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935- II 4/28/2004 M.S. 3414/I.P No. 030042 Romoland MDP Li SHEET INDEX RIVERSIDE COUNTY FLOOD CONTROL AND TITLE SHEET SHEET No. 1 LINE A - REACH 2 PLAN AND PROFILE-STA. 123+00 TO STA. 134+00 SHEET No. 2 LINE A - REACH 2 PLAN AND PROFILE--STA. 134+00 TO STA. 144+00 SHEET No. 3 LINE A - REACH 2 PLAN AND PROFILE-STA. 146+00 TO STA. 158+00 SHEET No. 4 WATER CONSERVATION DISTRICT E LINE A - REACH 2 PLAN AND PROFILE-STA. 156+00 TO STA. 170+00 SHEET No. 5 LINE A - REACH 2 PLAN AND PROFILE-STA. 170+00 TO STA. 182+00 SHEET No. 6 PROJECT v, � oU) LINE A - REACH 2 PLAN AND PROFILE-STA. 182+00 TO STA. 194+00 SHEET No. 7 ROMOLAND MDP LINE A CHANNEL- STAGE 2 SITE I � �9 LINE A - REACH 2 PLAN AND PROFILE-STA. 194+00 TO STA. 202+50 SHEET No. 8 a o TRUMBLE ROAD AND SHERMAN ROAD CROSSING PLAN AND PROFILE SHEET No. 9 Io DAWSON ROAD AND 1 v ANTELOPE ROAD CROSSINGS PLAN AND PROFILE SHEET No.10 CITY OF ENCANTO DRIVE CROSSING PLAN AND PROFILE SHEET No. 11 PERRIS M UGHLIN OAD DETAILS SHEET No. 12 -�� - ENCANTO DRIVE CHANNEL CROSSING EXHIBIT SHEET No. 13 ----- - - ErFw�wc �°�°- --- ----- - - 1 CO. OF RIV. o o 6 d o � o o CROSS SECTION EXHIBIT SHEET No. 14 \Mo\ STOCKPILE GRADING PLAN SHEET No. 15 I " FD. 1" I.P. DN 1.0' TAGGED R.C.E. 20508 o z ''' z FD. 2 BRASS DISC, FLUSH, ON OVERPASS MARKED 16 15 ' PER MB 303 -41 a z m < zUj PER MB 303/36-41 AND RIV. CO. MAP 204/433 < 2 < < 1 ,,L4 W W < z Z z R.C.F.C. AND W.C.D. STANDARD DRAWINGS (n a MI801 CHAIN LINK FENCE DETAILS I ROUSE RD. STOCKPILE SITE R.C.T.D. STANDARD DRAWINGS 200 TYPE A-6 CURB SECTION 15, T.5S., R.3W. 205 CURB AND GUTTER JOINTS I VICINITY MAP 207 CONCRETE DRIVEWAY APPROACH L6 O W I KGINNlNG OF 0 H � I � N.T.S. 307 P.C.C. DIP. SECTION PROJECT one e Zoe I I I CALTRANS STANDARD DRAWINGS �+ ��•+ END OF I I ES IL 0 , I D81 CONCRETE DOBLE BOX CULVERT T-1 CHANNELR/w - v� � ''"' I PROJECT SHEET No. 6 " EL I ENGINEERS ESTIMATE OF QUANTITIES } � ----- - --- --- - - - ' --------- --- � --- --- - ----- --- - - ----- - - --- ` O-COSST. GRADED CHANNEL �• C.Y. CHANNEL SHEET No. 4 T- CHMINE� R/w ` N�E� R/1A T-4 I SHEET No. 8 ; , , ,r I SHEET No. 2 2 CONST. 12 W x 10.75 H R.C.B. PER CALTRANS STD No. DOI _ LF. SHEET No. 3 SHEET No. 7 0 SHEET No. 5 CRY CIFMC �N ND ( MC ��1 � ' � - - - � ' -- So-INSTALL 36" C.M.P., 14 GA. N LF. I TR 29113-1 ( �r - T II - O4 INSTALL 28" S x 20"H C.M.P. PIPE ARCH, 14 GA. LF. I I I I &-REMOVE A.C. PVMT S.F. O6 REMOVE CURB Nt: GUTTER LF. INDEX MAP a To-COSST. 