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2002-7771 G (Plans) WORK TO BE D ONE WORK TO BE DONE A. GENERAL THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DID IN ACCORDANCE WITH THESE DOCUMENTS; 1. AL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION), STANDARDS SPECIFICATIONS FOR PUBLIC WORKS FOR PUBLIC WORKS CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO D, EROSION CONTRA CONSTRUCTION (LATEST EDITION) COY REFERRED TO AS THE 'GREEN Mo. CITY OF ENCINITAS GRADING 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVE HARRISON AT 760 -802 -5505 (24 HOURS). AND EXCAVATION ORDINANCES AND STANDARDS, STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION' OWNER j s CERTIFICATE STANDARD PLANS (LATEST EDITION), STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS (LATEST EDITION), 2, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES AND OLIVENHAN MUNICIPAL WATER DISTRICT STANDARD DRAWINGS FOR WATER IMPROVEMENT ENT AND CITY OF ENCINITAS 2. THE SOILS REPORT TITLED 'REPORT OF GEOTECHNICAL INVESTIGATION, PROPOSED LUX ART DURING THE RAINY SEASON, ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR STANDARD SPECIFICATIONS FOR CONSTRUCTION OF SEWER, INSTITUTE, ENCINITAS CALIFORNIA' SPARED BY GE ❑TECHNICS INCORPORATED, DATED DECEMBER 6, CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE THE QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND DOES NOT RELIEVE THE CONTRACTOR FROM 2Q02, PROJECT NO_ 0806-001 -00, SHALL BE CONSIDERED PART OF THIS GRADING PLAN, RAIN IS IMMINENT, COMPACTION AND STABILITY OF THE SITE. COMPLETING AN INDEPENDENT ANALYSIS OF THE QUANTITIES AND COSTS ASSDCIATED WITH THE IMPROVEMENTS REQUIRED ALL GRADING SHALL BE D IN ACCORDANCE WITH THE RECOMMENDATION AND SPECIFICATIONS FOR THIS PROJECT, CONTAINED IN SAID REPORT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF LUX ART INST TUTE Q N TY U N T DESCRIPTION STD . D R W LEGEND 3. ANAL OR THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE THE ENGINEERING INSPECTOR. OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OR WAYS, SEPARATE _ _ ____ DATE_ APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJ WITH IMPROVEMENT PLAN. 4, THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OR THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAIN FALL S T 3088 C.Y. EMBANKMENT (2:1 MAX) - 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE SITE GRADING. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE Ct fir® � =e ier - ---- 6254 C.Y. EXCAVATION (2:1 MAX) - 5, CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN PRINTED TITLE PROPERTIES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE CIRCUMISTANCES WHICH MAY ARISE, 208 S.F. RETAINING WALL S.D.R.S.D. C -4 REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO 1817 S.F. RETAINING WALL S.D.R.S.D. C -3 DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS DECLARATION O� RESPONSIBLE C�G� CIVIL ENGINEER OR LICENSED LAND SURVEYOR. CONDITION, 313 L.F. CONCRETE CURB (fi }. S.D.R.S.D. G -1 I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 771 L.F. CONCRETE CURB & GUTTER (6 ") S.D.R.S.D. G -2 - - - - - - - - INCLUDING SHORING AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND INCORPORATED HEREIN. 