2003-7893 G (Plans) (3)5' WIDE GENERAL
UTILITY EMT
6" AC BERM PER G-5,
TYPE 'A. TYP. BOTH SIDES
AC PA VEMEN T & BASE PER SOIL ENGINEER
R-VALUE TESTS U.N.O. MINIMUM SECTION
TO BE 4" AC OVER 6" CLASS fl BASE.
T INDICA TES ELEVA 17ON PER PLAN 7R,
PRI VIA TE ROAD CROSS SECTION
LINES A& B N TS
J6.11
Pi
31 R
36" WIDE x 12' DEEP BLADE
L
LOQ�' III SWALE 0 2Z MIN TO BE
Ifr LANDSCAPED OR
HYDROSEEDED.
EARTH BLADED
STORMWER PaLU1701V CaV7Ra BMP NOTES RELA77VE TO CONS7RUC70V C 6RADING
FINAL A P A(;ffVllltZi (CO17tinUed) M0_90NQM7R0L NO7ES
1. ALL GRADING SHALL BE INSPECTED AND 7ES7ED BY A QUALIFIED SOILS ENGINEER OR
TRMING UNDER HIS DIREC 77ON HE SHALL INSPEC T AND 7ES T THE EXCA VA 77ON PLA CEMEN T AND 1- IN CA SE EMERGENC Y WORK IS REQUIRED, CON TA C T DENNIS ROBBINS A T (760) 803-2505 COMPACTION OF FILLS AND BACKFILLS AND COMPAC77ON OF TRENCHES HE SHALL SUBMIT LEGM STAWARD SOILS REPOR IS AS REQUIRED AND MLL DE7ERMINE 7HE SUI TABILI TY OF AN Y FILL MA 7ERIAL. CON7RACTORS' EMPLOYEES WHO PERFORM C0NS7RUC770N IN THE CITY OF ENCINITAS SHALL BE 2 EOUIPMEN T AND WORKERS FOR EMERGENCY WORK SHALL BE MADE A VAILABLE A T ALL TIMES DURING THE
UPON COMPLE77ON OF GRADING OPERA TIONS HE SHALL STA 7E THA T INSPECTIONS AND 7ESTS IRA )NED TO BE FA MIL 1A R W TV THE Cl TY OF ENCINI TA S S TORM WA TER POL L U TION CON TROL RAINY SEASON. ALL NECESSARY MA 7ERIALS SHALL BE STOCKPILED ON S17E A T CONVENIENT LOCA 77ONS TO FACILITA TE SUBDIWSION BOUNDARY WERE MADE BY HIM OR UNDER HIS SUPERVISION AND 7HA T IN HIS OPINION, ALL EMBANKMENTS REQUIREMEN IS THESE BMP NO 7ES SHA L L BE A VA IL A BL E TO E VER YONE WORKING ON S1 7E 7HE RA PID CONS 7RUC 77ON OF 7EMPORA R Y DE VICES WHEN RA IN IS EMINEN T AND EXCAVA77ONS WERE CONSTRUCTED IN ACCORDANCE NTH THE APPROVED GRADING PLANS PROPERTY OWN&S AND THE PRIME CON7RACTOR MUST INFORM SUBCON7RACTORS ABOUT A NO THA T A LL EMOA NKMEN IS A NO EXCA VA 77ONS A RE A CCEP TA BL E FOR THEIR IN 7ENDED USE PROPERTY LINE
STORM WA TER REQ I , EMENTS AND THEIR OWN RESPONSIBILIRES. 3 DEWCES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING
INSPECTOR. 2% 2 THE CON IRA C TOR SHALL PROPERL Y GRADE ALL EXCA VA TED SURFA CES TO PRO WDE EASEMENT LINE
WASTE MANAGUOU POS177VE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WA TER
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEWCES To WORKING ORDER 77 TION OF EXIS 7ING CON TOUR
CONTRACTOR SHALL BE RESPONS 0 FINISHED WORK ON THE S17E AND SHALL A NO A VOID DA MA GE TO A DJOINING PROPER TIES OR T To THE SA SFA C IBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UN77L SUCH TIME CONS TRUC 71ON MA TERIA L S. DUMPING OF UNUSED OR W AS 7E PRODUCTS ON THE GROUND, WHERE AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. EXIS71NG ELEVATION
WATER CAN CARRY 7HEM INTO THE CONVEYANCES TEM IS S TRIC 7L y pROHIBI D. Y5 7E 5 THE CON7RACTOR SHALL INSTALL ADD177ONAL EROSION CON7ROL MEASURES AS MAY BE REQUIRED BY 7HE CITY
J ALL AREAS TO BE FILLED SHALL BE PREPARED TO BEFIL ENGINEER DUE TO UNCOMPLETED GRADING OPERA 77ONS OR UNFORESEEN CIRCUMSTANCES WHICH MA Y ARISE L ED A NO FIL L SHALL BE PLACED NEW CONTOUR NO SEEPAGE FROM DOMPSTERS SHALL BE DISCHARGED INTO STORMWA TER. BERms 172
DIKES SHALL IN ACCORDANCE NTH STANDARD SPECIFICA TONS. ALL VEGETABLE MA TIER AND OBJEC77ONABLE BE PLACED AROUND DUYPS7ERS TO DIVERT THE NATURAL STORM RUNOFF DU P E 6 THE CON7RACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS To PRE NT PUBLIC 17J 50