0.33' A.C. OVER 1.00' A.B. CLASS N S.F. I ® COSST. 0.25' A.C. OVER 0.50' A.B. CLASS II S.F. GENERAL NOTES 400' 0 200' 400' @_COSST. TYPE A-6 CURB PER R.C.T.D. STD. No. 200 LF. 1. CONSTRUCTION INSPECTION WILL BE PERFORMED BY RIVERSIDE COUNTY FLOOD 13. ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE 10 COSST. DRIVEWAY APPROACH PER R.C.T.D. STD No. 207 •r S.F. CONTROL CONTACT DALE ANDERSON AT 909-955-1288. THE DISTRICT MUST BE NOTED. 1" = 400" 11 ST. MODIFIED P.C.C. DIP SECTION PER R.C.T.D. STD. No. 307_• - S.F. NOTIFIED 20 DAYS PRIOR TO CONSTRUCTION. 14. STATIONING FOR LATERALS AND CONNECTOR PN'E REfi'ER TO THE CENTERUNE- GRAPHIC SCALE 2. ALL CONDUIT LENGTHS ARE HORIZONTAL PROJECTIONS, UUINI.PS OTHERWISE SHOWN. CENTERLINE INTERSECTION STATION. O2 COSST. CROSS GUTTER PER R.C.T.D. STD. No. 209 S.F. 3. LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE XEIN DETERMINED FROM AVAILABLE I& FORTY-EIGHT HOURS BEFORE EXCAVATION, CALL UNDERGROUND SERVICE ALERT INFORMATION. HOWEVER. IT SHALL BE THE RESPONNSIBILTY OF THE CONTRACTOR TO (USA) AT 1-800-227-2600. 13 INSTALL 3" CRUSHED SLAG BASE S.F. DETERMINE THE TRUE LOCATION OF ANY EXISTING UTILITIES AND TO EXERCISE 16. ALL ELEVATIONS ARE IN FEET AND DECIMALS THEREOF BASED ON U.S.C. AND 14 INSTALL 6' CHAIN LINK FENCE& GATE PER R.C.F.C.W.C.D. STD. No. M1101 N LF. PROPER PRECAUTIONS TO AVOID RUM OR DAMAGE THERETO. A PRELIMINARY SOILS AND GEOLOGIC HAZARDS INVESTIGATION SHALL BE INCLUDED G.S. DATUM OF 1929. 4. � INSTALL SIGN (TYPE AS NOTED) � EA. AS A PART OF THESE PLANS. ALL WORK SHALL CONFORM TO RECOMMENDATIONS 17. ALL CROSS SECTIONS ARE TAKEN LOOKING AS OUTLINED IN SAID REPORT. SOIL REPORT BY SID GEOTECHNICAL INC. DATED 18. 'V" IS THE DEPTH OF INLET OF CATCH BASINS MEASURED FROM THE TOP OF 16 GIST. P.C.C. INVERT �►- JULY 31, 2003. T-1. T-2, T-3, AND T-4 INDICATE SOIL BORING LOCATIONS BASED THE CURB TO INVERT OF CONNECTOR PIPE. INSTALL MODIFIED CABLE FENCE PER R.C.F.C.W.C.D. STD. No. M826 LF. ON THE SOL REPORT DATED JULY 31. 2003. LOCATIONS SHOWN ARE APPROXIMATE. 19. CATCH BASINS SHALL BE LOCATED SO THAT LOCAL DEPRESSION SHALL BEGIN AT EXISTING CURB RETURN JOINT, UNLESS OTHERWISE SPECIFIED. 5. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE DEVELOPER'S CONTRACTOR 20. THE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTROL IMPROVEMENTS SHOWN MAINTENANCE RESPONSIBILITY OBTAIN A PERMIT FROM CAL-OSHA. A COPY OF THE PERMIT SMALL ON THE DRAWINGS W CONFORMANCE WITH THE REQUIREMENTS OF THE RIVERSIDE BE KEPT ON THE .NOB SITE AT ALL TIMES. COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT'S MEMORANDUM OF THE FOLLOWING ITEMS ARE TO BE INSPECTED BY RIVERSIDE COUNTY 6. FOR TRENCH EXCAVATIONS IN NATIVE SOIL, SHORING SHALL BE PROVIDED TO UNDERSTANDING STANDARDS AND SPECIFICATIONS DATED SEPTEMBER 1984, AND FLOOD CONTROL AND WATER CONSERVATION DISTRICT - R.C.F.C.W.C.D. SATISrY STATE OF CALIFORNIA SAFETY REQUIREMENTS. DESIGN MANUAL STANDARD DRAWINGS DATED MAY 1971. ASHBY FINANCIAL COMPANY, INC. MADITARM: 7. THE CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS IN SUCH A MANNER 21. OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF EXISTING THAT STORM OR OTHER WATERS MAY PROCEED UNINTERUPTED ALONG THEIR CULVERTS, PIPES OR SIMILAR STRUCTURES TO BE ABANDONED SHALL BE SEALED 1. LINE A - STAGE 2 CHANNEL FROM STA. 124+32.05 TO 130+30.53. EXISTING STREET OR DRAINlAtECOURSES. WITH 6" OF CLASS "B" CONCRETE. FROM STA. 136+81.43 TO 149+43.89, FROM STA. 190+01.00 TO 162+ , 8. IN THE COURSE OF WATER CONTROL, THE CONTRACTOR SHALL CONDUCT 22. PIPE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM TO JUNCTION FROM STA. 163+25.15 TO 175+81.46 AND FROM STA. 176+10.90 TO 2024M.00 CONSTRUCTION OPERATIONS TO PROTECT WATERS FROM POLLUTION WITH FUELS, STRUCTURE No. 4 STD. JS 229 UNLESS OTHERWISE NOTED. 2. 2-36" C.M.P. AT DAWSON ROAD AND DAWSON ROAD P.C.C. Dip CROSSING OR.S• BITUMENS, OR OTHER HARMFUL MATERIALS. 23. PIPE BEDDING SHALL CONFORM TO R.C.F.C.W.C.D. STANDARD DRAWING No. M-815 3. 2-36" C.M.P. AT ANTELOPE ROAD AND ANTELOPE ROAD P.C.0 DIP CROSSING 9. ELEVATMNS OF UTILITIES ARE APPROXIMATE UNLESS OTHERWISE NOTED. EXCEPT FOR COVER LESS THAN TWO FEET. FOR COVER LESS THAN TWO FEET, 4. ALL ACCESS ROADS, CHAIN LINK FENCE, AND OTHER STRUCTURES REQUIRED TO CONCRETE SLURRY (2000 poi-2 SACK MIX) BACKFILL SHALL BE USED. THE ENTIRE COMPLETE THE CONSTRUCTION OF THE ABOVE MENTIONED CHANNEL 10. THE SURVEYING REQUIRED FOR VERTICAL AND HORIZONTAL AI.LgMMENT MUST BE TRENCH SHALL BE SLURRY BACKFILLED EXTENDING 4" MINIMUM AND 12" MAXIMUM PROVIDED BY THE CONTRACTOR AND SUFFICIENT REFEN04CE STAKING MUST BE R.C.T.D. MAINTAINS: tM ACCORDANCE WITH THE REQUEST OF THE INSPECTOR. ABOVE .THE TOP OF POPE. 1. 