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH "A" - - - - - - FEDERAL] SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS, CURRENT STANDARDS, 288 L.F. WOOD HEADER DETAIL ON SHEET 4 8, GRADING AND EQUIPMENT OPERATING WITHIN OE -HALF (112) MILE. OF STRUCTURE FOR 8, GRADED AREAS AROUND THE PROJECT PERIMETER MUST FAIN AWAY FROM THE FACE OF THE 11U#NDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF 15716 S.F. AC PAVEMENT AND BASE - HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE RCS OF 5130 P.M. AND 7130 A.M. NOR SLOPE AT THE CONCLUSION OF EACH WORK DAY. ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OR OR SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS, WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN, 2171 S.F. CONCRETE PAVEMENT 9 GRADING OP NO GRADIERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD 9, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT OISITE WITH THE FOLLOWING PEOPLE PRESENTt CITY INSPECTOR CIVIL ENGINEER SOILS (40X ), SILT AND OTHER DEBRIS SHALL REMOVED AFTER EACH RAIMEALL. AQUATERRA ENGINEERING INC y$ j _ 5483 S.F. PERVIOUS PAVEMENT - ENGINEER, GRADING CONTRACTOR AND PERMITTEE, THE PREGRADE MEETING SHALL BE SCHEDULED GARY LIPSKA p .. WITH THE CITY AT LEAST 48 MSS IN ADVA BY CALLING (760) 633 -2770, 1843 CAMPESIMG PLACE 595 L.F. STORM DRAIN PIPE 10, SH GERMINATION U HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE R '� y- ; . F - - - - - - - - - -- - OCE I CA 92054 10, PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SUES SHALL BE STABILIZED 760 0 � No. 2,V� � 2 EA. CURB INLET (TYPE C) S.D.R.S.D. D -3 SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO RECEIVE APPROVAL FROM THE WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND CITY ENGINEER FOR THE PRISED HAUL ROUTE, THE DEVELOPER SHALL COMPLY WITH ALL SEDIMENT CONTROL HANDBOOK OR THE STATE OF CALIFORNIA DEPARTMENT IE CONSERVATION, 3 * 2 EA. CATCH BASIN (TYPE F) S.D.R.S.D. D -7 El CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING BY - - -__ -- - -- DATE = -- _ sr t ;M OPERATION. E. HYDROSEED `�, $ 1 g i2 /31 /05 1 EA. STORM DRAIN CLEANOUT S.D.R.S.D. D -9 11, UPON FINAL COMPLETION OF THE WORK [ENDER THE GRADING PERMIT BUT PRIOR TO FINAL 1. HYDR ❑SEED SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6 =1 (HORIZONTAL TO RCE 2 0 EXP. �°�• - = a ` 13 VERTICAL) OR STEEPER WHEN THEY ARE 1 EA. INLET APRON S.D.R.S.D. D -39 GRADING APPROVAL AND /OR FINAL RELEASE OF THE SECURITY, AN AS- GRADED CERTIFICATION A THREE FEET OR MORE IN HEIGHT IN FILL AREAS '� SHALL BE PROVIDED STATING THE GRADING UNDER PERMIT NO, 7771-G HAS BEEN PERFORMED B 5 FEET [R MORE IN HEIGHT IN CUT AREAS, U SLOPE IS NOT SUBJECT OT EROSION DUE SOILS ENGINEER , `� CERTIFICA EA. HEAD WALL S.D.R. D -34 IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN O B. N THE WE HEREBY CERTIFY THAT WE HAVE PROVIDED TESTING AND INVESTIGATION CONCERNING THE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ATTACHED AS- GRADED PLAN'. THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND PREPARATION OR THE GROUND TO RECEIVE FILLS, RECOMMENDATIONS FOR REQUIRED C ACTION, 610 L.F. BROW DITCH DETAIL "A" ON SHEET 4 SIGNATURE OE THE CIVIL ENGINEER WHO CERTIFIES GRADING ORATION. EMVGIMEER, AND