M �Tli RS SHALL MA 7ERIAL SHALL BE REMOVED BY THE CON7RAC VE NEW ELEVATION TOR FROM THE SURfACE UPON WHICH THE FILL TRESPASS ONTO AREAS WHERE IMPOUNDED WA 7ERS CREA TE A HAZARDOUS CONDI ON. BE CHECKED FREQUENTLY FOR LEAKS DUYPS7ER LIDS SHALL REMAIN CLOSED AT ALL 77MES. IS TO BE PLACED. LOOSE FILL AND ALL 77 UVAL SOILS SHALL BE REMOVED TO SUITABLE FIRM DUMPS7ERS WTHOUT LIDS SHALL BE PLACED WITHIN S7RUCTURES NTH IMPERVIOUS ROOFING OR NA TURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. EARTH BLADED SWALE
COVERED NTH TARPS IN ORDER TO AVOID RAIN CONTACT NTH ANY 7RASH MA7ERIAL. MC INDEX COMPACTED TO A MINIMUM 5.5 OF 90 PERCENT IT SHALL BE THE CON7RACTOR'S RESPONSIBILITY
TO PLACE, SPREAD, WA TER AND COMPACT THE FILL IN S7RICT ACCORDANCE W7H MA N Y CONS 7RUC TION MA 7ERIA L S, INCL UOING SOL VE DIREC71ON OF FLOW NTS, WA 7ER-BASED PAINTS, VEHICLE FLUIDS, SpECIFICA TIONS OKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETA 77ON CAN BE RECYCLED. 8 GRA DED A REA S A ROUND THE PROJEC T PERIME TER MUS T DRA IN A W4 Y FROM THE FA CE OF SL OPE A T THE NON-RECYCLABLE MA TERIALS MUST BE TAKEN TO AN APPROPRIA 7E LANDFILL OR DISPOSED CONCLUSION OF EACH WORKING DA Y NEW PRIV47E STORM DRAIN PIPE D-60 lJ50-D OF 4. CUT AND FILL SLOPES SHALL BE CUT AND 7RIMMED TO FINISH GRADE To PRODUCE
AS A HAZARDOUS WASTE FOR INFORMA 77ON ON DISPOSAL OF HAZARDOUS MA 7ERIAL, CALL THE SMOO IN SURFA CES A ND UNIFORM CROSS SEC 77ONS THE SL OPES OF EXCA VA TIONS A NO 9. A L L REMO VA BL E PRO 7EC 77 VE DE WCES SHO WN SHA L L BE IN PL A CE A T THE END OF EA CH WORKING DA Y EN T PRIVA 7E CURB INLET SDRS0 D-2 TYPE `B 1 HA ZA RD OUS WA S 7E HO TL INE TOL L FREE A T (800) 714-1195 FOR INFORMA 77ON ON LANDFILLS EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF nvE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (407,). SILT AND OTHER DEBRIS SHALL BE WH HE AND TO ORDER DUMPS7ERS CALL EDCO AT (766) 4J6-4151. WORK AND LEFT IN A NEAT AND ORDERLY CON01770N. ALL STONE, ROOTS AND OTHER WAS7E REMOIIED AFTER EACH RAINFALL. PRIV47E CATCH BASIN B Y BROOKS'
MA TIER EXPOSED OR EXCA VA 77ON OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE 7RASH CANS AND RECYCLING LOOSENED SHALL BE REMOVED AND DISPOSED OF THE TOE AND TOP OF ALL SLOPES SHALL RECEPTACLES AROUND THE S17E 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE NTH J14 INCH MINIMUM AGGREGRA PRIV47E CURB OUTLET BE ROUNDED IN ACCORDANCE NTH THE GRADING ORDINAN E 7E S0RS0 D-25 TYPE 'A' 1 1{ PLAN 11. SHOULD GERMINA TION OF H YDROSEEDED SLOPES F D, PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MA7ERIAL SHALL BE COLLEC7E CONCRE7E MASONRY RETAININO WALL SDRS0 C-6 AIL TO PROWDE EFFEC77VE COVERAGE OF GRADED SLOPES (9010,1 CONTRACTOR SHALL PROWDE SECONDARY CONTAINMENT AND LOCA 7E PORTABLE TOILETS A WAY PILED OR 07HERwSE DISPOSED OF OFF FROM STORMDRAIN INLETS ON PER14OUS SURFACES THE Sf 7E B Y THE CON IRA C TOR SO A S TO LEA VE THE COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN AREAS THAT HAVE BEEN CLEARED NTH A NEAT AND FINISHED APPEARANCE FREE FROM ACCORDANCE NTH SEC77ON J5 021 OF THE EROSION AND SEDIMENT ONTROL HANDBOOK OF CONCREIE BROW DITCH SDRSD D- 75 TYPE Y THE DEPARTMENT OF UNSIGHTLY DEBRIS. APPROVAL OF LOCA 77ON OF DEBRIS FILL SHALL BE SECURED FROM THE CONSER VA 770N, S TA 7E OF CALIFORNIA.
