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1998-5461 G (Plans) / a�� �..— ..�. -�..� -. ... - a,.,,,.� „.,..._...., -. ..:•. -,.� .gam .� �- GRAMM P , A. THE SOUTHERLY 61G FEET OF THE EASTERLY 360 INSTALL CABLE RQlLIN6 PER 1 FEET OF THE SE 1/4 OF THE NE 1/4 OF SECTION 23 n CALTRANS 57D•OW4. 811 -¢7, ' T13S, R4W, CITY OF ENCINITAS, CO. OF SAN DIEGO, 1. ALL V^IORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 9.. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES SEE S14EE PS t� 6 C4L STATE OF CALIF „ ACCORDING TO U.S. GOVT SURVEY THE,. ..STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A � / u Nov 5,yRN1� _ APPROVED APRIL 13, 1881. CON TRt)C,ION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH DF AVAILABLE RECORDS. TO THE BEST OF OUR FOR WALL DETAILS r G �_ THE / P P 0 iJ L 0 s i .se•; 262- 080 -20 CITY O� ENCINITAS AND ,L,E SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN APPRDXIMKTE LOCATION STANDARD DRAW c r r DRAW ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER: I ” ° �OFTEMPORARY CUT -gqC(( w t SHALL R APPROVED BY THE CITY ENGINEER PRIOR TO ANY CAP UNIT Y PROPOSED 2.1 SLOPE REOUESI FOR IN ?"ECTION, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 2 EMBANKMFNT / ° SLOPE, o , MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES ' H WEST SIDE OF EL CAMINO REAL, APPROX, 0.35 MI 2. THE COILS REPORT TITLED "SOILS INVESTIGATION; PRELIMINARY LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S / NORTH OF MANCHESTER AVE. I �____ � EY,CAVATIQN LIMIT Kr �, GEOTECHNICAL INVESTIGATION, PROPOSED SOMERFORD PLACE RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO % / GRID FABRIC T ENNI S CLUB DRIVE c ENCINITAS, CALIFORNIA " PREPARED BY PETRA GEOTECHNICAL CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR M KrawT DM GEO E ? / - x: _ , ,:, ENCINITAS HERITAGE PARTNERS, L.P. INCORPORATED DATED FEBRUARY 4, 1998, SHALL BE CONSIDERED AS A STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND w 051 N. FRESNO STREET (SEE GEO -GRID TABLE PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF H �— CONTAINED A IN SAID REPORT. C 3 EE SN RE AINING WALL FOR SEPARATION SUITE 102 �S 4 WITH THE RECOMMENDATIONS AND SPECIFICATIONS WORK: � ��LENGTH�OIJ 5N1rEr� 4• - MANCHESTER AVENUE FRESNO, CALIFORNIA 9:.3710 C •L+) A, SEWERS - CSD 633 -2770 s 2 (209) 449 -7330 3, APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF g 8 � I y SIZE, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF B. GAS &ELECTRIC - SDG6E (B00) 422 -4133 � , INTERSTATE 5 IMPROVEMENTS WITHIN STREET RIGHT -OF- WAYS. SEPARATE N / G E APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN C. WATER - OMWD 633 - 2848. FINISH GRADE j CONJUNCTION WITH IMPROVEMENT PLANS, / INSTALL PROTECTION FABRIC ', M AWMES D. TELEPHONE — PAC BELL (800) 422 -4133 ' `1.0'ABOVE HIGH WATER LEVEL `� MANCHESTER 4. WRIT PERMISSION SHALL_. BE OBTAINED FOR ANY OFF -SITE f: A� SHOWN ON PLAN GUT 13,300 C.Y.# GRADING, E. CABLE TV - COX CABLE (800) 422 -4133 �/ a 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 If FILL 2,700 C.Y.* TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. I NTS EXPORT `` CO (000 G.Y.# ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE: (760) 633 -2770. � � `"' - DRAIN PIPE ` REPAIRED TD CONDITION EXISTING PRIOR TO GRADING. 