RECOMMENDATIONS CONCERNIM►G THIS DEVELOPMENT AS DOCAMIENTED IN THE REFERENCED 12. IF THE GEOTECHNICAL CONSULTANT OR RECORD IS CHANGED FOR THE PROJECT, THE 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OR THE SOIL AT THE OPTIMUM LEVEL FOR GEOTECHNICAL REPORT, THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND 180 L.F. BROW DITCH S.D.R.S.D. D -75 Wes( SHALL BE STEED UNTIL THE REPLACEMENT HAS AGREED IN WRITING TO ACCEPT THE THE GROWTH OF THE HYROSEEIED GROWTH, FOUND TO BE IN GENERAL CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS RESPONSIBILITY WITHIN THE AREA OF THEIR TECHNICAL COMPETENCE FOR APPROVAL UPON OUTLINED IN THE REFERENCED SOILS REPORT OR GEOLOGICAL/ GEOTECHNICAL INVESTIGATION 8 C.Y. RIP PAP ENERGY DISSIPATER S.D.R.S.D. D -40 COMPLETION OF THE WORK, IT SHALL BE THE DUTY OR THE PER MITEE TO NOTIFY THE CITY 3. HYDR ❑SEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING, PREPARED FOR THIS DEVELOPMENT, ENGINEER IN WRITING O' SUCH CHAD PRIOR TO THE RECOMMENCEMENT OF GRADING. - - ., 2 EA. BASIN STANDPIPE ASSEMBLY DETAIL "B" & "D" ON SHEET 4 = SEE LANDSCAPE PLAN FOR LO OR . CATIONS AREA A . . AND AREA B . B. NOTIFICATIONS a) Y SIGD� _ -- --- ____ -- __ -- _ SIG _ -- _ -- -- -- - 1 EA. CURB OUTLET (TYPE A) S.D.R.S.D. D -25 0 1. THE EXISTENCE AND LOCATION OR LBS/ MIN. UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON I. LBSI MIN, 1, ANTHONY BELFAST W, LE A DERM �° VA THESE PLANS. WERE OBTAINED BY A SEARCH OR AVAILABLE RECORDS, TO THE BEST OF OUR RCE NO. 40333 CEG NO. 1125 _ KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN [IN THESE PLANS, HOWEVER, ACRE BOTANICAL NAME PURITY /GERMINATION ACRE BOTANICAL NAME PURITY /GERMINATION . * 240 L.F. SILT FENCE 8.0 BOUTELOUA GRACDLIS 60 /60 2.0 ARTEMISIA CALIFORNICA 05160 EXP, DATE, 3/31/07 EXP, DATE; 12/31/05 615 EA. GRAVEL BAGS (TWO BAGS HIGH) - THE CONTRACTOR IS REQUIRED T❑ TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY 3.0 ESCHSCHOLZIA CALIFORNICA 98175 2.0 CAMISSONIA CHEIRANTHIFOLIA 90180 GEOTECHDNICS INCORPORATED EXISTING UTILITIES STRUCTURES LOCATED AT THE WORK SITE, IT IS THE CONTRACTOR'S ss, 610 L.F. TRENCH RESURFACING CITY OF ENCINITAS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES 25.0 FESTUCA RUBRA 'DATE' 95180 4.0 ENCELIA CALIFORNICA 40/60 9245 ACTIVITY ROAD �,o � r,�� F. PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATIONS UTILITIES AND NOTIFICATION 4.0 GILIA TRICOLOR 98175 4.0 ERIGONUM FASCICULATUM SAN DIEGO, CA 92126, � ' z ,0 SALVIA COLUMBARIAE 90/60 34 ESCHSCHORZIA CALIFORNICA 98/80 TELEt 858- 536 -1000 �� �- y � EXISTING CONTOUR C 310 ) C PrCEMENT VOtKt _ � z ► PROJECT MVO. 0806 - 001 -00 Q 12.0 FESTUCA RUBRA MATE 95/80 A rn . SEWER - CITY OE ENCINITAS 760- 633 -2600 1.0 LAYIA PLATYGLOSSA 60/60 = l -e ?- PROPOSED CONTOUR 310 B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRICt 800 -422 -4133 6.0 LOTUS SCOPARIUS/�� TLi'R G�''r �' * Exp.�-- ---- -- C. WATER - �IVEM IN MUNICIPAL WATER DISTRICT: 760- 753 -6466 4.0 MELICA IM PERFECTA 80/60 SEE SHEET 2 ` t tL © i7 626 L.F. 4" PVC SEINER PIPE S.D.R.S.D. S -4 (' YK 8) D. TELEPHONE - PACIFIC BELL= 760 -489 -3441 F OF CA�,�F = E. CABLE TV -COX CABLES 760- 599 -6060 3.0 MIMULUS AURANTIACUS PU NICEUS 02/60 jF 3.0 PHACELIA CAM#PANULARIA 98/75 _j o 0 3 EA. SEWER CLEANOUT S.D.R.S.D. S -3 2. CORTRACTODR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY 3.0 RHUS INTEGRIFOEIA ! w � Wes( OR THIS PROJECT. , (619) 633 -2770. 