ALL CONS TRUC 77ON DEBRIS SHA L L BE KEP T A WA Y FROM THE S TREE I, GU T TER A NO S TORMDRA IN. SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MA 7ERIAL. CONCRE7E HEADWALL SDRS0 D-JO, TYPE 'A' Z — — — — —
CON IRA C TOR MUS T ROU TINEL Y CHECK A NO Ct EA N UP MA 7ERIA L THA T MA Y HA VE IRA VEL ED UPLVARY ERO.9N CNIROL
A WA Y FROM THE CONS 7RUC TION SITE D. LANDSCAPING. PtAN HK AND RIP-RAP ENERGY DISSIPA TOR SDRS0 D-40, TYPE 2
RRIGA WV 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE NTH PLANS APPROVED BY A. HYDROSEEDING SHALL BE APPLIED TO: GRA VEL BAGS PER PLAN
THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE
AND ALL ADOPTED LANDSCAPE AND IRRIGA 77ON STANDARDS. 1. ALL SLOPES THA T A RE GRA DED 6. 1 (HORIZON TA L TO VER TICA L) OR S TEEPER SIL T FENCE PER PLAN
WHEN THEY ARE-
_FR
SWALE 2 FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO THREE FEET OR MORE IN HEIGHT AND IN A FILL AREA OR ADJACENT TO A FIBER ROLLS CAL TRANS SC-5
A)
OCTOBER 1 OR IMMEDIA TEL Y UPON COMPLETION TION OF ANY Y St OPES GRADED BETWEEN OCTOBER 1
N. T. S. A PUBLIC WALL OR STREET.
AND APRIL 15.
b. ALL SLOPES 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS
NOT SUBJECT T STABILIZED CONSTRUCTION ENTRANCE PER PLAN
GRA DING NOTES 0 EROSION DUE TO THE EROSION RESISTANT CHARACTER OF
STORM MRPaLU77ON COWRaMP NOTES RELA77W TOO CaVS7RUC71ON E. ER0,90N COMM
THE MA 7ERIA L AS A PPRO VED BY THE CITY ENGINEER,.
ACTIVITIES
A. 6EIVERAL
1. IN CASE EMERGENCY WORK IS REQUIRED, CON TA C T CREA 71 VE BUILDERS A TIN. • DENNIS 2 AREAS GRADED FLA TIER THAN 6.1 WHEN ANY OF THE FOLLOWNG COND177ONS
CONCRETE W49WT ROBBINS A T (760) 803 -2505. EXIST-
1. ALL WORK SHALL BE DONE IN ACCORDANCE NTH THESE PLANS, THE STANDARD a. NOT SCHEDULED FOR IMPROVEMENTS CONSTRUCTION OR GENERAL
SPECIFICA 77ONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF 2 EQUIPMENT AND WORKERS" FOR EMERGENCY WORK SHALL BE MADE A VAILABLE A T ALL
CON IRA C TOR SHALL ESTABLISH AND USE A N A DEQUA TEL Y SIZED CONCRETE WA SHOU T AREA TO LANDSCAPING�,
THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWNGS. ANY TIMES DURING THE RAINY SEASON. ALL NECESSARY MA 7ERIALS SHALL BE STOCKPILED ON SITE WTHIN 60 D Y5 OF ROUGH GRADING.
CONTAIN WAS WAS7ES ON S17E IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR
CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY A T CON VENIEN T L OCA 77ONS TO FA CIL I TA 7E RAPID CONSTRUCTION OF 7EMPORA R Y DEVICES WHEN b. IDEN77FIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE
STUCCO, PLASTER AND THE LIKE INTO THE STORMW47ER CONVEYANCE SYSTEM OR ANY REQUEST FOR INSPEC77ON
RAIN IS IMMINENT
RECEI WNG WA TER CON IRA C TOR SHALL POST A SIGN DESIGNA 77NG THE W4 SHOU T L OCA 77ON TO THE PUBLIC.
0MR/paw 98 *nc icr nournir wG- 012ONO 12CL 01ANC-0
C. HA VE ANY SPECIAL CONDITION IDEN 77FIED BY THE Cl T Y ENGINEER THA T
CONSMUMV STE ACCM 2 THE SOILS REPORT TI 7LED 'REPORT OF PRELIMINARY SOIL IN VES 77GA 77ON AND GEOLOGIC J DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED W7HOUT THE APPROVAL OF WA RRA N TS IUMED/A 7E 7REA TMEN T AT*. ffffi" ReB&VS 260(v l?,Ae>E0 OELIMNCO
RECONNAISSANCE LEUCADIA HILLS SIX LOT SUBDIVISION SOUTHEAST CORNER OF PIRAEUS STREET THE ENGINEERING INSPECTOR E-5CONW1120, CA 0102r7
p e. RA*
AND PL A TO PLACE ENCINI TA S, CA L IFORNIA, ' PREPA RED 8 Y GEO TECHNICA L EXPL ORA 770N, INC, B. HYDROSEEDED AREAS SHALL BE IRRIGA TED IN ACCORDANCE NTH 7HE FOLLOWNG uwlvil. A f%A An (7(PO) -7,9(o -46(p6
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND nkL-, I'll 1.9033
DATED MAY 12, 1999, AND AN UPDA 7E LETTER PREPARED BY ALPINE ENGINEERING, DA TED
M
on ncnc
MATERIAL SUCH As
INGRESS TO PREVENT TRACKING DIRT OFF 97E THIS SHALL INCLUDE USING AT 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO CRITERIA. 7ERIA:
SEP7EMBER 20, 2003 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING THE SA 77SFAC77ON OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
GRAVEL AND /OR CORRUGATED STEEL PA NEL SIPL A 7ES.
