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1997-5315 G (Plans) 4 WORK TO BE DONE o A. GENERAL ENVIRONMENTAL DATA FOR PARCEL 3 1� 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 8. GRADED AREA AROUND THE PROJECT PERIMETER MUST DRAIN AWAY 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = f9 PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS FROM THE FACE OF SLOPE AS THE CONCLUSION OF EACH WORK WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION PROJECT. PHONE: (760) 633 -2770. DAY. STANDARDS OF THE CITY OF ENCINITAS AND THE SAN 2 ) MAXIMUM VERTICAL DEPTH OF CUT = DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE 3) MAXIMUM VERTICAL DEPTH OF FILL = 8 CHANGES OR REVISIONS THERE FROM SHALL BE APPROVED FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE RAIN PROBABILITY FORECAST EXCEED FORTY PERCENT (40 %). 980 C.Y. X 27 INSPECTION. SUBJECT TO REJECTION AND REMOVAL. SILT AND OTHER DEBRIS SHALL REMOVED AFTER EACH RAINFALL. 4) AVERAGE DEPTH OF CUT = - 3.0' 2. THE SOILS TITLED PRELIMINARY SOILS REPORT PREPARED BY C. GRADING 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE HL ENGINEERING AND SURVEYING DATED /D 20 -91 SHALL BE 8760 S.F. CONSIDERED AS A PART OF THIS GRADING PLAN. ALL EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH II lo C.Y. X 27 GRADING SHALL BE DONE IN ACCORDANCE WITH THE QUALIFIED SOILS ENGINEER OR UNDER HIS/HER PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 5 ) AVERAGE DEPTH OF FILL N. HE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN DIRECTION. SHE SHALL OBSERVE AND TEST THE 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF SAID REPORT. / EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. 10, Cn80 S.F. 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL BACKFILLS AND COMPACTION OF TRENCHES. HE /SHE OF SIZES, LOCATION AND TYPE OF DRAINAGE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL E. HYDROSEED FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. ENVIRONMENTAL DATA FOR PARCEL 4 RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR UPON COMPLETION OF GRADING OPERATIONS HE /SHE SHALL 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE THESE SHALL BE REQUIRED IN CONJUNCTION WITH STATE THAT OBSERVATIONS AND TESTS WERE MADE BY GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY 1 = IMPROVEMENT PLANS. HIM /HER OR UNDER HIS /HER SUPERVISION AND THAT IN ) STEEPEST EXISTING NATURAL SLOPE ON -SITE 50 % HIS /HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE: 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. 2) MAXIMUM VERTICAL DEPTH OF CUT = 4' OFF -SITE GRADING. GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS 3) MAXIMUM VERTICAL DEPTH OF FILL = 9' 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE 250 C.Y. X 27 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED EROSION RESISTANT CHARACTER OF THE MATERIAL AS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT APPROVED BY THE CITY ENGINEER. GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE 4) AVERAGE DEPTH OF CUT = = 1.9' SHALL BE REPLACED REPAIRED TO CONDITION WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL 3(000 S.F. EXISTING PRIOR TO GRADING. TO FINISHED WORK ON THE SITE AND SHALL TAKE AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED 140 C.Y. X 27 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GROWTH. GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE 5) AVERAGE DEPTH OF FILL = = 3.8 DESTROYED SHALL BE RE-ESTABLISHED D AND REPLACED BY MONUMENT OR BENCH MARK WHICH I DISTURBED AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: IQ 480 S.F. A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE A. SEED MIX SHALL CONSIST OF NO LESS THAN: SURVEYOR. FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND 1. 