3. THE C O NTR A C TOR OR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR / i INSTALL PROTECTION FABRIC TO SUB -GRADE ELEVATION �. -GX P N&UX XPRA�VBte leGXRQO X EARTHWORr'QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES 6, THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL_ BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL. BE RE- WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO QUANTITIES MAY VARY DUE TO SHRINKAGE DR SWELL FACTORS) ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER REJECTION AND REMOVAL. :�,, A Ffl OR A LICENSED LAND I SURVEYOR. ?. THE CONTRACTOR SHALL_ DESIGN, CONSTRUCT AND MAINTAIN ALL y NTS SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE TA,u1���!(iE` ` ' - I RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND f�4- 1, THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 28 %. FEDFF SAFETY AND i1EA.t_TH STANDARDS, LAWS AND I, 1Z © ,,,ald S. Wa l b er - F - A REGISTERED CIVIL ENGINEER IN THE STATE OF I fRFCi.I!_ATIONS, CALIFORNIA, RTNCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL, S I RA, R 16H� LL )QY5W -M VESrN N IN *AC (EXCLUDING EXISTING MAN MADE SLOPES) . 1 � c_ o/ `" MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL �, T E R Jr NCh R V � � 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 12.2 FEET AND THE MAXIMUM 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY i VERTICAL HEIGHT OF FILL 13.2 FEET. ,AIL.E. OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE DIRECTION BETWEEN THE DATES 11/6/97 AND 1/21/98 ONE COMPLETE J �__' CONDUC''ED BETWEEN THE HOURS OF 5::30 P.M. AND 7;30 A. M. COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY J( }R r)TI AT +,ROAMS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. pp" n °� 3. A.) AVERAGE DEPTH ° VOLUME OF C (S.F,) S SF 3'C, RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY OPERATIONS SHALL COMMENCE UNTIL A PREGRADING ENGINEER, ALONG WITH UPDATE L ETTER DATED _I /A_ FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE B.) AVERAGE DEPTH = VOLUME OF FILL (G.F.) 72900 CF 1.9 MEETINE3 HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE OF FILL AREA OF FILL (S.F.) 37971 SF C BEEN INCORPORATED IN THE GRADING PLANS AND : CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRAOTNIG CONTRACTOR AND PERMIT7EE. THE PREGRADE MEETING P� � �r CATIONa SHALL D SCHXDULED WITH THE CITY AT LEAST 48 HOURS IN SIGNED: � D P�C1V`.hN; BY (..,Ai_aLING (760) 633 -2770. a 0111) F�ACA8K � k£* L 0(44 r ' �• _ __ S. D. R. S. J. = SAN DIEGO REGIONAL STANDARD DRAWINGS 10, P'R1,0 rO HAULING EXP. DATE: DIRT OR CONSTRUCTION MATERIALS TO ANY RCE NO.: ��� XT � B R G � �Q PROP1SL) CONSTRUCTION SITE WITHIN THIS PROJECT THE � —"� �_ � _. �: __ -- _ � S.D.R.S.D. Mc�,rc1, j Q4, DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE ITEM NO. SYMBOL HA i ENGINEER FOP, THE PROPOSED HAUL ROUTE. THE DEVELOPER , COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE _ e _- _ - C. I1 Y E NGTNE ER MAY IMPOSE= WITH REGARDS TO THE HAULING DELL 770 S HI - �, Cat °.� — _ _,. PROJECT BOUNDARY I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. ' _ " 4 5a 6' EXISTING CONTOURS 1`.. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE — - F PERMIT BUT PRIOR TO FINAL_ GRADING APPROVAL AND /OR FINAL PROJECT AS DEFINED IN SECTION 6703 OF THE BUS TNESS AND PRO ESSIONS ! ? ' _ _ �� _ _4 CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I -_ PROPOSED SPOT ELEVATIONS RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE � �0 •, �j ( LL- �Q PROVIDED STATING: THE GRADING UNDER PERMIT NO. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS V PROPOSED CONTOURS 140 - -- ---140 5461- -G, HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT 1r�5' 144 2t� � � � PROPOSED SLOPE HYDROSEED AREA (S EE SHT 3 ) FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER DESIGN. WHO CERTIFIES SUCH GRADING OPERATION. PROPOSED GRAVEL BAGS (SEE SHEET 3) (���� ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED BY: d L 4' -- DATE J f PROPOSED PCC BROW DITCH D -75 ,rN I SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE WAYNE P CO AND LEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS R.C.E. 9577 PROPOSED 2:1 FILL SLOPE AND BAC'KFILLS AND COMPACTION OF TRENCHES. HE SHALL T =n - - - -- -��n +n T � .,T T �., nc ,� .� SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE 3--- r r�cn,vc� ur uuvvr�u r � PROPOSED 2:1 CUT SLOPE SUITABILITY OF ANY FILL MATERIAL, UPON COMPLETION OF S'C'E' A' -° r PROPOSED DRAINAGE SWALE — « -- GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TEST'S WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR ° 7:N HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE PROPOSED PCC SIDEWALK - F T i GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE_ -_ -•- CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE - -"'- (K>:Y5TD+IE) SEE -5 TM SOILS POFI THEIR INTENDED USE. S REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION � CROPOSED RETA. IN WALL (12.5�MAX) Q ARE AND STABILITY OF THE SITE, INSTALL CpgLE R41LlN41 PEI{ r_ �% '' --"° �----.^.---_--' �.-_.--~^, •-- ..-- "�.__-- `"'- -°'"`-- . -'``- CQ LTRANS STD. OIAIG. 611-47, � - -9 �' fAISTALL CAg[E- RA/LlNC� PER SURFACES TO PROVIDE POSITIVE DRAINAGE AND PR PONDTNG 2' PROPOSED RETAIN. WALL (MASONRY) (4' MAX) 13. 'THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED WITH Alums IRINK qrROIlT. I 7Q F -T 2 , CALTVAIS STO.DWG• (311 -47 PROPOSED PVC,. STORM DRAIN (SIZE ON PLAN) � /� r ..'' . OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID ` HERITAGE PARTN S, L IN/T9 1VON 6yRINK GROUT DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE 605 N. F L.P. 6" PCC CURB 5 GUTTER 6" PCC CURB 6 GUTTER - � 6059. N. FRESNO STREET �� � � PROPOSED 6" PCC CURB ONLY G -1 SI AND SUITE 102 OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANEN may[{ / FRESNO, CALIFORNIA 93710 LX PROPOSED PCC CURB 6 GUTTER G -2 DRAINAGE AND EROSION CONTROL. MEASURES HAVE BEEN "z. ' TNSTALt_ED. (209) 449 - 7330 C1e .. KEYS7o © 2% RETAINING WALL + RETAINING WALL PROPOSED TYPE "B" CURB INLET D -2 ° "� 1,.� ALL AREAS TO BE FILLED SHALL BE PREPARED 70 BE FILLED AND EROS I ON SEE SI+EET5 4. -Co) % ,'• � PROPOSED TYPE "F" CATCH BASIN D - C� =--. == SILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD a SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TONY GHIO AT (209) 454 -7744. �- — — r - PROPOSED WING TYPE HEADWALL D -34 MATTEI "I SHALL BE REMOVED BY THE CONTRACTOR FROM THE ~- - LD C' '.' N WHICH THE FILL IS 70 BE PLACED. LOOSE FILL % w � _ 1 M � PROPOSED PCC STEPS cE.:: N A T U RA L Rt GROU D, T HE EXPOSED SOILS SHALL BE SCARIFIED TO SHALL BE REMOVED TO SUITABLE FIRM 2, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE � — — — IBS � . — — — �(B X AD£ .P'fFi Or" 6 r A D 6 I THE AND THEN COMPACTED TO A MINIMUM OF 90 AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL x PROPOSED 12 PVC STORM DRAIN D -60 rt PERCEI`!T, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT ;._ �� SEE SHEETS 4 -(o < !'-lAG SPREAD, WATER AND COMPACT THE FILL_ IN STRICT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF .— — — — FOR WALL DE TAILS , _ PROPOSED PCC CROSS- GUTTER G -12 ACCORDANCE WITH SPECIFICATIONS. TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 0 LIMIT OF 100 -YEAR AREA EXISTING PAVEMENT REMOVAL? OF INUNDATION AN [) 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED d u' I � CUT AN fi Il R.. SLOPES SHALL BE CUT AND TRIMMED TO FINISH .