SHALL BE DONE IN ACCORDANCE W7H 7HE RECOMMENDA 77ONS AND SPECIFICA 71ONS CONTAINED 1 A LL SLOPES THA T ARE GRADED 6.1 OR STEEPER AND THA T ARE.
IN SAID REPORT AND UPDATE LETTER. 5. THE CONTRACTOR C TOR SHA L L INSTALL L L A DDI TIONA L EROSION CONTROL MEASURES A S MA Y BE
THREE TO EIGHT FEET IN HEIGHT SHALL L BE IRRIGA TED B Y HAND WA 7ERING C ONS TRW WN K NICt ES
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA 77ON OR UNFORESEEN LEGAL DESM710N.- A POR77ON OF NW 114, NE 114, SEC 4,
FROM QUICK COUPLERS1
J. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCA77ON AND TYPE CIRCUMSTANCES NCES WHICH MAY ARISE tOSE BIBS OR A CONVEN77ONAL SYSTEM OF LOW
A SPECIFIC AREA A WA Y FROM GUTTERS AND S TORUDRAIN SHALL BE DESIGNATED FOR PRECIPITA77ON SPRINKLER HEADS PROVIDING 1007, COVERAGE TlJS, R4W SBU, AND A PORTION OF
OF DRAINAGE GE FA CIL I RES, NOR OF IMPRO VEUEN IS WITHIN S TREE T RIGHT -OF -WAY
OF- WA YS. SEPARATE 7E b. LOTS J2, JJ AND J5 OF CREST ACRES,
CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROU77NE EQUIPMENT MAIN7ENANCE i GREA TER THAN N 8 FEE T IN HEIGHT T SHALL L L BE WA 7ERED B Y A CON VEN 77ONA L
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNC77ON NTH IMPROVEMENT 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
ALL MAJOR REPAIRS SHALL BE MADE OFF SITE PLANS. PREVENT PUBLIC 7RESPASS ONTO AREAS WHEN SYSTEM OF LOW PRECIPI TA TION SPRINKLER HEADS PRO WDINc 100y, MAP NO. 2019.
IMPOUNDED WA 7ERS CREA 7E A HAZARDOUS COVERAGE. GE.
CONDITION.
&WON CWTRa
ASSESM PARCEL t0j". 254-144-02 & 254-163 -30
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING.
2. AREAS SL OPED L ESS THAN 6.1 SHALL BE IRRIGA TED AS A PPRO VED BY THE
7 ALL EROSION CONTROL MEASURES PROVIDED PER
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES W THE APPROVED GRADING PLAN SHALL BE CITY ENGINEER, PRIOR TO HYDROSEEDING THE DEVELOPER SHALL SUBMIT A
5 CON7RACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT INCORPORA TED HEREON
ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT
PROPOSED IRRIGA TION SCHEME TO PROVIDE IRRIGA 77ON TO THE CITY ENGINEER
PROPER 77ES DURING GRA DING OPERA TIONS ANYTHING YTHING DA MA GED OR DES TRO YED SHALL L L BE
SURFACES SUCH AS EROSION CONTROL MATS, ADEQUA7E GROUND COVER VEGET4770N, AND REPLACED OR REPAIRED TO COND17ION EXISTING PRIOR To GRADING THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND
BONDED FIBER MATRIX. 8 GRADED AREAS S A ROUND THE PROJECT PERIMETER MUST DRAIN AWAY Y FROM THE FACE OF COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM.
SLOPE AT THE CONCLUSION OF EACH WORK DA y
6. THE DEVELOPER SHALL BE RESPONSIBLE THA T ANY MONUMENT OR BENCH MARK WHICH IS
NO EXCA VA 77ON AND GRADING A C 77 V1 TIES ARE ALLOWED DURING WET WEA THER. i IRRIGA TION SHALL MA IN TA IN THE MOISTURE LEVEL VEL OF THE SOIL A T THE
DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL 9. ALL REMO VA BL E PRO 7EC TI VE DEVICES SHOWN SHALL L BE IN PLACE CE A T THE END OF EACH
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION ENGINEER OR A LICENSED LAND SURVEYOR. WORKING DAY WHEN THE F/ VE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT
ENWRONMENTAL DATA
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWNG.
SITE CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND (407o).,SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL
TEMPORARY EROSION CONTROL MEASURES 7 THE CON7RACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES,
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND 10 SHOULD GERYINA77ON OF HYDROSEEDED SLOPES FAIL To PROVIDE EFFEC77vE CovERAGE 1. SEED MIX SHALL CONSIST OF NO LESS THAN- 1. STEEPEST EXIS TING NATURAL L SL OPE = 2. 1.
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULA TONS.
