFF, EROSION OR IRRIGATION SYSTEM FAILURE z PROPER71ES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR. A B. MINIMIZING OVERSPRAYING ONTO HARDSCAPE AREAS EXISTING GAS MAIN w No. 80356 WRITTEN LETTER OF PERMISSION FROM 714E ADJACENT PRIORITY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO C. REPLACEMENT OF DEAD, DYING OR DISEASED VEGETATION D BY: ZI CONST(tUtT jCETAININ4 WALL PER STRUCTURAL � Exp. 12/31/16 START OF ANY SUCH WORK: ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY D. ERADICATION OF INVASIVE SPECIES E REPAIR IRRIGATION SYSTEM & COMPONENTS EXISTING SURVEY MONUMENT o T 9 OF PERNIT 15-1005 AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UN71L THE REQUIRED PERMISSION F. REPLENISHING MULCH ____ _ PROPOSED RIP I� PRAW144 S1 DETAIL IT9 CIVI\. IS OBTAINED. G. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY PLANT GROWTH. I- �J Z > RAP U O' CpL \E 14. CONTRACTOR TO LOCATE AND POTHOLE EXISTING SEWER MAIN AND LATERALS H. FERTILIZING, PRUNING, WEEDING AND MAINTAINING HEALTHY PLANT GROWTH -- DATE: PROPOSED PCC CUTOFF WALL LL - 1. MAINTAIN TO AVOID OBS7RUCTON OF MOTORISTS VIEWS 15 THE BMP'S INCLUDING BIORETEN71ON BASIN AND PERVIOUS PAVERS SHOULD BE INSTALLED PER MANUFACTURES J. IDEN77FY WHO IS RESPONSIBLE TO MAINTENANCE PLANNING & BUILDING ENCINITAS FIRE PROTECTION DIST SAN DIEGUITO WATER DISTRICT PARKS & RECREATION t0. RETICULATING WATER SHALL BE USED IN ALL DECORATIVE WATER FEATURES RECOMMENDATIONS, AND INSPECTED AND MAINTAINED ON A QUARTERLY BASIS. BMP'S SHOULD NOT BE PAVED OR ALTERED 11. MULCH WILL BE USED ON SLOPES LESS THAN 3 :1 TO A DEP7H OF 3" TO MINIMIZE EVAPOTRANSPIRATION. WTHOUT A CITY PERMIT. 12. SOIL AMENDMENTS WILL BE USED TO CREATE AND MAINTAIN A HEALTHY GROWING MEDIUM FOR ALL PLANT w MATERIAL. SOIL TESTING WILL BE UTILIZED TO IDENTIFY ANY SOIL DEFICIENCY AND OFFER AMENDMENT REVIEWED BY: R WED Y � REVIEWED BY: REVIEWS 16. PERVIOUS PAVERS SURFACE SHOULD BE SLOPED AWAY FROM STRUCTURES AND ANY OTHER SETTLEMENT SENS177VE RECOMMENDATIONS _ SEE S ff"f /A ' IMPROVEMENTS. 13. THE ESTIMATED TOTAL WATER USE SHALL NOT EXCEED 174E MAXIMUM APPLIED WATER ALLOWANCE (MAWA). 14. THE HOMEOWNER SHALL AVOID OVERSPRAY OF PLANTER AREAS, ETC. IF THE LANDSCAPE AREA FOR THE SITE 7p _ 17. ALL COMBINED RETAINING WALLS AND FENCES/RAILINGS OR WALLS W17HIN 2 FEET OF EACH OTHER SHALL NOT EXCEED MORE EXCEEDS 5,000 SQUARE FEET, THEN THE PROJECT IS SUBJECT TO ALL REQUIREMENTS, CALCULATIONS AND WORKSHEE7S D�q(��- DA DATE: DATE IN CHAPTER 2326 OF THE MUNICIPAL CODE THAN 6 FEET IN HEIGHT. I I SIGNATURE EXPIRES 2 YEARS AFTER DATE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. LACE POOL EQUIF OKY UTILITIES AA M 41 /1 &A 1 _ CITY OF ENCINITAS ENC -41, 2.5" BRASS DISC, EAST SIDE HWY. 101, 0.5 MILE NORTH OF CHESTERFIELD. ELEVATION: 73.612' DATUM: NAVV88 HORIZONTAL 1 " =10' VERTICAL NIA PLANS PREPARED UNDER THE SUPERVISION OF DATE: �! - R.C.E. NO. 80356 TYLtR G LAWSON EXP. 12 -31 -16 RECOMMENDED APPROVED ��''` BY :-ASIH MAHER ('vr GLENN PRUI /M ' S/14/15 DATE: DATE: GRADING PLAN FOR: c 1 �5 a7�i /Y Gta'V fyY NUC SAN c® ® AVENUE PLANNING CASE NO: 14 -222 CDP A.P.N. 11260- 620 -96 n/��+ 12106 -G AS -59ILT -- DATE SHEET 2A OF 7 R 50.06' R INSTALL 5' WOOD FENCE LANDSCAPE AREA INSTALL 4' 5.2' FS =117.5 4.2' PCC WALKWAY B FF-M OOYI PA71D-1'Z&0 3' ID :.. 2.4 LANDSCAPE AREA IrIT FS= 115.5 EXIST RETAINING -- — - " -- — s WALL TO REMAIN A -- FS= 114.84 WL =117.0 FS =111.0 ` SECTIONA NOT TO SCALE (FS= 118.5) EXISTING GRADE CONSTRUCT SHORING WALL PER DETAIL SHEET SH -24 BOTTOM OF POOL FS= 112.09 EXISTING OR FINISHED GRADE BW= BOTTOM OF WALL AT FINISHED GRADE TF= BOTTOM OF WALL AT TOP OF FOOTING TW =TOP OF WALL AT FINISHED SURFACE 1i 111I s 1 4.2' INSTALL 5' LANDSCAPE AREA WOOD FENCE FG 124.0 M6 �(FG= 125.0) TW =123.0 FS= 114.84 = 11 i I I I I I I I I I I I I 111 ExisnNG wL=ttzo III— — T ° 8.5 t III —� wAL6 PER III ' — =1 I 1 IEEr SH -2A PER „ SECTIONC NOT TO SCALE PLANNING &: BUILDING i NOT TO SCALE INSTALL LARGE COBBLE OR VEGETA77ON ON OVERFLOW EDGES TO ENSURE EROSION DOES NOT OCCUR TO 7HE SATISFACTION OF THE CITY INSPECTOR AND ENGINEER OF WORK - WA DROUGHT TOLERANT PLANTS (TYP,) Zm 2'FWRDW50D MULCH/ GRASS COVER OR CNY APPROVED EQUIVALENT 1% - - _ RC" EXISTING CURB & GUTTER TO REMAIN EXISTING 6' AC WATER MAI SAWCUT UNI END CONS7RUC770 MATCH TO EXISTIN C/L WAILN MAIN 24' LAYER ENGINEERED SOIL *SEE NOTE BELOW 2' LAYER OF 318' GRAVEL 12' LAYER OF 314' CRUSHED ROCK **SEE N07E BELOW * BIORETENRON ENGINEERED SOIL' LAYER SWILL BE MNIMUM 24' DEEP °SANDY LOAM° SOIL MIX WffH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOORD MULCH, AND 20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. ** 314' CRUSHED ROCK LAYER SWILL. BE A MINIMUM OF 12' BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN THE EFFECTIVE AREA OF 774E EOSIN SHALL BE LEVEL AND SWILL BE SIZED BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE 81OREIEN7ION BASIN IS 4% OF THE IMPERVIOUS AREA DR41NING TO 7T. ALL BIORUENTTON PLANTERS TO BE DEPRESSED AT LEAST 6' BELOW ADJACENT FINISHED SURFACE �('�� ,W �Li��I 0► i' REDWOOD HEADER DG PATH 6- R8 PRESSURE GAS MAIN SANELIJO A VENUE - TYPICAL SECTION NOT TO SCALE 2' REMOVE AND REPLACE EX AC PAVEMENT WITH 2" GRIND AND OVERLAY 67!16' PCC FLUSH CURB AT EDGE OF PERMEABLE o PAVERS 4' BASE COURSE LAYER 1/2' TO 1' AGGREGATE PERMEABLE PAVERS ORCO AQUA -BRTC OR APPROVED EQUAL 12' SUB BASE COURSE LAYER 112' TO 3- ANGULAR ROCK m 6' x 16' PCC FLUSH CURB AT EDGE OF PERMEABLE PAVERS � FILL OPENINGS IN PAVER UNITS WITH Y' TO %' AGGREGATE 2' BEDDING COURSE LAYER 114' TO 3/8' AGGREGATE NOTE.