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2003-1453 G (Plans)GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,THE DESIGN CONSTRUCTION,4STANDAPDS OF THE CITY OF ENCINITAS,LEUCADIA COUNTY WATER DISTRICT STANDARD SPECIFICATIONS, AND THE SAN DIEGO AREA REGIONAL STAN RD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED 'LIMITED GEOTECHNICAL INVERTIGATION AND EVALUATION FOR THE PROPOSED NEW MCCOMAS RESIDENCE TO BE LOCATED AT 1069 DOUBLE LL RANCH ROAD, ENCINITAS, CALIFORNIA, PREPARED BY ENGINEERING DESIGN GROUP, JUNE 23, 2006, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGH -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5 :30 P.M. AND 7.°30 A.M. NOR ON SATURDAYS SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR, AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARD TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT No. 1453 -G. HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED THE AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: a. SEWERS - C.S.D. (760) 633 -2600 b. GAS & ELECTRIC - SDG &E (800) 422 -4133 C. WATER - O.M.W.D. (800) 422 -4133 d. TELEPHONE - PAC -BELL (760) 489 -3441 e. CABLE TV - COX CABLE (760) 943 -9000 I f. UNDERGROUND SERVICE ALERT (800) 422 -4133 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. (760) 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. GRADING 1° ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS /HER DIRECTION. HE /SHE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE /SHE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER SUPERVISION AND THAT, IN HIS /HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 2° THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3- ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6'° AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER, AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 4° CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS, AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH GRADING ORDINANCE. REVISIONS APPROVED DATE REFERENCES DATE A ADD cfom f.19/4& -jmr2 71 ti 10 GRADING & EROSION CONTROL PLANS FOR: 1069 DOUBLE LL RANCH RD, ENCINITAS, CA GRADING (cont.) 5. ALL TREES BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED, OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. • I M R RELA TIVE TO CONS TR CONCRETE e I 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 PROVIDE FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I NCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMORAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. T2 INING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. 'SOILS ENGINEER'S CER CATS I, L*% X6AI� b4 RE . ISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF JwdE 'o AND JvM6 104. ONE COMPLETE COPY OF: THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. 7z/E 6 7?25e L1gT® g -%3, Zp /ob 8y dFDyrK /Ne. 11t01i~91'MSeeKleuee6PuCE 9a/T�rlT,,t° 0,,e1e,-1AA ! REQ !I // �fM Ei C /T- S' A N lO . D E C IRKyi /R•iK.i' PH. 5966 831- 1-362 Cuz euions Nated. Se;.ected _zw i �"i, wa' d this plans for general conformance With lk �sresented i, the report(s) dated (4D $ -a® - t D This review does not constitAe Alations, dimensions, or elevation DATE: 7/1 VI w7- I DATE: � 6 . D .V T SIGNATURE VALID FOR 2 YEARS BENCHMARK CITY OF ENCINITAS POINT 1010: 2.5" DISC IN NW COP. VAULT IN SW CORNER LONE JACK RD. AND DOUBLE LL RANCH ROAD IN OLIVENHAIN. 36' W'LY OF PP NO. 618620 EL= 203.16 DATUM.° NGVD 88 SCALE PLANNING & BUILDING APPR PVED 4 HORIZONTAL N/A BY: VERTICAL N/A DA ✓1I(�j0 R' No Iq� Exp LEGAL DESCRLMON. LOT 2 OF MAP NO. 13320 OF THE CITY OF ENCINITAS, STATE OF CALIFORNIA APN: 264- 240 -34 SITE ADDRESS: STREET: 1069 DOUBLE LL RANCH RD CITY: ENCINITAS, CA 92024 OWNER/PE E: NAME.- MARTIN AND LYNN MCCOMAS STREET: 1069 DOUBLE LL RANCH RD CITY. ENCINITAS, CALIFORNIA PHONE. 17 0) -- __729 -3260 EARTHWORK CUT = 200 CY* FILL = 200 CY* EXPORT = 0 CY* * EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS, ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS. OWNER'S CERTMCAIE 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 ST ILITY OF TNE SITE. NAME /) MARTIN MCCOMAS DATE NAME: LYNN MCCOMAS `DATE STREET. 1069 DOUBLE LL RANCH RD CITY: ENCINITAS, CALIFORNIA .STATEMEN°T 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 ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FUPHTER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY 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. MICHAEL H. SMITH, RCE 65090 THE MAPSMITH, INC. 5115 AVENIDA ENCINAS, SUITE L CARLSBAD, CA 92008 PH. 760 - 931 -8700 pit( 'ef" qyo WL A4J 5i95AVEMIDA ENCPNAS SUflEI LS CA MICHAEL H. SMITH P.E. 760- 931 -870 APPRO BY: TE: t -27-0% Ut5IUNLU by UHAW tlT LNLUKCU tlT (-�PlL® 7 L'ILJ MHS MHS MHS PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO - -- DATE:772s /VF BY: BY: —fzL QL R.C.E. NO. 65090 MICHAEL H. SMITH DATE: 311710 DATE:lA&S-- EXP. 9 -30 -07 No. 65090 Exp. 09/30/07 DATE C�j OF CA1� LEGEND SDRSD =SAN DIEGO REGIONAL STANDARD DRAWINGS SDWD =SAN DIEGUITO WATER DISTRICT LCWD= LEUCADIA COUNTY WATER DISTRICT ITEM STD DWG SYMBOL 1].01879 0 AlW04 EXISTING WOODEN FENCE EXIST. CONTOURS PROP. CONTOURS gp7 O PROPOSED AC BERM TYPE A -SEC SDRSD G -5 DRAINAGE SWALE /DIRECTION (MIN 1%) a CENTERLINE — 2.`1 CUT SLOPE MAX. CJ EXISTING EDGE OF PAVEMENT PROPOSED PVC STORMWATER DRAINPIPES PER PLAN PROPOSED 12" x 12" AREA DRAIN PROPOSED BUILDING WALL BY OTHERS PROPOSED SPOT ELEVATION 1�0 F5 ROPOSED MASONRY PET. WALL PER PLAN ()%W C-f OPOSED 4299 PAVING ZV I& //2 rte/ PROPOSED BROW DITCH PER DETAIL <= <== HYDROSEED SLOPE PROTECTION GRAVEL BAGS (2 HIGH) o0000000000 BMPS NOT TO BE REMOVED WITHOUT CITY APPROVAL EXISTING BROW DITCH < = CONSTRUCTION ENTRANCE PER TC -1 4= O8[ I , - yi lIV11 Y IV1A1' NOT TO SCALE I "lil :7 /1 C•l`. +1��:�:f.`� �7 � 7 \:71 M�� I'�! �M'Y DATE: V-/0 - 137 C= OF ENCINITAS ENGINEERING DEPARTMENT GRADING AND EROSION CONTROL PLANS FOR: 0 10 00 0 A d W X Z Q \a d a If` � • r 1 • � N SHEET 1 OF 3 .(� OPEn/ SPfICE E/i3ElN , 1 1 LIVE � 1 m Z c vwY W15 OS 0 iZUN —/ / 9. l74 ®• 6°� !� 1 l �, )'q' ( to 3, WIOW�N m1a pONSTRSPIEioAODT�TM m ® + "/qq6. \\ m yX1 ENO 3 ,_ SRgC� ca h//IGEF 6.. ai aA PIER. soRSO I EA.SEME'NT �� pp R� pVE PR�.2 .' 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Q � I ^ti 1 L 1 5° m F1 CA1... 6 R E• IE 111019- Nl W m/ i A L G o plSCwAap, i6� WApE E 3 Z RAT WALG `� / (m8.5 m pR = Cl FCO > r � " y - / EWAy ApiNA ICLWAY i �� 1 Y U� 0.04M pONNE PIPE � pw pr Np' 1%e /nl..d/V i m ppN y DR SP a (6 VG @ 4 GNARL gpA PER f3�11�W y,� 1 GONSIR �W ROADW CURB 1D I \ \ h 6" PIA• DITCN BASIN OpENREGORDED ALL ALONG' BASIN' \ ° \ \ X6.0 2" IDE GA To � PEpl�l v l� v v v 69s �� INB *Joe gly CMI .I ALA' CONG' 51 ADWAL �/ ./ m 14 yf ` �l\\ °\ \ \\ \\ \ t 1 t + t \ I \� 1 t 1r 3,-- E NO'SD Q� �. �.nO �iYD �n�� %1u /v��N 1 3 lr� DISCytINB N\ \ \ \ \\ 1 1� fpw 1 i i \ \ t .D)y \ ppgo• ®® REMOVE AND REPLACE EXISTING 6" PVC DRAINPIPE \ \ 1 \ m i 3i / / �%% / / ' AND AREA DRAIN �*'V— m / I � I ! I �! I !! �/ r7 a sa i I i I I�' I ki \ � v— � � P� k R�f�''• S ® / �\ \ I I I t!! lI I �a f{ �' 1 • r 167.3 lY t A I I I( i ( I 1 1 ,� GROUND 2p5•B woo l I I I i �'` 1 � / PATIO \ t t I I i I (/��� 1 1 \1II11IIIIIII {Itlttlltt ®m 1 t l i l l i l 1 1 1 i t\ \\\ 1iIl \liltt.ttt` 1t11 ��� % a \ \ \ \j\ II i i j i fG �T(1POUNDX. /m dop 1, i A AV A tl 1 1 1\ \t t it 1 1t Il 1 11 Il t 111 w Ar j A \\ \ I I F �GR�ND ' PROPERTY BOUNDARY 3 ICK t \ \ \ \\ g�i \ \\ \ \I \I t (I I I I "' I• ,3'X3 RpP Np PER SpRSD DRi TWA? 0.5' \\ \ \ \\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ QPILtaR d'cs J ! ) I J i 10 J DI iNB 166.9) EX. BAY • SOLID LINE REPRESENTS PROPOSED OW BUILDING WALL TO BE / I Q ! { ! C GROUND FINISHED GRADE/ SURFACE. 2: I MA1' . DESIGNED BY OTHERS /� // I l R4 • btZ Tt4CF $(/ _ _ _ I REPRESENTS l\ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \i vi'e / /, // ,I \� / G68.5jE 'L DACE• N- _ VIUMCIV SWALE 1� \ - m ROUND 3 f/ EXISTING CONDITION EXISTING RIP RAP ENERGY DISSIPATOR n m PROPOSED RIP RAP IQ MZL Z q , �• ENERGY DISSIPATOR SECTION C: SECTION MOVE EXISTING BROW DITCH NOTES: NOT TO SCALE \ \ \ PROPOSED BROW DITCH FOR STORMWATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE A O ® PUBLIC STORM SYSTEM. GRASS AREAS DESIGNATEDFORSTORM WATERPOLLUTIONCONTROL SHALLNOTBEF LANDSCAPE MODIIEDWITHOUT EXISIING BROW DITCH A PERMIT FROM THE CITY. G� ®LU "�, ado ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS Z PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A e,� RESULT OF ANY PROPOSED WORK, OR AT THE DISCRETION OF THE CITY FIELD F� Corrections INSPECTOR. A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER 30 MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH ° e m t AA ®q "W 9 Resubmit Rejected WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN j do SI1 PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A m STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. m :awed this plan for general conformance YAM the T I , '-ns presented in the report(s) dated $ �l3 • (� (© This review does not constitute `��f4Fto� .QF�I® ®® � calculations. dimensiw�s• or elevations �0 � boy C� ® PROPERTY BOUNDARY 0: No, is ® Date: D .T. L ®r 2 ©(© By- Eat C.(� � ISO ® ®/ � JaPEN SPACE EASSeff LBE QROFESS /p DRIVEWAY OF ��tEO ��0 Y9 P SED 4' 16' �Q,�FESSlO,y °THVA.fZB°3 ELEV. � � I T� BEAM EtEEV. ? ~� ® ` SDRSD 6�-z'' �� SOLISHED GRADERESURFACPROPOSED M /N. VARIES ' -1 PER Aarr ti a ray Ha.2b24 3 73'PEA . _ 2% c' 5 Uj ►� 1 ISIS LYtuC - 2' 2' - 10 �_FIL BEAM. HT. = 1A' 141k 2.0'94X. e.