REMOVE EXIS 77NG VEGE TA TION ONLY WHEN A BSOL U TEL Y NECESSA R Y LARGE PROJEC IS SHALL BE 20 lbs. PER ACRE OF ROSE CLOVER
OF GRADED SLOPES (9076 COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO STABILIZED NTH PUNCHED STRAW INSTALLED IN ACCORDANCE TH SECTION J5.02i OF E b. 20 lbs. PER ACRE OF ZORRO FESCUE
NOT REMOVE TREES OR SHRUBS UNNECESSARIL Y- T MILE OF A STRUCTURE FOR TH c. J lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA 2. MA XIMUM VER TICA L DEP TH OF CU T 8'
THEY HELP DECREASE EROSION. 8 GRADING AND EQUIPMENT OPERATING WTHIN ONE -HALF EROSION AND SEDIMENT CON HANDBOOK OF THE STA 7E OF CALIFORNIA DEPAR7MENT OF
HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN
HOURS OF 5.JO P.M. AND 7.• 30 CONSER VA TION. d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
A.M. NOR ON SA TURDA YS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. J MAXIMUM VERTICAL DEPTH OF FILL 7'
TEMPORARY VEGE TA 77ON MUST BE PLA N TED ON SLOPES OR WHERE CONS TRUC 77ON IS NOT e. J lb s. PER ACRE OF AL YSSUM (CARPET OF SNOW )
IMUEDIA TEL Y PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED BY SO k S f NUNEE R "S CER I 7RCA TE f 112 lb. PER ACRE OF DIMORPHOLECA
9 NO GRADING OPERA 77ONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD
HIS SUBSECTION MA Y BE OYI TIED ON
PLANTING FAST-GROWNG ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. ONSITE NTH THE FOLLOWING PEOPLE PRESENT- CITY INSPECTOR, CIVIL ENGINEER, SOILS 9- 17EMS cde, AND f OF T EARTHOWK 011AN7777ES:
LOCH TIONS WHERE THE AREA BEING H YDROSEEDED IS NO T VISIBLE E
HE PREGRADE MEETING SHALL BE
ENGINEER, GRADING CONTRACTOR AND PERMIT7EE T I, WALLACE M. BERON, A REGIS7ERED CIWL ENGINEER IN THE STATE OF PLANT PERMANENT VELETA 77ON AS SOON AS POSSIBLE, ONCE EXCA VA 77ON AND GRADING ROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCR)RES, CU T. 22JO C. Y
PRINCIPALL Y DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY A T FILL: 11 JO C. Y
ACTIVITIES ARE COMPLETE SCHEDULED NTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 6JJ-2770. CALIFORNIA, � 77 THA I 7EM a OF THIS SUBSECTION MUST BE INOCUL A TED W TH A N1 7ROGEN
A SAMPLING AND STUDY OF THE SOILS COND177ONS PREVALENT WTHIN THIS SITE WAS MADE BY h.
EXPORT: 1100 C. Y
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED 10 PRIOR TO HAULING DIRT OR CONSTRUC77ON MATERIALS TO ANY PROPOSED CONSTRUCTION GEO 7ECHNICA L EXPL ORA TONS, INC ON THE DA TE OF MARCH 2J, 1999 ONE COP Y OF THE SOIL S BROADCASTING BEFORE HYDROSEEDING, REMEDIAL: 2000 C. Y
REPORT COMPILED FROM THIS S 7UD Y W TH A N UPDATE 7E L E TIER PREPARED RED B Y A L PINE
SITE WTHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM
i ALL SEED MATERIALS SHALL BE 7RANSPOR TED TO THE JOBSI TE IN
ENGINEERING DA TED SEPTEMBER TEYBER 20, 200J, HAS S BEEN SUBMIT TIED TO THE OFFICE OF E C1 TY
ON-STE (.INSTRUCTION MATEMAL SWRAGE THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMP NTH ALL ENGINE TH f
0 1;, UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD NOTE' QUANTITIES DO NOT INCLUDE SOIL BULKING OR SHRINKAGE
CONDI TONS AND REQUIREMEN IS THE C1 TY ENGINEER MA Y IMPOSE W TH REGARDS To THE ENGINEER FURTHERMORE, I HAVE REWEWED THESE GRADING PLANS AND CERTIFY THE ES
AND AGRICULTURE CER77FICATION TAG ATTACHED TO, OR PRINTED ON
HAULING OPERA TION. RECOMMENDA TIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HA VE BEEN
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND
SAID CON TA )NERS,
INCORPORATED IN I) DING PLANS AND SPECIFICATIONS.
HE GRADING
SPILLAGE CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WALL STAY DRY OUT OF NON-PHYT0- TOXIC WETTING AGENTS MAYBE ADDED TO THE
11. UPON FINAL COMPLETION OF 7HE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL
SIGNED.
H YDROSEED SL URR Y A T THE DISCRETION 77ON
THE RAIN CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED OF THE CONTRACTOR.
ON-SITE GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS-GRADED CERTIFICATION
N0.27697
SHALL BE PROVIDED STATING• "THE GRADING UNDER PERMIT NO. 7893 -GR HAS BEEN
TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE.