2.0 SALVIA MELLIFERA 70/50 � �� 781 L.F. PVC WATER PIPE O.MN.W.D STD, DWG NO. E-3.1 ON - - 3. THE CONTRACTOR SHALL GIVE 24 H OR S NOTICE CALLS FOR INSPECTION. PFD: (619) 8.0 VULPIA MICROSTACHYS 90/80 OLIVENHAIN 1 EA, 8 GATE VALVE O�V.D. STD. DWG ME. D -2.2 I WITHOUT --�- 633 -2770. ALL .WC WITT BENEFIT OR INSPECTION WILL BE SUBJECT TO REJECTION AND TYPE I MULCH APPLIED AT THE RATE OF NO LESS THAN 2.400 LBS. PER ACRE. TYPE 6 � LEU C DI A - RE b) MACH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER BL Q 1 EA. 2' WATER SERVICE (DOMESTIC) O.M1,W.D. STD. DWG ME. B -1.5 C. GRADING MATERIAL. WHEN STRAW IS USED IT MUST BE ANCH TO THE SUED BY MECHANICALLY '� �, v Fvm1 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER PUNCHING NO LESS THAN 50' /. OR THE STRAW INTO THE SOIL, � J 1 EA. 2' WATER SERVICE (IRRIGATION) O.KW,D. STD. DWG KU B -1.5 F R COMPACTION HIS/HER DIRECTION. HE /SHE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT AND ENCIN�TAS BEACH', � Q w COMPACTION OE FILLS AND BACKFILLS AND C�ACTION OR TRENCHES, HE/SHE SHALL SUBMIT b FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WITH 151. SULFUR COUNTY PARK ��`' ftf AEW R APPLIED AT THE RATE � 5� LBO. PER ACRE, o m GPR��N o 2 EA. REDUCED PRESS BACKFLOW ASSEMBLY (2) D,M.V,D, STD. DWG, N0, C -2.1 -� a e e- SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL, o w UPON C OF GRADING OPERATIONS HE/SHE SH STATE THAT OBSERVATIONS AND 1 EA. DOIOU�E CH DETECTOR CHECK AISSEM�LY WITH FIRE DEPT, CCTNV,D. STD, Dim C -3.3 -$0 0�-- TESTS WERE MADE BY HIM/HER OR UNDER HIS /HER OPINION, ALL EM ( MENTS AND AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: '; Q Q VE N A N EXCAVATIONS WERE CONSTRt TED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND sE�DE DENS`, G� 1 EA. FIRE HYDRANT ASSEMBLY O.MI.W,D, STD, DWG. !E. C-1.1 THAT ALL EMBANKMENTS AND EXCAVATIONS A ACCEPTABLE FOR THEIR INTENDED USE. 1. R�NING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OR= COUNTY PARK',. o Q MTN VISTA A, TRACK WALKING SUES STEEPER THAN 64, >_ 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE B. RIPPING ACAS THAT WILL NOT BREAK UP USING ITEM `A` ABOVE. �` o I EA. 2'' BLOW-OFF ASSEMBLY O.H.W.R STD. DVG, NQ. A -11 DRAINAGE AND PREVENT P[BNDING OR WATER, HE /SHE SHALL CONTRO SURFACE WATER AND '< DAMAGE TO ADJOINING PROPERTIES OR TO FINISH WIC OR THE SITE 'AND SHALL TAKE ' G��� T AVOID D 2, CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY. MOONLIGHT , �� N REMEDIAL MEASURES T❑ PREVENT EROSION FRESHLY GRADED AREAS UNTIL SUCH TIME AS A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMS BUT NOT SATURATED SEED sTATE BEACH; BLVD VD E N C I N I TA S PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. BED, -n .................... ... 