° PAVER INSTALLATION Sh4LL BE PER MANUFACTURER'S RECOMMENDA71ONS. PAVER SEC77ON IS SHOWN FOR REFERENCE ONLY PAVER SECTION IS REQUIRED TO MAINTAIN IMPOSED LOADS OF NOT LESS THAN 75,000 LBS PERVIOUS PAVER PARKING AREA TO BE MAINTAINED BY HOMEOWNER PER ENCROACHMENT MAINTENANCE AND REMOVAL COVENANT ENCROACHMENT PERMIT NO. 12006 -PE TYPICAL SECTION- PER VIOUSPA VERS NOT TO SCALE No. 80356 Exp. 12/31/16 REM BY.° GRAPHIC SCALE 1" =10' & ASSOCIATES ,f CML ENGINEERING + LAND PLANNING + LAND SURVEYING �b& D 535 North Highway 101, Ste A, Solana Beach, CA 92075 DA TE. Q t' ' (' /� 10 O 10 20 30 ph 858.259.8212 1 fz 858.259.48121 plaaengineering.com REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DESBEDeY ORBwN ®Y CHECKED By APPROVALS JH CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0, P ^go S May— �• A,% SiI1445 _ CITY OF ENCINITAS ENC -41, 2.5" BRASS DISC, PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED SECTIONS FOR: ITS -BUILT EAST SIDE HWY. 101, 0.5 MILE NORTH OF r��^ /e -- CHESTERFIELD. HORIZONTAL 1"=10' DATE: ' r{• 15' BY: _ BY: All /�� 12006 ®G DATE �_ - -_ MASIH MA ER (=„r GLENN PRUIM 1325 SAN E�LIJO AVENUE R.C.E. 740. 80356 VERTICAL N ER G LAWSON EXP. 12 -31 -16 5) ► 4 i 15 ELEVA11oN: 73.612' DATUM: NAVD88 DATE: DATE: PLANNING CASE NO: 14 -222 CDP A.P.N. #260- 620 -96 SHEET 3A OF 2. 411312015 PLEA 2253 WIDTH TO ANUCIPi R/W 4- I L 3 I � I' I � ail � I L rir I ji E, 3 �}, i I r it 3 r i i i. 3 I 3 !i Lu Z) fQ 0 I i �W Y Cl ■ (dt J I� I i y 20' { � I 3 C l I I NOTE CONTRACTOR TO MODIFIY CONSRUC71ON ENTRANCE IN 7HE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER AND r14AAlA1FI17C PlIkitIrr Tn CMIUMT , t 1 aAA f PN' 260` x L= lam RUNG 1' MIN., UNLESS 07HERMSE SPECIFIED BY CITY ENGINEER SEC77ON A —A DETAIL A: STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE GAP BETWEEN BAGS ACTS AS SPILLWAY REVISIONS TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED DETAIL B: GRAVEL BAGS NOT TO SCALE PLANNING & BUILDING REVIE D BY. v L D . DATE BENCHMARK CITY OF ENCINITAS ENC -41, 2.5° BRASS DISC, EAST SIDE HWY. 101, 0.5 MILE NORTH OF CHESTERFIELD. APPROVED 1 DATE i REFERENCES I ELEVATION: 73.612' DATUM: NAVD88 ORIGINAL GRADE SCALE: 1 " =10' 1. HYDROSE. OR STEEPER WHEN THEY AREA: MATING MUST BE IMPLEMENT ING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL 1. EROSION CONTOL MEASURE TO VERTICAL T A. THRE FEET OR MORE IN HEIGHT IN FILL AREAS SEDIMENT CONTROL MEASURE: IN PLACE TO PREVENT ERODE 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO MUST ALSO BE FOLLOWED TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED 4 BY 4 IN (10 BY f0 CM) THE POSTS OR USE EXTRA BY THE CITY ENGINEER. MAY CONTRIBUTE TO WATER 1 TRENCH UPSLOPE FROM AND STRENGTH SILT FENCE. STUCCO WASHOUT AREAS, CC ALONG THE LINE OF POSTSS, 3. ATTACH THE FILTER FABRIC TO 7HE WIRE FENCE AND EXTEND IT INTO THE TRENCH. �M l �j � 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL FILTER FABRIC Oar j/ WIRE DETAIL C: SILT FENCE NOT TO SCALE - GRAVEL FILLED BAGS Y 3 as �m zti GRAWL BAG ROW SPACNG TABLE GRADE INTERVAL LESS 774AN 2% 100' 2% TO 4% 50' 4% TO 6% 40' 6% TO 8% P5' 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. J. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: A. SEED_ MIX-SHALL CONSIST OF NO LESS THAN, 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) 6. 112 LB PER ACRE OF DIMORPHOLECA 7. ITEMS C, DE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM 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 4YROSEEDING. 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. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE IULCH (STRAW) MAY BE SUBSTITUTED. ALL OR PART. FOR HYDRAULICALLY APPLIED C. FERTILIZER CONSIS77NG OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHTH 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 COMBINA77ON 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 ADD177ON OF SOIL AMENDMENTS PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE COND17IONS FOR GROWTH. ADJACENT PROPERTY DISTURBANCE NOTE ALL THE WORK PROPOSED ON THIS IF ANY DISTURBANCE TO ADJACENT PROPOSED WORK, A WRITTEN LETTE MUST BE OBTAINED AND SUBMITTED ANY DISTURBANCE ON THE ADJACEI AUTHORIZED IN WRITING AND SUBMI BE ISSUED FOR THE PROJECT UNTIL DETAIL D: GRAVEL BAG CHEVRONS NOT TO SCALE ' IVEw S HCCT SCALE AS BUILT DAB 6 BY DRBLKGY cNEacEO BY APPROVALS PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED / HORIZONTAL 1"--10' DATE: -/y !S BY: BY.• /VA DATE R.C.E. NO. 80356 MASIH MAHER GLENN PRU/M VERTICAL T ER G LAWSON EXP. 12 -31 -16 DATE: DATE: S / 14 /1 S OF PORTABLE TOILETS OVER , 0 2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. 3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE SINGLE — FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY HALL (505 S VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES. 2006 -27. HATCHED AREA REPRESENTS TEMPORARY CONS7RUCTION ENTRANCE TEMPORARY GRAVEL BAGS PER DETAIL B TEMPORARY SILT FENCE PER DETAIL C SEDMENT CONTROL NOTES O INSTALL TEMPORARY STORM DRAIN INLET PR07ECIION PER CALIFORNIA STORMWATER QUALITY ASSOCIATION STORMWA7ER BEST MANAGEMENT PRACTICE HANDBOOK, NOV 2009 EDITION (CA BMP HANDBOOK) FACT SHEET SC -6 & SC -10, DI PROTEC77ON TYPE 3 W774 GRAVEL BAGS, SEE DETAIL ® INSTALL TEMPORARY SILT FENCE PER CA BMP HANDBOOK FACT SHEET SC -1 ® INSTALL TEMPORARY 6' HIGH CHAIN LINK CONSTRUCTION FENCE W17H SCREENING ® INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE PER CA BMP HANDBOOK FACT SHEET TC -1 (ADJUST SIZE AS REQUIRED) ® CONTRACTOR TO INSTALL SOIL BINDER IN ACCORDANCE M774 CASQA BMP SS -05 (OR CITY APPROVED EQUIVALENT) PRIOR TO FORECASTED RAIN EVENT. GRAPHIC SCALE 1" =10' 10 0 10 20 30 No. 80356 Exp. 12/31/16 & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fr 858.259.4812 1 plaaengineering.com CITY OF ENCINITAS ENGINEERING DEPARTMENT EROSION CONTROL PLAN FOR: 1325 SAN ELIJO AVENe'JE PLANNING CASE NO: 14 -222 CDP 5 A.P.N. #260— DRAWING NO. 12006 ®G SHEET 4 OF PLSA 2253 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 2013 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. MINIMUM SURCHARGE OF 100 PSF HAS BEEN USED IN THIS DESIGN TO ACCOUNT FOR NORMAL TRAFFIC LOADING. 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 CONSTRUCTED 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. SOILS CRITERIA REPORT BY: GEOTECHNICAL EXPLORATION INC. SAN DIEGO, CA REPORT NUMBER: 14 -10570 REPORT DATE: JULY 16, 2014 EQUIVALENT FLUID PRESSURES: ACTIVE PRESSURE: 38 PCF PASSIVE PRESSURE: 700 PCF MAX PRESSURE: 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 DOUGLAS FIRILARCH (NORTH) OR HEM -FIR PRESSURE TREATED, AND SHALL BE GRADE MARKED #2 OR BETTER. 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 6 MAXIMUM INCREMENTS. 22 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. 3. EXCAVATION MONITORING: 3.1 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 50 FEET ON- CENTER. INFORM SHORING ENGINEER IF ANY TIP DISPLACEMENT EXCEEDS 1/2 ". 3.2 PRIOR TO DRILLING ACTIVITY BEGINS, THE CONTRACTOR SHALL COMPLETE LOGS OF EXISTING IMPROVEMENTS THAT OCCUR WITHIN 100 OF THE SHORING SYSTEM AND A LICENSED SURVEYOR SHALL DOCUMENT ALL EXISTING CRACKS. 3.3 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 Y4" OCCURS. molk 44 roya N4 A MIA Tm FEZ$ 111BRAMma 01 SHEET INDEX SH -1 - TEMPORARY SHORING GENERAL NOTES AND DETAILS SH -2 - TEMPORARY SHORING PLAN AND SCHEDULE SH -3 - TEMPORARY SHORING ELEVATIONS UNDERGROUND SERVICE ALERT ° CALL: TOLL FREE 1 -800 422 -4133 WORKING DAYS BEFORE YOU DIG' x c� z w I- v x C') Z W J z z w 0 LL m LL LL :1:) TYPICAL CANTILEVE SH -1 I SCALE: NTS LAGGING PER PLAN & ELEVATION K EMBEDMENT ELEVATION PER SCHEDULE BOTTOM OF EXCAVATION SOIL RETAINED Lu Q W U SOLDIER BEAM PER cn C/3 SCHEDULE u) LU U CAISSON PER SCHEDULE (fc = PER NOTES) 6 LEAN CONCRETE 3x12 LAGGING PER ELEVATION af( j•. TYPICAL LAGGING DETAIL SCALE: NTS SOLDIER BEAM PER SCHEDULE 4�SNOR ?NG Dt-T6 t/ REflcrwcD d% Cox P AS PC * /5 -503 AND ON REVISIONS APPROVED DATE 7 w J 0 v I' 2 SH 1 SCALE AS BUILT DESIGNED BY DRAWN BY CHECKED BY APPROVALS co U DRAWING NO. w a ADn A/ 5 4 1 / CITY OF ENCINITAS ENC -41, 2.5" BRASS DISC, EAST SIDE HWY. 101, 0.5 MILE NORTH OF CHESTERFIELD. ELEVATION., 73.612' DATUM: NAV068 HORIZONTAL VERTICAL N/A PLANS PREPARED UNDER THE SUPERVISION OF DATE: SC -E �� s=ue e AT R.C.E. N0. EXP. RECOMMENDED APPROVED BY. MASIH WHER 1; or GLEN�U W DATE. DATE: S/) 4 / 1 S 1325 SAN EL1J® AVENUE PLANNING CASE NO: 14 -222 CDP A.P.N. #260 - 620 -96 12006 -C AS- 8111LT p. LEAN DATE CONCRETE PER NOTES STRUCTURAL SHEET SH -1 (5 OF 7) CONCRETE PER NOTES Lu Lu \\ U U) Ir w a :1:) TYPICAL CANTILEVE SH -1 I SCALE: NTS LAGGING PER PLAN & ELEVATION K EMBEDMENT ELEVATION PER SCHEDULE BOTTOM OF EXCAVATION SOIL RETAINED Lu Q W U SOLDIER BEAM PER cn C/3 SCHEDULE u) LU U CAISSON PER SCHEDULE (fc = PER NOTES) 6 LEAN CONCRETE 3x12 LAGGING PER ELEVATION af( j•. TYPICAL LAGGING DETAIL SCALE: NTS SOLDIER BEAM PER SCHEDULE 4�SNOR ?NG Dt-T6 t/ REflcrwcD d% Cox P AS PC * /5 -503 AND ON REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ADn A/ 5 4 1 CITY OF ENCINITAS ENC -41, 2.5" BRASS DISC, EAST SIDE HWY. 101, 0.5 MILE NORTH OF CHESTERFIELD. ELEVATION., 73.612' DATUM: NAV068 HORIZONTAL VERTICAL N/A PLANS PREPARED UNDER THE SUPERVISION OF DATE: SC -E �� s=ue e AT R.C.E. N0. EXP. RECOMMENDED APPROVED BY. MASIH WHER 1; or GLEN�U W DATE. DATE: S/) 4 / 1 S 1325 SAN EL1J® AVENUE PLANNING CASE NO: 14 -222 CDP A.P.N. #260 - 620 -96 12006 -C AS- 8111LT p. DATE SHEET SH -1 (5 OF 7) 7 1 r'y S SH -3 PROPERTY LINE ............ y S No A363 R ELL RESIDENCE TEMPORARY RING PLAN w �r- EXP 613011 dr' SH -2 SCALE: 1/8" = 1I -0° CT �y�~% 10525 Vista Sorrento Parkway, Suite 350 ° CAL1.. San Diego, California 92121 -2745 (858) 500 -4500 Fax: (858) 500 -4501 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DESIGNED BY DRAWN BY CHECKED 6Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. W I CITY OF ENCINITAS ENC-41, 2.6" BRASS DISC, EAST SIDE HWY. 101, 0.5 MILE NORTH OF CHESTERFIELD. PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED AS -80I1T � , HORIZONTAL DATE: BY.' BY: 12006 -P DATE SEE wET SIGN a RT. R. C. E. ND. ASIH WHER Fo/- GLENN 7325 SAN ELIJ® AVENUE VERTICAL N/A EXP. ELEVATION., 73.612' DATUM. NAVD88 DATE: DATE: P/ I Q i I S PLANNING CASE NO: 14 -222 CDP A.P.N. #260 - 620 -96 SHEET SH -2 &A cs 7 135.0' - 130.0' - 125.0' 120.0'- 115.0' - 110.0' - 105.0' - 100.0' - 95.0' 90.0' 85.0' 0 0 014 0 0 0 010 EMBEDMENT ELEVATION PER SCHEDULE S7 S6 WOOD LAGGING PER DETAIL LVITImil 011111111111111A 1Y4T_IAM /E iii GRADE BEYOND ADJACENT RETAINING WALL GRADE BEYOND SOLDIER BEAM Y CUT LENGTH EMBED. LENGTH 135.0' - 130.0' - 125.0' 120.0'- 115.0' - 110.0' - 105.0' - 100.0' - 95.0' 90.0' 85.0' 0 0 014 0 0 0 010 EMBEDMENT ELEVATION PER SCHEDULE S7 S6 WOOD LAGGING PER DETAIL LVITImil 011111111111111A 1Y4T_IAM /E iii GRADE BEYOND ADJACENT RETAINING WALL NI S5 S4 S3 SZ SOLDIER BEAM PER SCHEDULE u �I II IL. �I ii SOLDIER BEAM PER SCHEDULE N7 CONCRETE CAISSON PER SCHEDULE - SCALE: 1/8" = 1' REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE s CITY OF ENCINITAS ENC-41, 2.5" BRASS DISC, EAST SIDE I�LT HWY. 101, 0.5 MILE NORTH OF CHESTERFIELD. HORIZONTAL VERTICAL N/A ELEVATION: 73.612' DATUM: NAVD88 AS BUILT CONCRETE CAISSON PER SCHEDULE S1 - GRADE BEYOND w I.- J 2 LD ❑ w w zT U H u) ULu w D_ r! ~w LU J w� F- w W �U) ww ma 5 L� WOOD LAGGING PER DETAIL N1 I EMBEDMENT ELEVATION PER SCHEDULE - 130.0' - 125.0' 120.0' 115.0' 110.0' 105.0' 100.0' 95.0' 90.0' 85.0' 120.0' 115.0' 110.0' - 105.0' 100.0' 95.0' 90.0' 85.0' TEMPORARY SHORING SOLDIER BEAM SCHEDULE GRADE BEYOND SOLDIER BEAM CAISSON 0 CUT LENGTH EMBED. LENGTH PER SCHEDULE WOOD LAGGING PER SOLDIER`BEAM w SIZE DETAIL 120.0' J wN1 N2 N3 N4 N5 NOTES wz W16X26 2 115.0' U) 13.0 107.0' U � W16x31 2 9.5 w 21.5 102.4 110.0' N3 -- 2 9.5 12.0 21.5 102.4 105.0' N4 III _ 100.0' 12.0 I I r 1 1= II 1 1= jl I �'� SU N5 I 2 6.0 T w II I I I II 95.0' -wl W16X26 2 7.5 ❑® I I I Z w I I I_ EMBEDMENT 8.5 w U I I I ELEVATION PER 90.0' a U) I I I SCHEDULE 9.5 W w L 1, 85.0' w CONCRETE 2 10.5 10.5 CAISSON PER 102.4 S5 SCHEDULE 2 NI S5 S4 S3 SZ SOLDIER BEAM PER SCHEDULE u �I II IL. �I ii SOLDIER BEAM PER SCHEDULE N7 CONCRETE CAISSON PER SCHEDULE - SCALE: 1/8" = 1' REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE s CITY OF ENCINITAS ENC-41, 2.5" BRASS DISC, EAST SIDE I�LT HWY. 101, 0.5 MILE NORTH OF CHESTERFIELD. HORIZONTAL VERTICAL N/A ELEVATION: 73.612' DATUM: NAVD88 AS BUILT CONCRETE CAISSON PER SCHEDULE S1 - GRADE BEYOND w I.- J 2 LD ❑ w w zT U H u) ULu w D_ r! ~w LU J w� F- w W �U) ww ma 5 L� WOOD LAGGING PER DETAIL N1 I EMBEDMENT ELEVATION PER SCHEDULE - 130.0' - 125.0' 120.0' 115.0' 110.0' 105.0' 100.0' 95.0' 90.0' 85.0' 120.0' 115.0' 110.0' - 105.0' 100.0' 95.0' 90.0' 85.0' TEMPORARY SHORING SOLDIER BEAM SCHEDULE Ut5IGNtU bT SOLDIER BEAM CAISSON 0 CUT LENGTH EMBED. LENGTH TOTAL LENGTH EMBEDMENT SOLDIER`BEAM BEAM MARK SIZE (ft.) (ft.) (ft.) (ft.) ELEVATION NOTES N1 W16X26 2 6.0 7.0 13.0 107.0' N2 W16x31 2 9.5 12.0 21.5 102.4 SU N3 W16x31 2 9.5 12.0 21.5 102.4 SU N4 W14X30 2 9.5 12.0 21.5 102.4 SU N5 W16X26 2 6.0 7.0 13.0 108.0' S1 W16X26 2 7.5 7.0 14.5 102.4 S2 W16X26 2 8.5 8.0 16.5 102.4 S3 W16X26 2 9.5 9.5 19.0 102.4 S4 W16X26 2 10.5 10.5 21.0 102.4 S5 W14X30 2 12,5 11.5 24.0 102.4 S6 W16X31 2 13.5 12.0 25.5 102.4 S7 W16X26 2 8.5 9.5 18.0 109.0 S8 W16X26 2 8.5 9.0 17.5 110.0 S9 W16X26 2 9.5 9.5 19.0 110.0 S10 W16X26 2 11.5 10.5 22.0 110.0 S11 W16x31 2 12.5 11.5 24.0 110.0 S12 W18X35 2 13.5 12.5 26.0 110.0 S13 W18X40 2 14.5 13.5 28.0 110.0 S14 W18X50 2 15.5 14.5 30.0 110.0 S15 W18X35 2 14.0 12.5 26.5 112.5 S16 W16x26 2 7.0 7.0 14.0 119.5 N6 W16x26 2 13.5 10.5 24.0 113.0 N7 TO N8 W16x45 2 13.5 13.5 27.0 113.0 N9 W16x45 2 13.5 13.5 27.0 113.0 N10 W16x26 2 9.0 7.5 16.5 118.0 LAL LAGGING ON BACK FLANGE OF BEAM (BL) APPROXIMATE SLOPE OF BACKFILL BEYOND WALL (SB) 4T EXISTING STRUCTURE (SU) nA UCTUg� �$; Vista Sorl San Diego, Calif NEW 5 H E ET" (858) 500 -4500 ABI Parkway, Suite 350 492121 -2745 3x:(858) 500 -4501 DRAWING NO. 12® ®6 ®G SHEET SH -3 7A w 7 Ut5IGNtU bT UHA ry UY GNMC KCU OT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT PLANS PREPARED UNDER THE SUPERVISION OF _ DATE: SEr GJEf STGdlelj°i R.C.E. N0. EXP. RECOMMENDED APPROVED 9Y. MASIH MAHER o, GLEN - �✓ DATE: DATE: yC pr�ry SAN 1 ® AVENUE 325 s�A LI AVGNU PLANNING CASE NO: 14 -222 CDP A.P.N. #260- 620 -96 DATE ABI Parkway, Suite 350 492121 -2745 3x:(858) 500 -4501 DRAWING NO. 12® ®6 ®G SHEET SH -3 7A w 7 RIQ T OF NOTE !TO EROSION CONTROL WNER I OBTAIN NSTRUCTION PERMIT FROM THE ENGINEERING 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ROBERT YAUSSY AT DEPARTMEN LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC (760) 274 -7075, 24 HOURS A DAY. RIGHT OF WAY.-IL URE TO DO SO WILL RESULT IN ISSUANCE OF A STOP ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT WORK NOTICE AND UBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE THE OWNER TO KNO ERE HIS /HER PROPERTY LINE IS. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). UNDER PERMIT IZO06 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT DRAINAGE N CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. NO CONCENTRATED DRAINAGE FLO RE PERMITTED OVER ADJACENT N PROPERTY LINES. WATER IS TO DRAI AY FROM STRUCTURES FOR 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE A MINIMUM OF 5 FEET AT 2 PERCENT A E CONVEYED TO AN APPROVAL OF THE ENGINEERING INSPECTOR. APPROVED DRAINAGE FACILITY. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES WITHO DS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVI 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO UTILITY NOTE OF THE CITY ENGINEER AFTER EACH RUNKIOFF ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE PRODUCING RAINFALLFACTION ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED U GROUND. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A AS MAY BE RE QU BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING THE GRADING NOTES OPERATION OR OR CIRCUMSTANCES WHICH MAY ARISE. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, T 6. THE CONTRA R 5HA L B RESPONSIBLE AND SHALL TAKE NECESSARY STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE PRECAUTIONS TO EVEN P TRESPASS ONTO AREAS THAT ARE UNSAFE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE OR ARE POTENTIAL L UNSAF . SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR ALL ERO N CON OL EASURES PR VIDEO PER THE APPROVED GRADING REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER L p SHALL E INCO 0 TED HER EO PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED " 8. GRAD D HE PROJ T PERIMETER MUST DRAIN AWAY FROM -_-_-_-_---_-_-_-_-_-_--_- - -_ -_- THE FACE L THE CONCLU ON OF EACH WORK DAY. _- _- _-- _- _- _- _- _- _- _- _-- " "- PREPARED BY DATED, TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGEN STANDARDS ____ _ ____ ___ _ ___ ___ - _- -_ - - -, ----------------- SHALL BE CONSIDERED AS A PART OF THIS GRADING 9. ALL REMOVABL R CTIVE DE SHOWN SHALL BE IN PLACE AT THE END ---------- - - - - -- PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE OF EACH WORKING D THE IVE 5 DAY RAIN PRO"' FORECAST ( ) RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. EXCEEDS FORTY PERCE 4 0). LT AND OTHER DEBRIS S LL REMOVED RECYCLING RECEPTACLES AROUND THE SITE. AFTER EACH RAINFALL. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC WAY EASEMENTS SHALL BE REQUIRED IN CONJUNCTION STORMWATER PO TION T WITH IMPROVEMENT PLANS. CON 0 PO T 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. CONSTRUCTION- BMP P TE 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING 1. FOR STORM WATER POLLUTION CONTROL PURPO AL F FR AL DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHAL SCHA E ON GR EXISTING PRIOR TO GRADING. AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DIS G ONTO E ET ALL CONSTRUCTION DEBRIS SHALL KEPT AWAY FROM THE STREET, GUTTER, AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH AND S CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATE OL ION CONTR REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED B P DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUN FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TO AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY STANDARDS, LAWS AND REGULATIONS. THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTTED BETWEEN 4. NO DRAINS SHALL BE INSTALLED IN HANDSCAPE, DRIVEWAYS, OR ANY OTHER 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 CITY RECOGNIZED HOLIDAYS. IMP /BMP. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF 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 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED ALTERED WITHOUT A PERMIT FROM THE CITY. CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN 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. HAULING OPERATION. PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK 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 EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL: EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING 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. AtVT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND R G ACTIVITIES ARE COMPLETE. WATER FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CO TION MATERIAL STORAGE STORED MA R11 LS HALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE T WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECOND Y CONTAINMENT FO L FUEL STORED ON -SITE. ELIMINATE OR REDUC OLLUTION OF STOR TER FROM STOCKPILES KEPT ON -SITE. STOC LES MAY INCLUDE SO PARING MATERIALS, ASPHALT CONCRETE, LES AGG ATE BASE, ETC. STO PILES SH $E ,LO AWAY FROM NTRATED STORMWAT STORM FLOW CAN STORM DRAIN STAB STONK MEASURESfN D P R P A X71 RAIRY S�DIME BARRIER OUND THE P ETE ES TRAINING: CONTRACTORS' ES 0 PER ENCINITAS SHALL B D TO BE STORMWATER POLLUTIO ONTROL RI SHALL BE AVAILABLE TO YONE OWNER(S) AND THE PRIME C RAC, ABOUT STORMWATER REQUIREM WASTE MANAGEMENT: CONTRACTOR SHALL BE RESPONSI M ON HE CITY OF MILIAR ITY OF ENCINITAS IREMENTS. E BMP NOTES ;KING ON E. THE PROPERTY MUS ORM SUBCONTRACTORS > T OWN RESPONSIBILITIES. ROPERLY DISPOSING OF ALL 0 WNER/PERMITTEE ROBERT AND WILLIAM YAUSSY 1327 SAN ELIJO AVENUE CARDIFF BY THE SEA, CA 92007 SITE ADDRESS 1327 SAN ELIJO AVENUE CARDIFF BY THE SEA, CA 92007 LEGAL DESCRIPTION THAT PORTION OF THE WESTERLY 264 FEET OF THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 22, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, ACCORDING TO UNITED STATES GOVERNMENT SURVEY, APPROVED APRIL 19 ,1881, SAID WESTERLY 264 FEET BEING MEASURED PARALLEL WITH THE WESTERLY LINE OF THAT PORTION OF THE NORTHWEST QUARTER OF SAID SECTION 22, TOWNSHIP 13 SOUTH, RANGE 4 WEST. OWNERS CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACT AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. SIGNATURE: Al 4 --- ___ OBERT SY SIGNATURE: __ WILLIAM YAUSSY M DATE: 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 TECHINICAL 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 THIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF T ORK PERFORMED BY THE ENGINEER. I:l-lg RCE 65124 STEEPEST EXISTING SLOPE ON -SITE = 2H MAXIMUM VERTICAL DEPTH OF CUT =X MAXIMUM VERTICAL DEPTH OF FILL = X CUT = 95 C.Y. FILL = 0 C.Y. EXPORT = 95 C.Y. REMEDIAL = 0 C.Y. QUANTITIES SHOWN DO NOT REFLECT ANY SHRINKAGE AND SWELL FACTORS SHEET INDEX SHEET NO. 1 TITLE SHEET SHEET NO. 2 GRADING AND DRAINAGE PLAN SHEET NO. 3 EROSION CONTROL PLAN WA 7 -lq -sy DATE No. 65124 Exp. 09/30/15 PACIFIC OCEAN Y 1Cnq= 1Yl" NOT TO SCALE LEGEND S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS PROPERTY BOUNDARY EXISTING EASEMENT PROPOSED CONTOURS 255 EXISTING CONTOURS EXISTING EDGE OF PAVEMENT CENTERLINE - EXISTING WATER MAIN EXISTING WATER MAIN EXISTING RETAINING WALL EXISTING FENCE PROPOSED KEYSTONE WALL DRAINAGE DIRECTION 91100U;l:41110%Jl111112 PROPOSED PAVEMENT TRENCH REPAIR PROPOSED PERMEABLE PAVERS 2" GRIND AND HOT MIX ASPHALT PAVING -W I�����e BMP PROJECT STATUS STANDARD ION UNLSS IN PLACE OTHERWISE. DURING NO GRADI , EXCAVATION, OR SPECIFICALLY TREE PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITMINZIRi , DEPARTMEN ROOT SYSTEMS SH OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FRO E TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE COASTAL LAND SOLUTIONS INC. TREE CANOP OJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. 577 SECOND STREET �[ �-1 p EVEN IF PROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, ENCINITAS, CA 92024 IT M NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS T REE REMOVAL. PH (760) 230 -6025 _- FAX (760) 230 -6026 SIGN DATE SIGN .' 3 DATE IGN AT N DATE S GN SIGNATURE EXPIRES 2 YEARS AFTER DATE CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL ENGINEERI G DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. SRJ IrA 7 S1 141 I.S CITY OF ENCINITAS BENCHMARK ENC -41 2" IRON PIPE GRADING PLAN FOR: WITH 2.5" CITY OF ENCINITAS BRASS DISC MARKED PLANS PRE RED UNDER THE SUPERVISION OF REC AP� ROBERT AND WILLIAM YAUSSY ENC -41, L.S. SIDE LOCATED IN A.C. G A TURNOUT HORIZONTAL: 1" = 20' ON THE EAST SIDE OF NORTHBOUND HIGHWAY 101, _ 1327 SAN ELIJO AVENUE 12006- _ t0.5 MILES NORTH OF CHESTERFIELD DRIVE AND DATE: - /y-/ __fQ/t G 10 FEET WEST OF THE NORTH END OF GUARD RAIL VERTICAL: 1" = 10' R.C.E. N0. 65124 MAHER GLENN P UIM CARDIFF BY THE SEA, CA 92007 PER R.O.S. 18416. STEVEN R. NES 49-t lY A.P.N. #260- 620 -12 DATUM ELEVATION NAw8812' EXP. 9 -30 -15 DATE DATE PLANNING CASE NO:13 -195 TPM /CDP SHEET 1 OF 3 \ \Cls \c \Users \C \CLS SHARED FILES \CLS Job Files \CLSl153 YAUSSY(SAN ELIJ0) \CLS #1153 YAUSSY 6- 13- 15v2.pro 1 =1 z O E 04 0 rA O U 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WASTE AND UNUSED CONSTRU MATERI 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 ND, WHERE WA CAN CARRY THEM INTO PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT THE CONVEYANCE SYSTE STRICTLY PROHIBITE . AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING ALLOW RAIN WATER TO ENTER THE ENCLOSURE, THE ENCLOSURE SHALL BE LOCKABLE UNDER PERMIT IZO06 -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 DUMPSTER SHALL BE DISCHAR INTO STORMWATER. 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 S BE PLACED AROUND ALL DUMPSTERS DIVERT THE 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 ST RUNOFF. DUMPSITES SHALL BE CHECKED FR NTLY FOR SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. LEAKS. D TER LIDS SHALL REMAIN CLOSED AT ALL TIMES. STERS THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES WITHO DS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVI 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED RO OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTAC H ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC TRASH MATERIAL. EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A 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, REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION SAN DIED UITO WATER DISTRICT NOT AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR 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 CONSTR D 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 AGEN STANDARDS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE WASC COMMITTEE ( ) . POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRI DES NOT CONSTITUTE RECYCLING RECEPTACLES AROUND THE SITE. PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL REPRESENTATION AS TO THE ACCURACY OF, THE LOC OF, OR THE EXISTENCE OR MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PI R STRUCTURE WITHIN THE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE LIMITS OF THIS PROJECT. FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY BEEN INSTALLED. 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 AF T FINAL DESIGN, I.E., LINE CROSSING, LINE INLETS ON PERVIOUS SURFACES. SHALL BE PLACED ACCORDANCE WITH STANDARD SPECIFICATION. PARALLELING OR PROPOSED CONNECTIO ALL BE FIELD VERIFIED. ALL, EXISTING OR ALL CONSTRUCTION DEBRIS SHALL KEPT AWAY FROM THE STREET, GUTTER, ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL T PROPOSED UTILITY CROSSING WITHIN EET OF PROPOSED WATER MAINS SHALL BE AND S CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP H REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE SHOWN ON IMPROVEMENT PLANS. CTRICAL AND SEWER TO CROSS UNDER WATER RIALTHRAIN. 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 MISSION BY SAN DIEGUITO WATER DISTRICT. TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM 4, CONTRACTOR AND 0 ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO GRADE ANY EXISTING ER FACILITY FIR (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 AF ED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST WITH SPECIFICATIONS. MEET CURRENT ER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF NOTIFICATIONS FACILITIES D T MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO STANDAR T 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 OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND 5. TIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT ICES. EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE 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 BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AN AND SAN DIEGO GAS AND ELECTRIC VAULTS. SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR GRADING ORDINANCE. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. COMMENCEMENT OF WORK: 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE ERIAL SHALL A. SEWERS - CSD - (760) - 633 -2770 BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF T TE BY THE 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE N CLEARED WITH BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 A NEAT AND FINISHED APPEARANCE FREE FROM UN LY DEBRIS. JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL D. TELEPHONE - SBC BELL - (760)- 489 -3411 APPROVAL OF LOCATION OF DEBRIS FILL SHALL ECURED FROM THE SOILS MATERIALS TO BE NO -LEAD BRASS PARTS. E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 ENGINEER AND CITY ENGINEER PRIOR TO THE OSAL OF ANY SUCH MATERIAL. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 17. THE REMOVAL OF ANY AND ALL TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANA NT PROGRAM. TREES LOCATED 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. WITHIN CITY STREET RIGHT -OF- ON CITY PROPERTY, OR WITHIN CITY PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION EASEMENTS ARE REFERRED AS CITY TREES AND SHALL BE PROTECTED WILL BE SUBJECT TO REJECTION AND REMOVAL. 0 WNER/PERMITTEE ROBERT AND WILLIAM YAUSSY 1327 SAN ELIJO AVENUE CARDIFF BY THE SEA, CA 92007 SITE ADDRESS 1327 SAN ELIJO AVENUE CARDIFF BY THE SEA, CA 92007 LEGAL DESCRIPTION THAT PORTION OF THE WESTERLY 264 FEET OF THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 22, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, ACCORDING TO UNITED STATES GOVERNMENT SURVEY, APPROVED APRIL 19 ,1881, SAID WESTERLY 264 FEET BEING MEASURED PARALLEL WITH THE WESTERLY LINE OF THAT PORTION OF THE NORTHWEST QUARTER OF SAID SECTION 22, TOWNSHIP 13 SOUTH, RANGE 4 WEST. OWNERS CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACT AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. SIGNATURE: Al 4 --- ___ OBERT SY SIGNATURE: __ WILLIAM YAUSSY M DATE: 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 TECHINICAL 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 THIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF T ORK PERFORMED BY THE ENGINEER. I:l-lg RCE 65124 STEEPEST EXISTING SLOPE ON -SITE = 2H MAXIMUM VERTICAL DEPTH OF CUT =X MAXIMUM VERTICAL DEPTH OF FILL = X CUT = 95 C.Y. FILL = 0 C.Y. EXPORT = 95 C.Y. REMEDIAL = 0 C.Y. QUANTITIES SHOWN DO NOT REFLECT ANY SHRINKAGE AND SWELL FACTORS SHEET INDEX SHEET NO. 1 TITLE SHEET SHEET NO. 2 GRADING AND DRAINAGE PLAN SHEET NO. 3 EROSION CONTROL PLAN WA 7 -lq -sy DATE No. 65124 Exp. 09/30/15 PACIFIC OCEAN Y 1Cnq= 1Yl" NOT TO SCALE LEGEND S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS PROPERTY BOUNDARY EXISTING EASEMENT PROPOSED CONTOURS 255 EXISTING CONTOURS EXISTING EDGE OF PAVEMENT CENTERLINE - EXISTING WATER MAIN EXISTING WATER MAIN EXISTING RETAINING WALL EXISTING FENCE PROPOSED KEYSTONE WALL DRAINAGE DIRECTION 91100U;l:41110%Jl111112 PROPOSED PAVEMENT TRENCH REPAIR PROPOSED PERMEABLE PAVERS 2" GRIND AND HOT MIX ASPHALT PAVING -W I�����e BMP PROJECT STATUS STANDARD ION UNLSS IN PLACE OTHERWISE. DURING NO GRADI , EXCAVATION, OR SPECIFICALLY TREE PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITMINZIRi , DEPARTMEN ROOT SYSTEMS SH OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FRO E TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE COASTAL LAND SOLUTIONS INC. TREE CANOP OJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. 577 SECOND STREET �[ �-1 p EVEN IF PROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, ENCINITAS, CA 92024 IT M NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS T REE REMOVAL. PH (760) 230 -6025 _- FAX (760) 230 -6026 SIGN DATE SIGN .' 3 DATE IGN AT N DATE S GN SIGNATURE EXPIRES 2 YEARS AFTER DATE CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL ENGINEERI G DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. SRJ IrA 7 S1 141 I.S CITY OF ENCINITAS BENCHMARK ENC -41 2" IRON PIPE GRADING PLAN FOR: WITH 2.5" CITY OF ENCINITAS BRASS DISC MARKED PLANS PRE RED UNDER THE SUPERVISION OF REC AP� ROBERT AND WILLIAM YAUSSY ENC -41, L.S. SIDE LOCATED IN A.C. G A TURNOUT HORIZONTAL: 1" = 20' ON THE EAST SIDE OF NORTHBOUND HIGHWAY 101, _ 1327 SAN ELIJO AVENUE 12006- _ t0.5 MILES NORTH OF CHESTERFIELD DRIVE AND DATE: - /y-/ __fQ/t G 10 FEET WEST OF THE NORTH END OF GUARD RAIL VERTICAL: 1" = 10' R.C.E. N0. 65124 MAHER GLENN P UIM CARDIFF BY THE SEA, CA 92007 PER R.O.S. 18416. STEVEN R. NES 49-t lY A.P.N. #260- 620 -12 DATUM ELEVATION NAw8812' EXP. 9 -30 -15 DATE DATE PLANNING CASE NO:13 -195 TPM /CDP SHEET 1 OF 3 \ \Cls \c \Users \C \CLS SHARED FILES \CLS Job Files \CLSl153 YAUSSY(SAN ELIJ0) \CLS #1153 YAUSSY 6- 13- 15v2.pro 1 =1 z O E 04 0 rA O U D j 05 7 /5 t GRAPHIC SCALE 1 " =20' 0 20 40 60 C AL LAND SOLUTIONS, INC. ^1 �\ 7 SECOND STREET L ENCINITAS, CA 92024 PH (760) 230 -6025 FAX (760) 230 -6026 CHANGE N0. I DESCRIPTION APPROVED I I ©Illfiim I II I I.L II L 1 1) e F 0 @ ' 1 0 :E: E EROSION CONTROL PLAN I / I I I I Z i / ur Z A\ \I I.. I sa L 1 1 \ v\ \\ 3 cq "'.so 'Is �•ae II II \\ � \ \ \\ \\ \\ o I i I I 1 I I --I- I 1X I �/ I I I I I 1 I I I I I I I I V II II I I orl I low m I I I I I I I i cq / I I I / I / �I glry ( I I 1 I 1 I - - -- - I I\ I I I \ 1. SET POSTS AND EXC E A 4BY4IN (10B 0CM) TRENCH UPSLO ROM AND ALONG THE E OF POSTS. r- 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC WIRE _ DETAIL SILT FENCE NTS DATE BENCHMARK SCALE 14.e 15 CITY OF