�'s �o a nA CUC) I TAIL oconcecAlrc _ ®� f GJ p 0 0 N U OO v J U W O W Q W W I HYDROSEED NOTES 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE. a. THREE FEET OR MORE IN FILL AREAS. b. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL 'AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 3. HYDROSEEDING SHALL CONSIST OF ALL THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER. b. 20 lbs. PER ACRE OF ZORRO FESCUE. c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA. Of. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA. e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW). f. 112 lb. PER ACRE OF DIMORPHOLECA. g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB - SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. 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. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY. 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6:1. b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "a" ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP, BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOILS AMENDMENTS, ph ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DUNCAN OR MARTIN MCCOMAS, 24 HOURS, AT (760) 729 -3260 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 AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECES- SARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. SHOULD GERMINATION OF HYDROSEED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. / o 00 / 0 i i RUNS 0 F _ 1 1 1 111l11�/ \t4 {I II II11111 1A \ \V {I it'll 1` 7, tl I II I I If 11 I I I \t \`jt \jjttt \\t \, \\ \ �• do do • •- /� '/• GAP BETWEEN BAGS ACTS AS SPILLWAY \1 \ , PROTECT ALL SLOPES WITH \ 1 , BFM, SLOPE PLANTING OR HYDROSEED. \ CONSTRUCTION ENTRANCE PER TC -1 Zr fl 9 q• �•/ � Q� �; / VVV �� y I/ ,., i SLOPES WIT IANTING OR 14 0w v I I+ I I I r � lI11�111i I ! ! I i f TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED DETAIL: GRAVEL BAGS L i I t 717s I t t 00 • / os 0000, 10000 10000 t � o, 0 AA GRAVEL BAGS PER DETAIL THIS SHEET GRAPHIC SCALE 1 " =30' 0 90 60 90 GRAVEL BA PER DETAI SHEET •o oo/ ®o ,o / 0 do 10000 PROTECT ALL SLOPES WITH BFM, SLOPE PLANTING OR HYDROSEED. - �OQRpFESSg�;�� 4 CiVl4. r WAO,,W&L S4f4 W Z*rE- OF cAti�F °� GEOTEK, INC. L teviewed Oorw_ Revise and Resubmit ® Rejected T- - viewed this plan for general conformance � ?iendations presented in the report(s) da 3 -10 g 3c> - t , his review does r, ;aye. dimensions, 00t, Z® eZfb CCE� ; NO. 2524 * .60.6 -30.11 0 Exlo 89 P REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING ty LUNLAWN MHSU BY "MHS �Y ��tMHS riY APPROAIS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 111247-611 CITY OF ENCINITAS POINT 1010: PLANS PREPARED UNDER THE SUPERVISION F RECOMMENDED APPRO EROSION CONTROL PLAN FOR: r % �a �T 2.5" DISC IN NW COP. VAULT IN SW APPROVED ,,���� �j/ -��� - -� teEmo r ce; va �,���� CORNER LONE JACK RD. AND DOUBLE HORIZONTAL SEE PLAN BY: /�'LcJ �CZ DATE: 0 BY: BY: IQI _1011 .62 LL RANCH ROAD IN OLIVENHAIN. 106 A DOUBLE E T T RANCH 7► CH D D (LT 36' W'LY OF PP N0. 628620 N/A DATE: MICHAEL H. SMITH R.C.E. NO. 65090 DATE: ���8' DATE: �O� Ve7 1J VJ7■ r�'� J111 11111Vv17. 11JJ , VERTICAL EL= 203.16 DATUM. NGVD 88 EXP. 9 -30 -07 SHEET 3 OF 3 Jul 252007 15:52:42 Wed ((Z) �J op 0 Q �w Q d W tia d a