4-280Sx200H C.M.P. ARCH AT TRUMBLE ROAD AND TRUMBLE ROAD P.C.0 DIP 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED 24. ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING IMPROVEMENTS CROSSING FROM STA. 136+56.03 TO 136+81.43 WORK AREA. AND RELOCATION COSTS OF ALL EXISTING UTILITIES. SEE NOTE No. 1 TO BE RECONSTRUCTED IN KING AND AT THE SAME ELEVATION AND LOCATION AS THE EXLSTW IMPROVEMENTS UNLESS OTHERWISE NOTED. 2. 4-28"Sx20"H C.M.P. ARCH AT SHERMAN ROAD AND SHERMAN ROAD P.C.C. 12. IT SHALL BE THE RESPONSIOILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY DIP CROSSING TO CALIFORNIA DEPARTMENT OF TRANSPORTATION, PERMIT SECTION, FOR AN 25. CONSTRUCTION ON PROPERTY WITHOUT A NOTARIZED LETTER OF PERMISSION UNDERGROUND STRUCTURES CITY OF PEM MAINTAWS: ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING STATE HIGHWAYS, AND FOR TO GRADE 15 NOT APPROVED 11NT/L THE GETTER #AS BEEN oarwNED, UTILITY rMOIOC WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND 1. 4-12'WxI0.75'H R.C.B. AT ENCANTO DRIVE AND ENCANTO DRIVE CROSSING SEE SHEET NO. 12 FOR R.C.T.D. GENERAL NOTES THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION 2. 4-28 Sx20 H C.M.P. ARCH AT TRUMBLE ROAD AND TRUMBLE ROAD P.C.C. DIP AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH CROSSING FROM STA. t 36+30.53 TO 136+56.03 Underground Service Alert PURSUANT DAMAGES �uLT1�NGEFROTMO THE EXISTENCE OF AND UNDERGROUND UTILITIES OR STRUCTURES 410 CITY OF PERRIS NOT REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE PUBLIC RECORDS EXAMINED; Call: TOLL FREE APPOVAL FOR LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED. THE NOTICE: BASIS OF BEARINGS. IN THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT THE 1 -8 O O CENTERUNE of ETHANAc RD. • SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR OF 200 DAYS BEFORE BEGINNING CONSTRACTOR SHALL NOTIFY THE UCTION,N, AND SHALL NOT IN WRITING A M STRUU:TI�S CaO11NEED BEFORE STARTING WORK. 2 2 7- 2 6 0 0 PER "'� ��-41 HABIB M. MOTLAGH BEGIN CONSTRUCTION BEFORE_ APPROVAL of THIS PLAN BY RIVERSIDE COUNTY TRANSPORTATION OBTAHNNDlIO AAUTIIOR�ATION TO PROCEED' BEING N89' 43' 00"W. DATE: 16 J DEPARTMENT/5 FOR THE AREA WITH/N COUNTY ROAD R/GHT "CAT O� ORIGINAL DO NOT I VINO WORKING DAYS BEFORE YOU ING OF WAY ONLY. _ M.S. 3919 I.P. No. 030092 st BENCHMARK: REVISIONS ' Loh&' + Associates Inc SEAL cow COtMTY OF RIVERSIDE RIVERSIDE COUNTY FLOOD CONTROL PROJECT No. BRASS DISK IN TOP OF CONCRETE POST AT THE SOUTHEAST ��Ess�o� , .- AM 4=13 Nw.o Mc M,�. eROFESS10* TRANSP` RTATI0N DEPARTMENT ROMOLAND MDP - LINE A 4-0310 COMM OF ROUSE ROAD AND THE EASTERLY FRONTAGE vt�� ` , �` qrN �,�..r� T �., p ��o��p A. pT,yt�y WATER CON DISTRICT ROAD OF HWY. 3N13s 179.0 FEET EAST of THE FRONTAGE ,, ?,nM„ h,, seo s>0-snt F.c !eR M0_ows h y Q Z7APP ;ED BY: RECOMMENDED FOR APPROVAL BY: vE BY• _ CHANNEL DRAWING No. ROAD; 62.0 FEET OF POWER POLE #X1000M 4 811 N0' PREPARED BY: DATE: W No. CE 33950 ,i/sS/ � � STAGE 2 - 12.0 FEET SOUTH OF ROUSE NDAD; 1.0 FOOT EAST OF A EV. $-ao-os MAC POST; A BRASS DISK SET IN TOP OF A CONCRETE * " Exp. 6-30-06 PLANNING ENGINEER CHIEF ENGINEER POST AND MARKED U.S.C. & G.S. L-312 RESET 1951 r �� _a � ! A. OT R.C.E. 33950 `' SHEET No. ELEVATION 142LOS I F of►cA`f FRED W. DOERGES �'r f o f i i`s o EXP. 6-30-06 DATE: DATE: S- 7 -� TITLE SHEET 1 1 5 REF. . DATE R.C.E.No. 1026 EXP. DATE 9-30-05 Dwc.281 1 WY gn ESCONDW FREE 10 �a _ EALNS RKT OF NIa1Y _ :-S'T'AGE-3 C ttrVE -- AS SH011kN t�N- t : ( f + ,: F'RIJIMIa1Kt�tf HOMELAt� AfP _LINE A t 1 c v 0 n o t~ a ► i ? REACH 2 PREP AM BY AI_BERT A. WEBB ASSOCIA rES. _ i + + + t + ► # PI:OTTED DATE Y 1, 2003 i 1430 t E t a .r - _ W 1430 -in AL 4 4 i M i Z _ �. Glra a TOP ol= _ _ C.L. OF L I_GRO[l�ID a __ _ ...__ _ _ _ _ _ _ __ _ _ __ _ _ _ - - - _ �__ cttAN►��_ L OF CAL S _ .01�1Q ' - - ! STAGE 2 MVERT C.L _ 5�.0010 _ __ _ _! _ _. _ 1421.99 1PAi. - , 1420 , 1420 o 4 O o _ _ 0160 _ 3503 c f.a. E � ------------ ------ _---_ 1417.04 I -- ------ ---- 1 _ S=0.0027 ----- -- _ 1414.27 1414.43 STAGE 3 WNYERT 0 C.L. E : _ 1 s _ - -- INV. _ ! I 59.2p F. k i 1410 _ 4-T2'MFx 75'H R.c•B. i 1410 967.95 •�� IEL P.C.C. P WYERT s B=28 I-VARIES. SSm4:1 ! TO BE t TO i PC. - SUCCESSOR • ACCEPTS FOR MAINTENANCE BE MIkINTAINED _BY AsaF18Y 1=1NI+4lJC1AL COMPANY, __. _ OR 00ESSEhtl. P"1°S _ 1AL ►t�1N ! t _ PROFILE SCALES i HORIZ. 1 "=40' 1400 ; t._ VERT. 1 -4 � _ _ , 1400 122 123 124 125 126 127 128 129 130 131 132 133 134 4 CONSTRUCTIUN NOTES AZ x ; Ki A NOTARIZED LETTER OF PERMISSION ACCEPTING 1 CONST• GRADE x c D CHANNEL THE SLOPE CONSTRUCTION AND/OR DRAINAGE IS a I *r 4 3,2 O R.C.B. CALTRANS STD NO Del W1 Ti4 PARAPET WALL AT EAST ENO PER oic u c�i n IN THE FlLES OF THE RNERSIDE/COUNTY DEPT. OF Q2 CONST. 12' W x 10.75' HPER 1L114elu ,.N U r, i W _ TRANSPORTATION. DATE OF LETTER -a C 10 7 03 Q INSTALL 3' CRUSHED SLAG BASE INSTALL GATE - LL 6' CHAT PER R.C.F.C.W.C.D. STD. No. IN01�� . � N UNK FENCE A -- ,. + j 1.5:1 A NOTARIZED LETTER OF ACCEPTING ® CONST. P.C.C. INVERT PER DETAIL SHEET No. 12. THE SLOPE AND OR DRAiNIK E IS MI THE FILES OF THE RNERSIDE MINTY DEPT. OF - 0 14' in N TRANSPORTATION. DATE OF LETTER 10-3-03 - N • 14 N ACCESS ROAD 14 �- i N 1n 13 { E 4 1 15 N CHANNEL R/W 'n ACCESS ROAD 13 2 N89'28 52"L 1j2 726 1 M 4 t /• ` > 12 _ SS=4:1 '- _zn. t O '- `SZA/1 �•33,07,,,W + 128 B N IT W o O 2:1 in _ 129 130 J + ilD N _ . 131 0 1+ _ 133 i = H N OL1 14 GA cn N _ N89'43 1 TW W SS-4:1 1 ~ _ t W n ACCESS ROAD a ui L�J ..W 2:1 ,o W 13 N N N Ln In ACCESS ROAD 13 O 7 14 •- ON Cl 009 L R/W 14 0 QQ ff i I 1 0 - + - n aD it �- t ' Z f' + m 4I DATA ' i Ox Z _ + C f2VE 1CD 4 r'_' ! ^ N U N W �J 04 58 R L Q •- Co , U 01 500.00' 43.34' W Z R� 105' R/W ` v) i # i H 04° 10'10" 500.00' 36-38 #4 0 HOOPS 12" + W 6' CH 525' S2.5' 6' CHAIN t2'a "Jr i t LINK FENCE LINK FENCE M CURVE DATA TOP SLAB - { 2 CLR. TYP. t F E GRADED CHANNEL 0.5' 15-3'CRUSHED 15'-3'CRUSHED 0.5' NO. RADIUS DELTA ARC 12'Wx10.75'H SLAG BASE 21.5' 14' 14' 21.5' SLAG BASE C1 55250' 04'SIf`01` 47.90 R.C.e N E E 4 16' 16 8' C2 447.50' 04110'10r 32.57' I 3-�M 6 CONT, ` 2x SLOPE 27L SLOPE . Under ound Service Alert �: Z 4;1 LINE DATA o a 9r _ 2X SLOPE NO. BEARING DISTANCE oR CITY OF PERRIS 301 µ' L1 N0031'08"W 133.70 3-#6 CONT. Call: TOLL FREE APPOVAL F L2 N89 28'52"E 80.00' 6" NORMAL 70 p INNER WALL Ni TiE °D i L3 N8533'07'W 374.16 PARAPET 1 - 8O0 ' L4 N89'43'17"W 671.52' r M' tso' tN' == SECTION O STA 131 +00.00 L5 N89.43'17"w 1204.44' EAST PARAPET 2 2 7-2 6 0 0 /Y. M. k0TUM TYPICAL FROM STA 129+71.52 TO STA 134+00.00 -,WALL DETAIL DATE• �� SCE: 1':10' APPRO VAL OF TR/S PLAN AY R/YERS/0E CO LINTY TRANSPORTATIOW SCALE: 1" = 40' TWO 1MOIZKIIrG DAYS BEFORE YOU DIG DEAAR7MENT/S fOR THE AREA W/TH/N COUNTY ROAD RIGHT Al.T,S.OP WAY y M.S. 3919 I P. No. 92 BENCFMAARK: REVISIONS "� ' Lahr + Associates Inc SEM can" COUNTY OF RIVERS RIVERSIDE Co�NTY ni CONTROL ROMIOLAND MlDP - LINE A PROJECT No- t �t `~" Flow" 4ns 'i. FWk D*m Ate! DER WATER C DISTRICT CHANNEL BRASS DNpc M1 TOP OF CONCRETE POST AT THE o E321� A vED BY: 4 O.S 10 CORNER OF ROUSE ROAD AND THE EASTERLY FRONTAGE ,�� '" ad �. � s>~-UN@ r� �-w�s � f FOR APPROVAL 9Y: DRAWING No. ROAD OF MY. 315; 17N.0 FEET EAST OF THE FRONTAGE M IIOAD; ttt.0 FEET SouTNwEsr of POwEIe POLE �x1 oosoE; : "°. ,�` PREPARED 8Y: �►�: • _ s 13.0 FEET sourN of ROusf ItO�AD: 1.o FOOT EAST of A F� � MD'Exp.�� ; ��/z� ��,/��/�/� ��ar.� ill 2 4-811 YA�ER POST; A BRASS DISK SET Ni TOP OF A CONCRETE , �'� IIEo W. ooEwoEs -d3 + A. R c.E. 339so STA.123+00 TO STA.1 + SHEET No. POST AND UAVAMD U.S.C. s G.S. L-312 RESET 1951 �`fa1 4h• .♦+ EXP. 6-30-06 DATE: s/YZ/oi DATE: 5 1 1 . 200� 34 ELEVATION 142LOa1 REF. DESCw!'T10N DiATE c�� c�� 2 S R.C.EJIe. 16.S2N EXP. DATE 9-30-OS W i } � _ _ _ 1430 1430 - z ,a. _ , _ 1-- J . i O - GROUND CHANNEL p s3 +Q r_ p ►� o _ .L. OF Tap - Q �=O f�0 f 0 i I } — 099 } �2S A 1425r 4A . it _ __ _ _ 2 CMIMNiE1. AGE 3 HYDRAULIC, _ - _ 1421. _ Q _ 'r 3 C f..s. _ 3 _ __ _ V . y �Efl 4Atam To � _ _ V = 13.5 f.ps. 1420 >�a _ e.fs. 5 Q1oo _ _ - _--_ 1420 -- ---- - - -- _ } �7 -_ CHANNEL _.QO -.__----- _ STAGE- 3 Q=127 CJ s. {t 230&3' LFA GRADED CHANNEL 918.57 LF. 9=28', Dw W&IIES, SS=4:1 8=22', D-VARIES, SS=4:1 0 Q _ 5D.8O .CO1 _ _ - - - __ _ 1410 ► DIM" ACTION AMA : _ 0 1410 SOSO LI . 4.. "s 'fit C. P. PIPE 14- GA. I TO 8E AEfl 6g1 IAL COMPANY INC. _FlI�IAfi� TO BE AWED R'1f ASHBY FINANCIAL INC. OR SUCCESSOR ACCEPTS FOR LN�ITH_ AC OR `SUC- UNTIL DIST. ACCEPTS F �AAIN1E14ANCE TO It py {� 4 _ $f _._-Ff- _ _T iiE.."#r'YFft�FFi' 9i' rbrTri�s - A f ? PROFILE SCALES i i w� s 4 HORIZ. 1 40 PR VERT. 1 =4' ! ; 1400 ± - 11400 134 135 136 137 138 139 140 141 142 143 144 145 146 Z z W z Z p LINE DATA CONSTRUCTION NOTES o � w w NO. BEARING DISTANCE O1 CONST. GRADED CHANNEL i m W bm N Z L4 N89:43'17"W 671.52' .t L5 N89 4317"W 1204.44 O INSTALL 4-280 S x 20" H C.M.P. PIPE ARCH, 14 GA. I 3 a o p t� A NOTARIZED LETTER OF PERMISSION ACCEPTING L6 NOO'22'51"W 105.00' © INSTALL 3" CRUSHED SLAG LASE o p M IL .� c ri a w THE SLOPE CONSTRUCTION AND/OR DRAINAGE IS . n h o - IN THE FILES OF THE RIVERSIDE COUNTY DEPT. OF L7 N89 431 rW 1270.05 + Jo o AI + o TRANSPORTATION. DATE OF -29-041270. ® INSTALL 6 CHAN! LMNC FENCE & GATE PER R.C.F.C.W.C.D. STD. No. M801 p AI . 