3. ALL AREAS TO BE FILLED SHALL BE PREPARED PRIOR TO PLACEMENT OF FILL AND FILL SHALL B. THE ADDITION OF SOIL AMENDMENTS, pH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION AND RECOMMENDATION SET FORTH IN THIS T❑ PROVIDE VIABLE CONDITIONS FOR GROWTH. A S - i9 v 1 LTPLM GEOTECHNICAL REPORT. ALL VEGETABLE MATTER AND OB,ECTHMBLE MATERIAL SHALL BE REMOVED L D 4 BY THE CO NTRACTOR FRO! THE FACE USN WHICH THE FILL IS TO BE PLACED. LOOSE AND HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A V IGOROUS GRO UNTIL THE PA `, ENCINITAS DESICCATED NATURAL SOILS SHALL BE REMOVED TO COMPETENT 1ATERIAL AND OBSERVED BY THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE OCEAK GEOTECHNICAL ENGINEER. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12' AND PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED, BROUGHT TO ABOVE - OPTION MOISTURE CONDITION, AND RECO M PACTED TO AT LEAST 90 PERCENT OF SA 55:1 TTE THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MOST RECENT VERSION OF THE ASTM D -1557 SEA CuEF �. FE D E OR AND APPROVED ALTERNATE STANDARD COUNTY PARK 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIM TO FINISH GRADE TO PRODUCE SMITH SURVEYS AND UNIFORM C ROSS SEC T IONS. THE S L S of E AND EMBANKMENT LEGAL DESCRIPTION: ', a ��`�- OWNER AND DEVELOPER: SKEET LEGEND SHALL BE SHAPED, PLANTED AND -TRIM D AS DIRECTED BY THE ENGINEER [IF WORK AND LEFT 9 CARDIFF �, ��, LUX ART INSTITUTE, A CALIFORNIA NO= DESCRIPTION IN A MEAT AND ORDERLY CONDITION, ALL SLOES, ROOTS AND OTHER WASTE MATTER EXPOSED PORTION OF PARCEL 2 OF PARCEL MAP No, 2162 & PORTION OF HEX, NEX SEX 2000 ' ± NON-PROFIT ORGANIZATION. I TITLE SHEET OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECK LOOSENED SHALL BE AND PORTION NR, SEX, NEX, SEND ALL IN SEC, 23, T13S, R4W, \ �� 2 MOTES 7010 EL CAMIN❑ DEL N ❑RTE REMOVED AND DISPOSED OF. THE TOE AND TOR OR ALL SLOPES SHALL BE ROUNDED IN 3 GRADING PLAN ACCORDANCE WITH THE GRADING ORDINANCE. ANN: 262- 160 -15, -2z RELC 858-756-2140 CA 92067 4 GRADING PLAN_ 5. 5 DRIVEWAY N'ROLILE PILED OTHERWISE DISPOSED D O THE SITE BY TNT MATE R IAL SS SHAL A TO LEAVE T WA TER NO TES � VICINITY MAP b WATER AND SEWER PLAN � C ONTRACTOR O � SAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM AV S PROFILE SHEET 2 7 WATER AND SEWER WER UNSIGHTLY DEBRIS. APPROVAL OR LOCATION OR 8 WATER DEBRIS FILL SHALL BE SECURED FROM THE SIGNiA E AND C URB PLAN PLAN SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL 9 AL C ANY SUCH MATERIAL OLIVENKAIN MUNICIPAL WATER DISTRICT 10 EROSION CONTROL PLAN EARTHWORK Q UANTI TIES ENCINITAS FIRE DEPARTMENT POTABLE i1ATER S YSTE M APPROVAL PARKS AND RECREATION DEPT. 11 EROSION CONTROL PLAN CML E "EBB # LW � SEE SHEET 2 Ol[�D T.O. 58745© 12 PLANTING PLAN A Eflgine&ll] Inc. APPROVED APPROVED BY: BOYLE ENGINEERING CORPORATION APPROVED 13 IRRIGATION PLAN DISTRICT CONSULTING ENGINEER 1843 Campesino Place Oceanside, CA 92054 # 0 3 a -7 � 0 Far: (780} 438 - fie FIRE MARS DATE JOB NUMBER DA E: CITY APPROVED C HAN G ES B MA RK SIGNATURE E PINES 2 YEARS FROM DATE SIGNED .� N0. DESCRIPTION APPROVED BY REFERENCES DATE DESCRIPTION: TOP F IN NT SCALE PLANNING AND BUILDING DEPT. I N Y: DRAWN Y: CH ECKED Y: APPROVALS CITY OF ENCINITAS EN GII N E�RI N G DEPARTM DRAWNG NO W oc 6- ' 1:?E VI SC SHEET 3 AN04 aw 12 P S EPARE N HE SUPERVISION OF RECOMMENDED APPROVED HORIZONTAL APPROVAL GRADING AND IMPROVEMENT PLANS FOR: VOI Sl•�EET'S 3 d�-� � F�1� LOCATION: STA.64 +24 E CAMRNO REAL NIA DATE: ` d :; S _ Q 3A AN P � � NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText