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HomeMy WebLinkAboutLot 76-77 Mass Grading & Erosion Control GRADING NOTES 1. ALL GRADM SHALL COWORM TO THE LATEST PROV!SION OF THE UNIFORM BURDNG CODE AS AhIIENDED CITY OF TEMECULA, STATE OF CALIFORNIA BY ORDINANCE 93-04. vow lor FKMVNAY W11005 2. MIN*AJM BtNLDNG PAD AND DRAIINAGE SWALE SLOPE 94MJL BE I X. DftMNAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT AND FILL SLOPES - 2:1. .......... ............. 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPEMWT SOILS ENGINEER WHO SHALL ............ TL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUMIT TO THE CITY ENGINEERNG DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRAD04G PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. 7 7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. a. FINAL COMPACTION REPORT WILL K REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 771 PARKWAY MASS GRADING SHEET 1 9. ALL MUM SHALL BE WNE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELWINARY S(xS ",fESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 95-81-420-01) DATED 4-26-96 AND ALL ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY EROSION CONTROL . . . . SHEET 2 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF SECTION A"A" THE PRELIMINARY SOILS REPORT. KTA. 10. THE CONTRACTOR SHALL NO`nFY THE CITY ENGINMM DEPARTMENT, TEL (909)694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. TO RIVERMN 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR TO COROM GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN SOU ENGIMEM AM ACCORDANCE WITH CITY DEVELOPMENT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. (MER/bEYIMCM20'. GEOLOGIST 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, 27393 YNEZ ROAD, SUITE 253 10391 CORPORATE DRIVE 13. IF STEEP SLOPM TERRAIN OCCURS UPON WHICH FILL 6 TO BE RACED, IT MUST K CLEARED, KEYED, DEBRIS, TOPSOIL. AND OTHER DELETERIOUS MATERIAL. NEWLAND COMMUNITIES CONVERSE CONSULTING AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A TEMECULA, CALIFORNIA 92591 REDLANDS, CA. 92374 REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL (909) 694-5572 TEL. (909)796-0544 LEGEM 14. DURING ROUGH GRhDING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. DOSTING CONTOUR F.L - FLOW U"E 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. PROJECT 461- - PROPOSED CONTOUR F.S. - FINISHED SMACE 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONT"JE TO FUNCTION. ESPECIALLY SMS ENGHEEM CMR1 AM WE F.G. - FINISHED GRADE DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST WE HAVE REVIEWED THIS GRADING PLAN AND FIND IT TO BE IN SUBSTANTIAL CONFORMANCE PROPOSED PAD 0". G.EL - GME BREAX BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. (��) - H.P. - HIGH POINT 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1-5) SHALL BE WITH THE RECOMMENDATIONS OF OUR SOILS REPORT, 99-81-112-01, DATED MAY 6,1999 - STORm DRAIN L.P. - LOW POINT R. - RATE OF GRADE SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES d-o"' T.C. - TOP OF CURB OVER 30' IN VERTICAL HEIGHT. CONVERSE CONSULTANTS City of Temecula - STREET CENTER LINE T.W. - TOP OF WALL 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMT CERT*rATION OF BlULDW INLAND EMPIRE PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN 10391 CORPORATE DRIVE CAMPANULA WAY - CURB UK SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GWEN. HASHMI S.E. QUAZI, P.E. C046651 79 - STREET R.W LINE 19. EROSION CONTROL- ALL GRADED SLOPES SHALL BE PLANTED WITH RosEA ICE PLANT AT 12* ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND - SLOK (2:1 kW.) COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL T T T BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT 70 SAN DIEGO IRRIGATION SYSTEMS WITH BACKFLOW PREVENT10N DEVICES PER U.P.C., CHAPTER 10.R 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4- PER FOOT FOR - SHM MATCMNE A MINIMUM OF 3 FEET. - LOT WAfBER 40 20 40 so 21. NO OBSTRUCTION OF FLOW PLANS OR NATURAL WATER COURSES SHALL BE PERWrTED. SUMMARY,. NOT TO SCALE a 2 9 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO CI)MIAENCEMIENT OF - SETBACK LW t ANY CONSTRUCTION/GRADING, GRAPHIC SCALE: 1'0=40' TT& (we 0 0 0 0 e a a . . . 59827 CY - TRACT 9"DW 23. APPROVAL OF THESE PLANS BY THE CITY OR rM AGENTS DOES NOT RELIEVE THE APPLICAW AND His MTAL FILL- . . . * e 439427 CY ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMSSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. .... ------ ........ ..... ...... .... .. . ....... ............ ...... .... . .. .......... 100, 101,.......... .............. ..................... ....... .................................... ............. I........ ------ .. .. ........... 2- ............ ................. ....... ......... ........... .................. WAX -----------------........... ...... ...... ....................... f ------ .......... ...... --4740 LF OF 12 ................. ....... CONSTRUC f ...... DRAMCE PIPE C .......... I . ....... ....... ........... 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IN. ......... .......... ....... ...............C I j ............ ......... ..... ....... ........ ... ....... . ... ..... ...... ..... ........... .......... ........... 38 10............... ........... ...... -7, ............... ............. 0 4#7 L ............. .......... 324.SW% 1220 ............................ %K Lo 00 ........... ....... U5 OL7 ............ -a ............ 41 . ...... 0i ........... ....... ............ ........... , �$ "l ... ....... Ir QL7 18 �A6 ! ................. _x 42,3 .... ......... Ohl 1,9 13 CL ............. If,i 9A r N10. 4t87 2 .............. .0 6 7',�, ........... ............... 91 T.,LW a. L ......I.... 4187 .................. (60 C1 6 M CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 Scale: The Keith Companies Drawing No. 4 0VII RECOMMENDED BY: DATE: Ae��O� in 2 1/2 BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION 1 40* & CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor NCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO Drawn by: CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND Cwkn mm% 3wh me ARM vafty 01 9m-ow ew-wx DH No. 48M ACCEPTED BY: 4, DATE: Inspector MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A 7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. Designed by: Ev. 12/31/02 Prepa under the supervision of: RONALD J. PARKS PARKWAY MASS GRADING PLAN Date DEPUTY DIRECTOR OF PUBLIC WORKS PARKWAY MASS GRADING PLAN TRACT NO 24188 _t. MW 4- Comple OF P.P. (NO.#) 94" N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. DH by: \k%3% TRACT NO, 24188 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. JN 4-0 ADJ. DATE 9/13/82 ELEV. 1128.410 R-C-E No. 19744 Ex*w 9/30/01 31458 Sheet 1 of 2 BB A. '%dE. 4N20 EW. 12/31/02 Dcft DEX - PARKWAY MASS GRADING . . . . SHEET I CITY OF TEMECULA, STATE OF CALIFORNIA %"M W Nommy EROSION CONTROL . . . . SHEET 2 3 F f .......... [T SOU EWMEER AM OMER/DEVELOM: GEOLOGIST NEWLAND COMMUNITIES CONVERSE CONSULTING 27393 YNEZ ROAD, SUITE 253 10391 CORPORATE DRIVE TEMECULA, CALIFORNIA 92591 REDLANDS, CA. 92374 (909) 694-5572 TEL. (909)796-0544 711 EROSION CONTROL NOTES 1. EROSION CONTROL is REQUIRED FOR GRADING OPERATION DURING THE RAW SEASON FROM OCTOBER 15 16. 7HE DEVELOPER SHALL CONDUCT IMS OPERATONS IN SUCH A MANNER THAT RUNOFF WILL K SECTION �A"-wA" CONTAINED WITHIN THE PROJECT OR CHANNELED INTO THE STORM DRAIN SYSTEM WHICH SERVES THE TO APRIL 15. APPROVED PLAN IS REQUIRED FOR ALL ROUGH GRADING. EX096 N.T.S. RUNOFF AREA. STORM RUNOFF FROM ONE AREA SHALL NOT BE ALLOWED To DIVERT TO ANOTHER RUNOFF ...... ...... 