ENCINITAS BENCHMARK ENC -41 2" IRON PIPE WITH 2.5" CITY OF ENCINITAS BRASS DISC MARKED ENC -41, L.S. 7322" LOCATED 1N A.C. IN A TURNOUT ' ON THE EAST SIDE OF NORTHBOUND HIGHWAY 101, HORIZONTAL: 1" = 20 t0.5 MILES NORTH OF CHESTERFIELD DRIVE AND 10 FEET WEST OF THE NORTH END OF GUARD RAIL VERTICAL:- 1" = 10' PER R.O.S. 18416. ELEVATION = 73.612' nnTniu = unvnRR RUNOFF TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GAP BETWEEN BAGS ACTS AS SPILLWAY DETAIL GRAVEL BAGS NTS DISTRICT APPROVAL t ut51' PLANS \ I I II I I CONSTRUCT CHANNELIZE R TRAPPING DEV 4" / / BARRIER AND TO SEDIMENT ° d °d d d d d ° ° ° ° ° d Q d d WIDTH AS J A d d ° ° d ° TO ACCOM Q ° ° d ANTICIPATED d a A ° dd d ° ° O ° dd d _ V 5' RADIUS HYDROSEED NOTES 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEP WHEN THEY AREA: A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS B. FIVE FEET OR MORE IN HEIGHT IN CUT AREA LESS SLOPE IS NOT SUBJECT TO EROSION DUE HE EROSION RESISTANT CHARACTER OF TH ATERIAL AS APPROVED BY THE CITY ENGINEER. 2. IRRIGATION SHALL MAINTAIN THE M RE LEVEL OF THE SOIL AT THE OPTIMUM LE V OR THE GROWTH OF THE HYDROSEEDED GROWTH. 3. HYDROSEEDING MIX SHALL SIST OF ALL THE FOLLOWING: A. SEED MIX SHALL CON OF NO LESS THAN, 1. 20 LBS PER OF ROSE CLOVER 2. 20 LBS P CRE OF ZORRO FESCUE 3. 3 LBS P ACRE OF E SCHOOL CIA CALIFORNICA 4. 4 L ER ACRE OF ACHILLEA MILLEFOLIA 5. 3 S PER ACRE OF ALYSSUM (CARPET OF SNOW) 6 2 LB PER ACRE OF DIMORPHOLECA 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. LEGEND EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ROBERT YAUSSY AT (760) 274 -7075 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 20' MINIMUM LLLLLLLLLH CONSTRUCTION ENTRANCE LLLLLLLLL LLLLLLLLL SAND /GRAVEL BAGS (2 HIGH) 00000000 SILT FENCE (IF NECESSARY) X X HYDROSEED SLOPE PROTECTION 6. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ROBERT YAUSSY AT (760) 274 -7075 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 20' MINIMUM WHICH MAY ARISE. 6. CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE COARSE N SARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AGGREGATE AREA HEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. FIL TER 7. ALL EROSIO NTROL MEASURES PROVIDED PER THE APPROVED FABRIC GRADING PLA ALL BE INCORPORATED HEREON. ORIGINAL ° GRADE 8. GRADED AREAS ARO THE PROJECT PERIMETER MUST DRAIN AWAY o d FROM THE FACE OF SL AT THE CONCLUSION OF EACH WORK d da ° DAY. d 9. REMOVABLE SHOWN PLACE 1' MIN., UNLESS pQPOFRSSIp�9� �� v0 AT THE F EACH WORKING DA EN THE PROBABILITY FORECAST EXCEEDS FOR RCENT %). SILT 0 OTHERWISE SPECIFIED BY CITY ENGINEER Q� F �� �� (40 AND OTHER DEBRIS SHALL BE REMOVED R EACH RAINFALL. SECTION A -A hCV, co w ND. 65124 10. SHOULD GERMINATION OF HYDROSEEDED SLOPE L TO PROVIDE Exp. 09/30/15 rri EFFECTIVE COVERAGE OF GRADED SLOPES (90% C AGE) PRIOR CONSTRUCTION ENTRANCE � � TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED H PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SEC 35.023 S P OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF TATE NTS T4 OFICA 1F� OF CALIFORNIA DEPARTMENT OF CONSERVATION. ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. BARED UNDER THE SUPERVISION OF REC APP OV ROSION CONTROL PLAN FOR: ROBERT AND WILLIAM YAUSSY V) DATE: 1327 SAN ELIJO AVENUE 12006 - -G -< R.C.E. NO. 65124 A H MAHER GLENN PR IM CARDIFF BY THE SEA, CA 92007 0 R. NES f- - L?-- w 9 A.P.N. #260- 620 -12 EXP. 9 -30 -15 DATE DA E f PLANNING CASE NO: 13 -195 TPM /CDP I SHEET 3 OF 3 V 135.0' - 130.0' - 125.0' - 120.0' - 115.0' - 110.0' - 105.0' - 100.0' - 95.0' 90.0' LL 85.0' I S14 S13 S12 S11 S10 S9 S8 57 I I EMBEDMENT ELEVATION PER SCHEDULE S5 S4 53 9 SOLDIER BEAM PER SCHEDULE I I � I I SOUTH WALL TEMP SH -3 I SCALE: 1/8" = 1' -0" TEMPORARY SHORING SOLDIER BEAM SCHEDULE B Ad MARK SOLDIER BEAM CAISSON 0 CUT LENGTH EMBED. LENGTH TOTAL LENGTH EMBEDMENT SOLDIER BEAM °i SIZE (ft.) {ft.) (ft.) (ft.) ELEVATION NOTES N1 W16X26 2 6.0 7.0 13.0 107.0' N2 W16X31 2 11.5 12.0 23.5 102.4 SU N3 W 5 2 12.5 13.0 25.5 102.4 SU N4 W18X35 2 13.5 12.5 26.0 102.4 SU N5 W16X26 6.0 7.0 13.0 110.0' S1 W16X26 2 7.5 7.0 14.5 102.4 S2 W16X26 2 818.0 16.5 102.4 S3 W16X26 2 9.5 9.5 19.0 102.4 S4 W16X26 2 10.5 1. 21.0 102.4 S5 W14X30 2 12.5 11.5 24.0 102.4 S6 W16X31 2 13.5 12.0 .5 102.4 S7 W16X26 2 8.5 9.5 18.0 109.0 S8 W16X26 2 8.5 9.0 17.5 0.0 S9 W16X26 2 9.5 9.5 19.0 110.0 S10 W16X26 2 11.5 10.5 22.0 110.0 S11 W1601 2 12.5 11.5 24.0 110.0 S12 W18X35 2 13.5 12.5 26.0 110.0 S13 W18X40 2 14.5 13.5 28.0 110.0 S14 W18X50 2 15.5 14.5 30.0 110.0 S15 W18X35 2 14.0 12.5 26.5 112.5 S16 W16x26 2 7.0 7.0 14.0 119.5 LAGGING ON BACK FLANGE OF BEAM (BL) APPROXIMATE SLOPE OF BACKFILL BEYOND WALL (SB) SURCHARGE FROM ADJACENT EXISTING STRUCTURE (SU) L1 " CFEssforrq�\ LIA too. 43, �e- T�TE OF CAS F� 0). Berger-AB A, '�9T�RUCT���$~r'` 10525 Vista Sorrento Parkway, Suite 350 CALF San Diego, California 92121 -2745 (858) 500 -4500 Fax: (858) 500 -4501 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT "Ca1V "cu °, °i uncu 1 °' APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. zv6r V,44 /Id IS CITY OF ENCINITAS ENC-41, 2.5" BRASS DISC, EAST SIDE HWY. 101, 0.5 MILE NORTH OF CHESTERFIELD. ELEVATION: 73.612' D A T U M : N A V 0 8 8 HORIZONTAL VERTICAL N/A PLANS PREPARED UNDER THE SUPERVISION OF DATE: R.C.E. N0. EXP. RECOMMENDED APPROVED BY. 14ASIH MAHER BY. GLENN PRUIM1 DATE: DATE: 5114 / 1 S 1325 SAN ELIJO AVENUE PLANNING CASE NO: 14 -222 CDP A.P.N. #260- 620 -96 12006 -G DATE SHEET SH -3 (7 OF 7)