RICE NO.:
EXP 3/31/W
ELIMINATE OR REDUCE POLLUTION OF STORYWA 7ER FROM STOCKPILES KEPT ON-97E PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN TYPE 6 MULCH (S IRA W MAY Y BE SUBS TI 7U 7ED, ALL L OR PA R I, FOR
i DE VEL OPMEN T OF THIS PROJECT T SHA L L COMPLY W TV ALL REQUIREMEN IS OF S TA TE WATER
STOCKPILES MA Y INCLUDE SOIL, PARING MA 7ERIALS, ASPHAL T CONCRETE, AGGREGA 7E BASE, ETC. ON THE ATTACHED AS-GRADED PLAN" THIS STA 7EMENT SHALL BE FOLLOWED BY THE DATE EXP. DAIE-____,31-jZ H YDRA Ut ICA L L Y A PPL ED FIBER MA TERIA L. WHEN S IRA W IS USED I T MUST T BE
A NO SIGNA TURE OF THE Cl WL EN�INEER WHO CER 77FIEs SUCH GRA DING OPERA TION /el A NCHORED TO THE St OPE B Y MECHA NICA L L Y PUNCHING NO L ESS THA N 50Y, WM
S TOCKPIL ES SHA L L BE L OCA TED A WA Y FROM CONCEN IRA TED S TORM WA 7ER FL 0 WS A NO - ------------ RESOURCES CON BOARD (S �B) ORDER NO 99-08 DWG (N.P.D.ES. GENERAL PERMIT NO.
STORYDRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED NTH SOIL STABILIZA770N V CAS000002� 'EQUIREMENTS FOR 21-SC
AASZE LIS—CH—ARGE A
STATEMENT OF ENGINEER OF *VRK OF THE S IRA W INTO THE SOIL. _HA DISCHARGES OF STORM LATER RUNOFF
_Y lKM11, A SFORM WATER
MEASURES AND PROVIDED NTH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIM17ER A T a N07M TONS ASSOCIA7E Hq1H CONSIMUCHON AC17KI . IN ACCURDANCL W11H SAIV
ALL 77MES.
POLLUTION PREVENTION PLAN (�wppp AND A MONITORING PROGRAM PLAN SHALL BE
J FERTILIZER CONSIS71NG OF AMMONIUM PHOSPHA 7E SULFATE, 16-20-0, WIN
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL DEVELOPED AND IMPLEMENTED
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN 157o SULPHUR APPLIED AT THE RA IF OF 500 lbs. PER ACRE CONCURRENT T W TH THE COYMENCEMEN T OF GRADING A C 77 0 77ES,
ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO 7HE BEST OF COYPL Y WITH 7HE GENERA L L Y ACCEPTED TED S TA NDA RDS A NO PRA C TICES OF THE ENGINEER'S IRA DE A ND A COMPL E 7E A NO A CCURA IF NO 77CE- OF- IN 7EN T �NOI SHALL L BE FILED WITH
THE S WRCB. A
Es OR PROFESSION THE ENGINEER FURTHER AGREES THA T THE WORK PERFORMED HEREIN SHA L L COPY OF THIS PROJECT SHALL BE FILED NTH THE Clj 01� ENCINITAS WHEN RECEI D,
,&c5SUMFTl0W Of RE5PON515Le CRARGE # OUR KNOWLEDGE THERE ARE NO EXIS77NG U77LI77ES EXCEPT AS SHOWN ON THESE PLANS, BE IN ACCORDANCE NTH THE RULES AND REGULA TONS REQUIRED BY THE CITY OF ENCINITAS, D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY- FUR7HER, A COPY OF THE COMPLETED NOI FROM VE
A THE SN?CB SHOWING THE PERMIT NUMBER
A4f HOWEVER- THE CON7RACTOR IS REQUIRED TO TAKE DUE PRECAU77ONARY MEASURES TO -pp)p"p) p Y Tur rl -ry nr 1. ROUGHENING THE SURFA CE TO BE PLAN TED B Y AN Y OR A COMBINA TION OF-
frs 1: 1 11PA Trn A FOR T141,q PROXff ql4AII AP rllr-f) u#mTl-lt - PITV tIC- C11PIA11TAC fAlugAi
AS OF -1/1-7/lAtA I UF12rAs/Acr, MF= 7HE ENGINEER AGREES THAT ANY PLANr14Frff
P nTFrT MY f-YlqTlAlr- "771IT/rC no Q7PllrT71DCC ()p j?FL4rw Pf
0 ii I IFIL VVU/'VA )Ilr-. 11 13 /fit 0. IKAGA WALKIN& SLOPE TEEPER THAN 6:1 rvr_ur_ivr-u.
lge2FONSlftE, C41AIZOE FOP, PerpIGN CO Q: 8, i CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER b. HA RRO WNG AREAS 6. 1 OR FL A T TER THAT ARE SUFFICIEN 7L Y FRIABLE.
0 609 IS NO T A DE TERYINA 77ON B Y THE Cl TY OF ENCINI TA S OF THE TECHNICAL SUFFICIENCY Y OR c. RIPPING AREAS THAT NtL NOT BREAK UP USING ITEMS a OR b IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OANER(�) OF ANY POR77ON OF THE
flglSp t7gAWING ui STRUCTURES PRIOR TO ANY EXCA VA TION, VERIFICA TION AND LOCA TION OF U77LITIES AND
w I ADEQUACY OF THE PLANS OR THE DESIGN OF IMPROVEMENTS BASED T PROPERTY COVERED BY 7HIS GRADING PERMIT NO. 789J-G AND BY THE SWRCB ORDER NO.
NOTIFICATION OF OF WORK. HEREON THE ENGINEER ABOVE.
/ *
AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF E 99-08 DWG AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH SPECIAL
LEUCADIA WASTEW4 TER DISTRICT 1-760-753 -0155 NCINITAS AND ITS OFFICERS, AGENTS 2 COlVD1 770NING THE SOIL S SO THA T I T IS SUI TA BLE FOR PLA N 7ING B Y-
61 c I w -800-422-41JJ AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE PROWSIONS AS SET FORTH IN SECTION C. 7 OF SN?CB ORDER NO. 99-08 DWG.
:111, SAN DIEGO GAS & ELEC7RIC 1 ADJUS77NG THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT
P.-T 121AMAP-0 lZCE8lW9 EV 3 111120
IS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS HER AGENTS OR
OF k, WATER SAN DIEGUITO WATER DISTRICT 1-760-75J-6466 NEGLIGENT AC NOT SA 7URA TED SEED BED
EMPL 0 YEES A ��l
PACIFIC BELL 1-800-422-4133 CTING WTHIN THE COURSE AND SCOPE OF SUCH ACEN Y AND EMPLOYMENT AND b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
CABLE TV (DIMENSION CABLE SERVICES) 1-800-422-4133 ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR OWN OF LAND
B GROWTH.
___lw� A - A �_ a AL
2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING VINCENT L. SAMPO 44173 E HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS
ANY WORK ON THIS PROJECT PHONE •(760) 633 -2770 OF LAND OWNER. CORP OFFICER,
PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HTROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE GENERAL PAR7NER, OR PROPRIETOR
DATE /0- 07 r-
PROJECT IS COMPLETED AND ALL BONDS,
-Vol J THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE-(760)
IZCf- 61499 F.)(T. __7 7 Cl r? I �)ek c
A If C
VICINITY MAP
NIS
t .
N
REVISIONS APPROVED DATE
AZS MfTlObt OF
CWAP*E 01-11-2DI&
er) CHANGE OWNES..
14\�C2_ Ou I LT s Ro 07
DATE
2 'y
110 ALL vrufTt\ rr-lTj-ulTmt-u W1111UU1 tfLNttll OF IMPLGHUN WILL BE SUBJECT TO 3AMPU ENGINEERING, INC.
REJECTION AND REMOVAL. 682 SECOND ST, SUITE B PRINTED NAME OF ABOVE PERSON
L
ENCINITAS, CA 92024 JN. • 03 -109.
yi TITLE
ENCINITAS FIRE DEPARTMENT LEUCADIA WASTEWATER DISTRICT SAN DIEGUITO WATER DISTRICT
fl.ann iri,5 A EV13incenn m rVeyl n
No, 44173 1 ni
A m
DATE f
Exp: 6-30-01;
too E-woem6in5fon Ave Su 1'G200__
Escondido CA1311025
0 1(*OIA 1.3570
op
M A 3 S 0 N c I
Akim IS -,z "V
F 140,141. 116(p
OF c; m-N
4 ASSOCIA,-TES INC. SIGNA I/ _com ';� GNA DA
IE
Sf 7URE DA TE
*9G)VA IURE EXPIRES 2 YEARS fROM DATE 9G)VED SIGIVA TURE EXPIRES 2 YEARS FROM DATE SIGNED
OENCH MARK SCALE PLANNING & BUILDING DESIGN BY- W-S DRAW BY- WRM CHECK BY. W_ S APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO
PLANS PREPARED UNDER WSION 6F
R1796 26-52 BC, A
COUNTY OF SAN DIEGO CON TROL MONUMENT SUPER RECOMMENDED APPROVED -GRADING & EROSION CONTROL PLAN FOR
STANDARD SAN DIEGO 00UN TY CENTERLINE MONUMENT L OCA TED
ON a LA COSTA A VENUE AT STA. 26+52. 10. DA 7E 10- 13 - 0-T
LEUCADIA H1L�S (TM/CDP/EIA 99-150)
EL. 72.451' MS P�eC R.C.E. NO. : 0173 789J
—G
DA 7UM. L _ _j� / .
BY A POR77ON OF NW 114, NE 114, SEC 4, MS.. RM, SBA AND POR77ON OF
VINCENT L. SAMPO BY SIGNA ME DATE EXP. 00- 10-5 -
ENC4NEER OF WORK DA TE It 21 1 jl& DATE : L 0 TS 32, JJ AND A MAP NO. 2019
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5 WDE TYPE A URBAN TRAIL PER \ � \, o°� � � � � � .:.- : '.. '.. - " . � LWD /1103 E
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SA TfSFACT/0/V OF _„ } - - F!
ELEV. PER PLAN . - I =1 � I = i I- � � / , AN
THE CITY OF " _ -I I - -I I -� N `
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FLOWLINE FL ELEVATION , .. ' - ..
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TYPE B BROW DITCH 1 I �► En ,nec ®Su �e, ih
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/ ,t` I
6 MIN. . \ N ; � q
PER 75 .. � � � � � � � } � �.; :r f ,, }�
FOR TRAIL CROSSING PURPOSES A r . 109.82 l 5 PV/ 60 } , , I s
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if ; ;' � _ ; till ; ; ; oo . waSr►� ve Su i +e 200
HEA VY ROOM FINISH -t:04 { ;. } : Z n A_
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PERPENDICULAR TO ),HE D/REC110N __ END LL �. �` �'" 1 _ } 3 g
' PRIVA. RC 0
OF TRAVEL IS RE UiRED ALONG TW G 1 t
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STORM BRA!' 2 } , } } , , ,
}d f ' s A J5 W 740.141.
0 fib_
THE ENURE LENG AND WIDTH - _ TT pp fxtS �f5 /VATE R 1 1
1 +00 CL CHRISTINE PLACE LINE A �E�R MA/ ... � .
RETAINING WALL CROSS SECTION OF THE CONCREIF oss GUTTER 1+ � .. s M CAI "
`' 6 PRA PAC ST M RAINS > '
TO THE SA 11SFA 7101V OF THE (FS 110.65) / I r
NTT \ / f I
CONNECT TO T �. }
lTY ENGINEER. 1E 1U 1072, ONO EA AL
WATER MA .. f
/ � a .,. ER�'SD SD'D 30,
CAUTION!! o �
CONIRACTOR TO POTHOLE AND TC
VERIFY THE LOCH 170N AND FL 110.57 5 MIN
ELEVA i101V OF ALL RIP -RAP ENERGY DISSIPA TOR PER D- PROTECT EX NG _ - too '
UNDERGROUND U11LI77ES PRIOR " \\°�
TYPE 2. USE No. 2 BACKING, 12 THICK
CLS�A \, \ fP"? T S CC, ,BRDW ,
TO BEGINNING WORK. " \ l P.EAC 1
OVER 12 DG RL TER BLANKET. EXTEND PLAC = �`� x 3 \ / ,
RIP -RAP TO PROPERTY LINE. \, E IST 0 1 . H A AAA f
REIASIONS
QA55UM?I10N O F
RESPONSISLE C14ARGE
0"1-1`7 - 2018 1,12
A45. V5u 1 LT
LINE TABLE
LINE
BEARING
LENGTH
L 1
N61 '74'20 "E
30.00'
L2
N28'35'40 "W
11.13'
L3
N74°4648 "E
30.96'
L4
N28'35'40"W
54.80'
CURVE TABLE
CURVE
RADIUS
DEL TA
LENGTH
C1
150.00'
28'35'31 "
74.85'
C2
1 150.00'1
74'4658"
1 195.78'
NOTES:
L SEE IMPROVEMENT PLAN 7893 -1 FOR PRI VA TE ROAD, STORM DRAIN, AND
U77LI TY IMPROVEMENTS
2 'FMZ' INDICATES FUEL MODIFICATION ZONE.
' (4) STORM WATER INFILTRATION
CCHAMBERS PER 7893 -1
2 12 "X12" 'BROOKS' CONCRETE
CATCH BASIN W1 STEEL GRA TE
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CM& Tu15171?AWING 81699
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VEDA DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT � \, \ \`�� �;� _1 �""`'� � p��K B�'•" "Z' "'- """� APPROVALS I CITY OF EN CI N I TAS ENGINEERING
M ► �'.
t PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROWD GRADING PLAN FOR
COUNTY OF SAN DIEGO C IROL MONUMENT "R1796 26 -52 BC, " A
STANDARD SAN DIEGO C TY CENIERLINE MONUMENT LOCATED „_ DATE: /0'l3-01 LfUCADIA HILLS (TM/CDP/EIA 99 -150) 789J—G
ON CL LA COSTA A VENUE T STA. 26 +5210. 1 30'
R.C.E. NO.: 44173 PORTION OF NW 114, NE 114, SEC 4, T13S, R4W, SBI, AND PORTfC1N OF
Z r EL. = 72.451 DATUM: MSL VINCENT L. SAMPO 6 30 O5 BY : BY: LOTS 32, 33 AND 35, MAP NO. 209
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PLANS PREPARED UNDER SUPERVISION OF
DATE: /0-/3- O3
R C.E. N0 44173
VINCENT L SAMPO EXP. §ZN105
ENGINEER OF WORK
ADDITIONAL INFORMATION
EROSION CONTROL PLAN FOR
LfUCADIA HILLS (TM/CDP/EIA 99-150)
PORTION OF NW 114, NE 114, SEC 4, T13S, R4W, SBM, AND PORTION OF
LOTS 32, 33 AND 35, MAP NO. 2019
789J—G
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REFERENCES
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COMMUNITY DEVELOPMENT
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STANDARD SAN DIEGO COUNTY CENTERLINE MONUMENT LOCA TED
ON CL LA COSTA A UE A T STA. 26 +52.1 D.
i
EL. = 72.451' hATUM• MSL
: -
1 = 30
z4
PLANS PREPARED UNDER SUPERVISION OF
DATE: /0-/3- O3
R C.E. N0 44173
VINCENT L SAMPO EXP. §ZN105
ENGINEER OF WORK
RECOMMENDED APPROVED
BY: BY: •
DATE : DATE :
EROSION CONTROL PLAN FOR
LfUCADIA HILLS (TM/CDP/EIA 99-150)
PORTION OF NW 114, NE 114, SEC 4, T13S, R4W, SBM, AND PORTION OF
LOTS 32, 33 AND 35, MAP NO. 2019
789J—G
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