2. IN CASE OF EMERGENCY, CALL DENNIS SMITH GENERAL SUPERINTENDENT OF NEWLAND AT (909) 731-7777 17. CONFORMANCE WITH REQUIREMENTS OF THIS PLAN SHALL BE IN NO WAY RELIEVE THE DEVELOPER 3. 714E DESIGN CIVIL ENGINIEER WILL SUPER VISE CONTROL AM INSURE THAT WORK IS IN FROM HIS RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL SHALL CONSIST OF, BUT NOT BE LIMITED TO, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH ACCORDANCE WITH THE APPROVED PLAN (IF REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS). MEASURES AS NECESSARY M PREVENT , CONTROL AND ABATE WATER, MUD, AND EROSION DAMAGE TO PUBLIC AND PRIVATE PROPERTY AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4. EOUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING 16. SLOPES CONSTRUCTED PRIOR TO OCTOBER I SHALL BE TREATED FOR EROSION CONTROL PRIOR TO OCTOBIER THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT AOCK WV-L CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMIMINENT. 15. SLOPES CONSTRUCTED AFTER OCTOBER 1 SHALL 13E TREATED FOR EROSION CONTROL AS THE AM. ..... BOTMIM oir wtu CONSTRUCTION OF SLOPE PROGRESSES IN INCREMENTS OF 25 FEET OR LESS MEASURED VERTICALLY. T.C ..... TOP oF CuM 0 IMMALW LM T.P. ..... r0P oF PAvIVEW 5. DEVICES SHALL NOT BE MOM OR MODIFIED WITHOUT THE APPROVAL OF THE DEPARTMENT OF PUBLIC WORKS. 19. FILL AREAS WHILE OEM BROUGHT UP TO GRADE AND DURING PERIODS OF COMPLETION PRIOR TO FINAL ir.F. ..... FINISH FLOOR GRADE. SHALL BE PROTECTED BY VARKXS MEASURES TO ELIMINATE EROSION AND THE SILTATION OF jp�m F.a ..... FINISH GP.4DE MVIT 901IM" 6. ALL REMOVABLE PROI CTIVE DE SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY DOWN STREAM FACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE, BUT SHALL NOT BE j10-- P-F. ..... PAD ELEVA770N WHEN THE (5) DAY RAIN PROBAMM FORECAST EXCEEDS (40) PERCENT. LIMITED TO: TEMPORARY DOWN DRAINS, EITHER IN THE FORM OF PIPES OR PAVED DITCHES WITH T.R.w. ..... mp 6F w4a Mw & xmowa) F.L ..... FLOW UNE It.I AM" 7. AFTER A RAiN S I PILL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BE SILT FENCES, AND PROTECTED OUT FALL AREAS; GRADED BERMS AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY r TF. ..... TOP OF FOOTM SURFACE RUNOFF; CONFINED PONDING AREAS TO DESILT RUNOFF; TEMPORARY CHECK DAMS IN TOE OF (28.26) ..... EXIST. ELEVAMN DESILTING BASINS, ETC. SLOPE DITCHES TO RUNOFF ; PROTECTION SUCH AS SAND BAGS AROUND INLETS WHICH HAVE NOT BEEN BROUGHT LOP TO GRADE; AND EARTH BERMS AND APPROPRIATE GRADING M DIRECT DRAINAGE 8. GRADED AREAS AROUND 7HE TRACT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE AWAY FROM THE EDGE OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE FILL CONCLUSION OF EACH WORKING DAY. AREAS WHERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS. PRO�W JUT AFffM ON ECURPLEW 9. THE DEVELOPER SHALL K RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT 2o. Top OF CUT BR(YW DITCHES, WHERE REQUIRED ON THE PLAN, SHALL BE CONSIRUCTED PRIOR TO At rS PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. EXCEEDING TWELVE (12) FEET OF CUT MEASURED VERTICALLY. 10. DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF IMIVIDIJAL GRADING AREAS ARE 21. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE NAMEDIATE ORMN"t JEK air. C-L COMPLETE PER ROUGH GRADR4G PLAN EROSION CONTROL MEASURES WILL 13E REQUIRED TO PROTECT AREAS WHICH HAVE SUN CLEARED AND GRUBBED PRIOR TO GRADING OPERATION, AND WHICH ARE SUBJECT TO RUNOFF DURING THE PERIOD OF Ar 11. THE DEPARTMENT OF PUBLIC WORKS RESERVE TW RIGHT TO MAKE CHANGES OR MODIFICATIONS TO THE RAINY SEASON. THESE MEASURES MAY INCLUDE BLIT SHALL NOT BE LIMITED TO: GRADED - 511- 1 - 4r OW ON IVP MW Rzo coimwvv2wjv Nqrjl. AM QIl%ANrrYJff3: THIS PLAN AS DEEMED NECESSARY. DITCHES: BRUSH BARRIERS AND SILT FENCES. CARE SHALL BE EXERCISED TO PRESERVE VEGETATION 4 AM A0V 12. INFORINIATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTHER INFORMATION IS SUISJECT BEYOND LIMITS OF GRADING. -S��Ar son A" Im Lim" jwMU 2 34AVooff AMY 1XV50v AW MW OEM I . . . . . . . . . . 