-- -- cv EL; 191.0 r PROPOSED AC SPILLWAY D -22 RA J T' ";rjDUCE SMOOTH SURFACES AND UNIFORM CROSS WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. EXISTING GROUND `eE01r 0 I9, rHE SLOPES OR EXCAV AND EMBANKMENTS EXISTING GROUND PROPOSED STOP SIGN AI L Q_ r)H ;'!: SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE 4• THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER E NC _J N!F cR OF WORf. AND +_.EFT IN A NEAT AND ORDERLY 5' (MIN) PROPOSED CABLE RAILING Wf NOW G 9( ROUT B-11 -47 — 1( --iF CONUTFION, ALL STONES, ROOTS AND OTHER WASTE MATTER AFTER EACH RUN OFF PRODUCING RAINFALL. PUMPS Xi�O F � OR F,CA'VATION OR EMBANKMENT SLOPES WHICH ARE °�'° t LIASRI -E Ti? BECOME LOOSENED SHALL BE REMOVED AND DISPOSED 5 . THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL 3 ^ el : MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO "� -: aiE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN I .': . cu , "'E, 1v I N . •' ,r i r UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES x,' 5406 -G SITE CLEARING PLAN i(tf 1." iCF W:_T't! 7ItC GRADING ORDINANCE, {sFE- TYR3Sn' eTOyC ,�nA� rrina� AE(?� - �, eTCZ � WHICH MAY ARISE. 6 " °-°"' - IJ �- z 6 Tki _ SEe-T-r+3N --A" A 9VC 5461 -I IMPROVEMENTS ON EL CAMINO REAL 1E ALL FREE,, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL � �� � `.iHAL B COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE ,.,.. � µ HE G B HE 'CONTRACTOR SO AS TO LEAVE THE AREAS THAT NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 12 12' ,AVE F!_,C Cl EARED WITH A NEAT AND FINISHED APPEARANCE '' -- -- REE: FROM L.NSIGHTLY DEBRIS. APPROVAL OF LOCATION OF � �? 2' 2 D EBRIS FILL, SHALL BE SECURED FROM THE SOILS ENGINEER AND 7, ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED A S BLJaL - r r ' ,_N EH F ;I?1OR TO THE DISPOSAL OF ANY SUCH MATERIAL. GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY 2% FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK -2% ?q -- -- C,AA. DAY. WAYN PAsCp DATE :A. 9" ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN 1a INSTALL ¢" AC PVMT OVER 6 "BAS A L,'IES SHALL. BE PLANTED AND IRRIGATED IN ACCORDANCE -� �, r, „ .,.- _____ < ;ga l CI F_,, S A , PROVED BY THE CITY ENGINEER. PLANS SHALL PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %) . SILT >• s� PROPOSED 6 „ CURB AND CLUTTER, STD DWG G 2 < g w,7 ” a 7 °' ,^ ,, 1'+ r, , ,. ", a .' ' 1 R< TfJ E;am CITY OF ENCINITAS GRADING ORDINANCE AND }�..T l.0 . F a� ,0?%. „r•.,,,.,, _,.:;. p; Ca r a.. r' X -'m A' ADflI'f "ECi LANDSCAPE AND IRRIGATION STANDARDS. . AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 4Nt3. ... 10 SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE � EXP,30 °: ,,iO3 APP VED APPHOV ED ? iN. IRA! (1'G AND PLANTING SHALL BE ACCOMPLISHED ON ALL .. EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR Y 4 s 1 �� a � aL: "�L -F ?T iP TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION TO NOVEMBER 15 THE SLOPES SHALL BE STABILIZED WITH a JA clVv BY: _ - -_' , /�a I({ - BY: ___ S, � � T T A A X 4 "� � - - -- _ f.�.: -- - -- - TE V � CR,DED B >_ WEEN OC OBER 1 ND PRTL 15. PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 1 ` / EN IS CLUB DRI F CAS. c# /9 DstTE: -_ 4 • , 9 _._ ___- TRAFFIC INDEX. 5.0 w OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE_ DATE __ .__ _._- __ NTS OF" CALIFORNIA DEPARTMENT OF CONSERVATION. - --- ____ -- -. ..,_. _ - @ma " l DESIGNE BY DF:A4dh! F.?'d CMEi`;i<'r'CJ t-3Y a : •°� . i" , �rq ,,. c w APPROVED 1 f�� , �{� !� I ". „ T� " '�.w. � _ —._._ _ —_- ___— ____— ___ ____. —__ __.___ - - -_ _..__.._ r�*2. 7 S" � , _ 19..(.4._( „. . . ,�Wg ”, NoText NoText NoText NoText NoText