20 LBS. PER ACRE OF ROSE CLOVER EARTHWORK: OBJECTIONABLE MATERIALS SHALL BE REMOVED BY THE 2. 20 LBS. PER ACRE OF ZORRO FESCUE MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS 3. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA CUT = 1230 C.Y. AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL 4. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA LOCAL, STATE AND FEDERAL SAFETY AND HEALTH BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE 5. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) FILL = 2570 C.Y. STANDARDS, LAWS AND REGULATIONS. EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" 6. 1/2 LB. PER ACRE OF DIMORPHOLECA AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT 7. ITEMS C,D,E, AND F OF THIS SUBSECTION MAY BE IMPORT = 1340 C.Y. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, OMITTED ON LOCATIONS WHERE THE AREA BEING SHALL MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SPREAD, WATER AND COMPACT THE FILL IN STRICT HYDROSEEDED IN NOT VISABLE FROM EITHER A PUBLIC SL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 ACCORDANCE WITH SPECIFICATIONS. STREET OR RESIDENTIAL STRUCTURES. P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND 8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED OWNER'S CERTIFICATE CITY RECOGNIZED HOLIDAYS. WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO EITHER BY DRILLING OR BROADCASTING BEFORE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR PRE - GRADING MEETING HAS BEEN HELD ONSITE WITH THE FINISH GRADE TO PRODUCE SMOOTH SURFACES AND HYDROSEEDING. GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND JOB SITE IN UNOPENED CONTAINERS WITH THE THE SITE. ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE p� PERMITTED. THE TH EGRADE MEETING SHALL LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, CERTIFICATION TAG ATTACHED TO, OR PRINTED ON to - 3�- SCHEDULED WITH TH / E CITY AT LEAST HOURS IN ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION SAID CONTAINERS. RA YMOND CHAVE DATE ADVANCE BY CALLING ('rC 633 -2770. . OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO 19367 CAMINO DE AGUILA i 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE THE HYDROSEED SLURRY AT THE DISCRETION OF THE ESCONDIDO, CA 92027 ANY PROPOSED CONSTRUCTION SITE WITHIN THIS TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN CONTRACTOR. (760) 746 -4127 PROJECT. THE DEVELOPER SHALL SUBMIT TO AND ACCORDANCE WITH THE GRADING ORDINANCE. RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAT 2,000 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE LBS. PER ACRE. TYPE 6 MULCH STRAW MAY BE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED DE CLARATION OF RESPONSIBLE CHARGE WITH ALL CONDITIONS AND REQUIREMENTS THE CITY DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% 1 HEREBY DECLARE THAT AM THE ENGINEER OF WORK FOR THIS OPERATION. NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY OF THE STRAW INTO THE SOIL. PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE 11. UPON FINAL COMPLETION OF THE WORK UNDER THE DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL BE SECURED FROM THE SOILS ENGINEER AND CITY C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, AND PROCESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH 16 -20 -0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 CURRENT STANDARDS. CERTIFICATION SHALL BE PROVIDED STATING: "THE MATERIAL. LBS. PER ACRE. GRADING UNDER PERMIT NO. 5315 -G HAS BEEN I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND L - PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE D. EROSION CONTROL SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW APPROVED GRADING PLAN OR AS SHOWN ON 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OR WORK, OF MY AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED THE ATTACHED 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RAYMOND HYDROSEEDING BY: RESPONSIBILITY FOR PROJECT DESIGN. BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER CHAVEZ AT (740) 74G -4127 WHO CERTIFIES SUCH GRADING OPERATION. A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A �FESS /� HL ENGINEE G ND SURVEY G 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE COMBINATION OF: MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. 1. TRACK WALKING SLOPES STEEPER THAN 6:1. / ����P� p i9 vr ��e BY: DATE: B. NOTIFICATIONS ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT r � Z l =' HE ALD R. LANT C 33220 CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF 2. RIPPING AREAS THAT WILL NOT BREAK UP USING s NQ. 33220 I EXPIRES 6-30-98 Il EXP. 6-30-98 ° A ABOVE. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND TEMPORARY DEVICES WHEN RAIN IS IMMINENT. ITEM �f m UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS s CIV11. In WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR 13GRUr O TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. PLANTING BY: w�,e.: SOILS ENGINEERS CERTIFICATE UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE I, HERALD R. LANTIS A REGISTERED CIVIL ENGINEER IN THE STATE OF TO WORKING ORDER TO THE SATISFACTION OF THE CITY A DAMP BUT NOT SATURATED SEED BED. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES 2. THE ADDITION OF SOIL AMENDMENTS, PH CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BE ME OR UNDER MY LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL ADJUSTMENT LEACHING OR COVERING SALINE SOILS DIRECTION IN OCTOBER 1997. ONE COMPLETE COPY OF THE SOILS REPORT O RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO PROVIDE VIABLE CONDITIONS FOR GROWTH. COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN Z UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR TO AN INCOMPLETE GRADING OPERATION OR UNFORSEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE Ill VERIFICATION AND LOCATION OF UTILITIES AND LOCATION OF CIRCUMSTANCES WHICH MAY ARISE. 5. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS 2 UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK; GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL IN THE GRADING PLANS AND SPECIFICATIONS. A. SEWERS - CARDIFF SANITATION 1- 800 -422 -4133 NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO THE PROJECT IS COMPETED AND ALL SECURITY RELEASED. B. GAS & ELECTRIC - S.D.G.& E. AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS D ��FESS /py HL ENGINEER G SURVEYIN Zv C. WATER - O.M.W.D. CONDITION. pQ 4e wQ� F� Cq � �, BY: DATE: } O D. TELEPHONE - PAC BELL 4 W E. CABLE TV - n 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED z` M HERALD R. LANTIS, E 33220 GRADING PLAN SHALL BE INCORPORATED HEREON. Q NO. 33220 EXPIRES 6 -30 -98 K>7 * EXP. 8 -30 -98 1 QQZ s N 5 CIV1's OF ok fu LQ 4Y W60 h � Q Fp O R Lq lqz���> ENCINITAS FIRE PROTECTION DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT y w N = BY: ENGINEERING w a REVIEWED REVIE D z N0. 33220 D; I t * EXP. 6-30-98 j �t _ L� J c / iy D & SURVEYING BY: �C �Fag� DATE: 11 1 2 - q DATE: /1- 14 -97 1525 S. ESCONDIDO BLVD., STE A =W ESCONDIDO, CA. 92025 u1 VALID FOR 2 YEARS AFTER SIGNATURE PHONE (760) 741 -0533 Q!n REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT Y N " APPROVALS CITY OF ENCINITAS ENSINEERIMC-x DEPARTMENT DRAWING NO. ZN Lo / / 771 L DESCRIPTION: S.D. CO. B.M. # O.C. - 0039 -1/7' PIN IN PLANS PR UNDER SUPERVISION OF RECOMMENDED APPROVED CONC. ON TOP DECK 4'X6' BOX CULVERT 1' W/O E. HDWL GRADING AND EROSION CONTROL PLAN FOR: LOCATION. INT. RANCHO SANTA FE RD. & ENCINITAS BLVD. HORIZONTAL BY; DATE : mod/ BY: BY: 5315 - G W 2 & MANCHESTER AVE. ti � TWO RESIDENTIAL PARCELS _ RECORD FROM: S.D. CO. B.M. VERTICAL DATE: l'1!w'�T8 HER N IS R.C.E. NO.: 33220 DATE: 1 DATE: l `Z -fig A.P.N. 259 - 231 70 & 71 (PARCELS 3 & 4 OF PM 8911) -o ELEVATION: 77.69 DATUM: U.S.C. & G.S. ENGINEER OF WORK EXP. 6 -30 -98 R.G.E E� WORK PROJECT NO. SHEET f OF 2 Q lUIQ 97 -147 4337 EXIS�I�1 MH. µp. (o CIO = t31• I¢0� ` � ._.._____ PRoPaS�p GiZAI�1= rnr�s� - .,�v,>t✓t�MAlrl _— ._ _ _ �-_ __. 140 . (7120UNP ov�R I30 —_ Ito �ZO te -sewe LEGEND r f =;vA� r;:�till 110 110 2:1 CUT SLOPE -. 2:1 FILL SLOPE fi � 100 ►00 LX /S7 /!JG f'E /Ufi /RTE/'E /* ✓F SE�'1lr(/T --- `6e pGt^ A/G 9G Z672C SEE? 4 /7 9Q I BROW DITCH (D -75) ---S 7z ° z7' RIPRAP PER, -0 D 4 j I /57,0 l 139. -1 1 C EXISTING SEWER MAIN 4 a L'�VSXUCT S'TD \15KOW NTCt � 4 Ip6 o �� PEERR, D- 7S TYPE, 'A VY /TH / EXISTING SEWER MANHOLE l EXISTING TER METER __ W AND SERVICE � P-0 FXISTINC, 7 ZIIVr N ' 7 L � 7r F' C`epp/I ?' 1 /Alr j 4' MIN, _ �t �� t( ` �� ' 40 IV07E ; STS TAFTH L'fe -1 � TC 3C ! _ AT Mp DF ALL SILT FENCE CSEE DET40L f O ` FLLL SLOPES_ D I IQ? 9 j Di ,•• i - - SAN5/ &� Z � 91 F-1) r� 0 .- �, t ► 4 �y _ I pq 0q N ,EK15TJ,lp 6Uy _ -. 7�- l q �N, vp4Ad5- } 1r IY�A r I LL L ,.:x . 11 4 l SHEET fL0 �� I 1 I V 1 .�,. r l /VC7 TO r S. ^HL F i ) A A be ) - 1 vl I i ! EXIST /NG M,4 50AI 2 Y Nf1 L L - ✓ I % �I _ n� 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO I TRENCH UPS L OPE FROM AND THE POSTS. / U, ALONG THE LINE OF POSTS- Sll j EXl TIAIC /0' PUBLIC D9SEMENT �E21IOP. �0. Fe --53 C79' CEP, /o 2O s'? 1 / /� FX/STINC B" PVC SENF- J E - o h IN�1 o j f 1 __ I SG �• '., T ie rrn m No / �i ., �, � 1 <rfiati ,Li_n� 4 IN (10 CM) �0! UPS pG y• 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE b _ THE WIRE FENCE AND EXTEND IT G ' S �.. s _ M EXCAVATED SOIL Y t s S / �D INTO THE TRENCH. j I J� pR. A I _ ..-T -- i a �- J �c t X 40 « I I I I 3 � � FIL TER - III III- _ ,t \ 1 � ( rr(((( Ur II I I TER FABRIC -- J : -� rrPle I I FIL ,. � E T --,• Y ( P �, 3� _/ — I rs rggr � rrr rrr!!l! /r �_, -1 I III t III I! I I ! - I F `o E _� � i � I � --- # • f � I� %'- III � — IRE mat ry r a � - /! r n -i _- -11I 11i- 11I - =III -111= I S) s� �--- � / ' I [ t� ` � r� ' T I j T IN COAISTCUCr ,POI', F/P f III -I!, .C. — �; ti - 1IIJ!i �--- �>QX. ,x'� - . ENfl2G Y 1� /SStPr'iTEJK EX13TIAIC A PAULMIN fN S '77 IT 7' S/" E ' x Ili' x ?, 7' PLASTIC FIcT�e %4 7Z1.A1 TLC► Z 23 �. 7a I H SILT FENCE DETAIL c� 3 ° --Ex3T rev elsc- P ccviy i %_ DO(� C . I e {X/ST 8 "ALP W/�TEC �IiIAI /J6 -<- P6� 7/- Gr 77_ /F �✓ /f ? ?/9/, 1. POSTS CAN BE WOOD, OR METAL STAKES �'LST,f'UPT Ir' '' A - - d�7Lt fll L dJff1?7 � t j - XISTING 40',,KIVAY CCAD -eUTiUTY zAs z-NT SE E LE 0'T.e, OkWR 12" R&cON/p4CY'�C7 566I5,AD I EXI5TINC -' SD L=' d' L EASEMENT � Ple' LGC 4 9 A7 ,, 7F' - 2 7 AMY, 6 -/7 7,9 _ FIl l 5i 0t Try 4 aay AT LEAST 18" HIG1-I ABOVE GRADE. VICINITY MAP Kle, /D - Z3 - 79 silo, 79 -444 2� 0 DEPENDING ON SPACING OF POSTS. /UG7 TO S C'NL tr , xO S 2. WIRE FENCING IS OPTIONAL AS NEEDED, � L3Y' Gk'j�,G� P�,YMD "• LU CND yE Z pg7�s /- 8' �� - C1 C, - I � Q - - A CCES, Q- ri EASEtAEA1: To !I 54N /7 4 I r " y� _ � �c. � ` . � �E,rc' ,DOG r! ✓D, j � i EX /ST PCIfL1C IVfITI R T�','MfN/TS r- ,eAN7CD 7D CYIWAIJ- 11-1 rY1U/Y/r ! WATEk LDISTEIOT, vR ssl ENGINEERING �ti0 p R. & SURVEYING Ex . ¢ *h * OWL * 1525 SOUTH ESCONDIDO BLVD., SUITE A CtYlt -" - ESCONDIDO, CALIFORNIA 42025 _r TrLEPNONE (760) 741 -0533 ! REVISIONS -T APPROVED CATE RE ERENCES _T DATE BI =NCi-f MARK SCALD � T — F � _ nc , _ __ I��' — s �� ` A ExIST PPR ©VACS CITY OF 1= NCINITAS ENGiNE�RING DEPARTMENT] DRAWING ^v C+ - -_ -_ I ID LANS T- , RECOMMENDED A6R P PAR �� ER SUPERVISION OF RECO D � BY CTi1/T X7( PL ant i HORIZONTAL 2 CaL— P� � � ��VE.! t� �= -L DATE /0-z�- BY: - -- — -- -- I VERTICAL ' / 20' R.C.E. r o.:? fAllt'l 5 3 /1A,'I 4 <F PN! FaR 11 DATE• DATE: I _ Fxp. 6 - 30-98 L�g _ WORK PROJECT NO. rsHI EET z OF AV 1