1,AV L f.- TO CHANGE. 22. THE DEPARTMENT OF PUIBLIC WORK ' APPROVAL OF PLANS DOES NOT REL04 THE DEVELOPER F 111111111111111IT RESPONSIBILITY FOR CORRECTIONS OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. 7T AMMU 4 MACOff AMIN ENOMOV A19W MW MW JP. . . . . . . . 1JV LK 13. TEMPORARY EROSION PROTECTION IS REQUIRED FM MAIVUFACTURIED SLOPES PRIOR TO PERMANENT UPON REQUEST, THE REQUIRED PLM REVISIONS SHALL BE PROMPTLY SUBMrTTED TO THE DEPARTMENT r-L--r�_77- PLANTING. OF PUBLIC WORKS FOR APPROVAL A101taw mmm"75MM�qw MEM0101111114" 40 20 so i --- A 9 14. AREAS SMALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE MAWAINIED AT ALL TRES 23. ALL GRADED SLOPE AREAS 5' OR MORE IN HEIGHT SHALL BE H MEEDED UNILESS SUFFICIENT NATURAL . . . . . . . . . . . . . . . . . . . . . . . . . . 74 JIM JIV. (INCLUDING ACCESS TO NEIGHBORING PROPERTIES. VEGETATION HAS BEEN ESTABLISHED AS DETERMINED BY THE CITY OF TEMECULA INSPECTOR. C r/M IZEMAN GRAPHIC SCALE: 1*=40' 15. NO OBSTRUCTION OR DrSTUR8ANCE OF NATURAL DRAINAGE COURSES Oft EXISTINIG 31 DRAIN INLETS SHALL OCCUR DURING THE RAINING SEASON , UNLESS ADEQUATE TEMPORARY / PERMANENT DRAINAGE N TS FACILITIES HAVE 13EEN APPROVED AND INSTALLED TO CARRY SURFACE WATER M THE NEAREST PRACTICAL MACMMP AWrAS (49 �!!Gff) STREET. STORM DRAIN OR NATURAL WATER COURSE. 2 -------....... Ile ............. ............ N . ....... .......... ------ .......... ........... ........................ 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BETWEE-N I(jP &A 7R NO', 24187 2 A�T D� NO.,, 7, 1) .......... ......... .. .. ... ........ .......... .............. ............... f 01r. .......... ........ C ............... ........... ........... ......... ...... 0-0 ............. .......... .......... ........... ......... .......... ......... P35 .3 ........... 1. 12X . ,2 7777 Pow, 3 ........... LU .............. 324.8W, ............... ............. ......... 1 62.37-# 2 13 .......... ...... .......... 93 .......... ........ ........... Cx 00,v U I �. I -� I . ..& .................... A 3r............. ............. ........... ................ .... ....... U ................ ....... ............ ........ 7� 18 4,1;, 0 ...... ........... .......... 0.............................. 14 42, 3 19 Or 40 Li ...........--moo 43, 7 .......................... t i I I. \- I. ..... MEOW mow 2 XtiW-W- - I I .......... 61 t,3 , 39 ..... ......... ...... 7# L Cx ............ .......... . ......... v 187 80 4 ti CIO Scale: Drawing No. Ln CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC D BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 The Keith Companies r%- DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION 1 40 DATE. CITY OF TEMECULA DEPARTMENT OF PU13LIC WORKS 9 Contractor ',HO OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RAN( 11%� Drawn by: c_-� Goorp A. CwM Aww ft% 3W Onm Va%y CA V2W-mm 4,0 e CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND DATE: f/sr/ CU MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A DH 14o. 45M ACCEPTED BY -r-- PARKWAY OSION CONTROL PLAN N Prepa under the upervision of: RONALD J. PARKS co Inspector 7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. Designed by: Exp- 12/31/02 DEPUTY DIRECTOR OF PUBLIC WORKS C3 -5 OF P.P. (NO.1) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. DH JN TRACT NO. 24188 PARKWAY EROSION CONTROL PLAN TRACT NO 24188 Compkited FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. Checked by: R.c.E mo. 197" Expir 19/30/01 31458 Sheet 2 of 2 ELEV. 1128.410 BB Geor" A. LN005* R.C.E. 45920 EW. 12/31/02 Dcft ............