2 w p ao _ LB N89 431 rW 1270.08 � �ao 1Da 1 16 Ma CHANNEL R/W 14 � � a � a 14' GATE it 14 CHANNEL R/W ✓/�� x 13 ACCESS ROAD N N 14' GATE O '� 13 ACCESS ROAD N - • _ ( 7 x 14219O � O x 1427.6 O W O E n a SS=4:1 35' 9 35' I I SS=4:1 TW O Z O Z o I 4 I X LipN - T / Z O Z _ 4 1.35 — 1 6 —1�7 1 — 1�8 — 1�9 1 0� - —1f1 — 1 2 143 1 4 1 _ 1 = t t I � Mm 1 I ® NOW4317"W 1 — — � k423.4 H m Q I , I 1 Q Q W �? SS=4:1 I ® I SS-4:1 w Q W (n W_ i I i LAJ N N V) V) ;� 13 ROAD 14 GATE ;� ACCESS ROAD 13 CHANNEL R/W 4 --4r® 14' - N 8--l"""O'CHANNEL R/W ISTING ST. IMP. _ 14 W m o II TR. 29113 x 142? Z wO X x142, .6 �� 1 a �; / p _j Z I I I Q 14 ._ _ R/W 105' / R/W x , 4' 3 0 L . ! 6' CHAIN 6' CHAIN N 1 •II LINK FENCE 52.5 525 LINK FENCE n + w i II l 0.5• STAGE 2 GRADED CHANNEL 0.5' X w a I Ih ! 15'N3"CRUSHED 11' 15'N3'CRUSHED 14 Av� c 11 I �'I I m 2 SLAG BASE I SLAG BASE 2 ;� l Underground Service Alert �W � O�� 2z slop 2x SLOPE ` E •9 CITY OF PERRIS 4'1 �E Z 2x SLOPE — Call: TOLL FREE APPOVAL FOR O _ _�� IN THE `� V �- � v 1426. I SECTION ® STA 141 +00.00 2 2 7—2 6 0 0 �• / r'IABIB M. MOM" APPROVAL OF THIS PLAN AY RIVERSIDE COUNTY TRANSPORTATION TYPICAL FROM STA 137+16.03 TO STA 146+00.00 SCALE• 1 = 40 DATE' 44V �• OEPARTiNENT/5 FOR THE AREA W/TKIN COUNT Y ROAO RIGHT SCALE: 1"=10' • ' •� TWO WORKING DAYS BEFORE YW DIG OF WAY ONLY. M.S. 3919 I.P. No. 030092 BENCFMIAAF�C REVfSIONS Lahr + Associates Inc �- ooumY COUNTY OF RIVERSIDE RIVERSIDE COU LOOD CONTROL PROJECT No. BRASS DISK a TOP OF CONCRETE POST AT THE �o E 'O t n.� �:: �.•�WAS TRANSPORTATION DEPARTMENT WATER DISTRICT ROMOLAND MDP—LINE A 4-0310 CORNER OF ROUSE ROAD AND THE EASTERLY FRONTAGE �o� . �� sM sN � �� ♦�� AP VED BY: RECOMMENDED FOR APPROVAL BY: DRAWING No. ROAD OF HWY. 395; 179.0 FEET EAST OF THE FRONTAGE M Mo. 1. _ _ CHANNEL N E L ROAD; 62.0 FEET of rolwEle roLF #x100e0E, n PREPARED BY: DATE: = -t STAGE Z W �. s-�o-os �, W Ho. c 30 ii/z t/r► 4-81 1 1 LO FEET SOUTH OF ROUSE ROAD; 1.0 FOOT EAST OF A ' �. 6-spa MANGER POST; A BRASS DISK SET Ni TOP OF A CONCRETE ;�, �e �3 +, .�� EXP�6-30-06 STA-1 +33950 SHEET No. POST AMID MANCED U.S.C. � G.S. L-312 RESET 1951 E iv�� ' FRED W. +r �+ v�//Z,/� DATE: 5- 1�-�� 34 00 TO STA.146+Q0 3 � 15 ELEVATION 1426.081 REF. DESCRlP'TKIIi DATE °� c��f LC.E.NO. 1 EXP. DATE 9-30-05 t&FCA�so DATE. 171AIM 1721f03 11/19/03 Z z IU 0. { D . GROUND O TOP OF - __.. C. OF CHANNEL CHANNEL _. 1430 _ � # _ _ _ -_ _ _ _ _ _ _ _ - - _ - - _ _ � 1430 1429: C G.B. 1428.57 EX. _12 G. WATER 6. _ _ sma.0Ot$ - - - S=O.QQ to _ _ _ _ _ _ :1;Z:o7 f1. _ 't 426.2 ©(. 2" GAS - _ _ _ - __ WOEL INVERT O C.L. HYDRAULIC DATA _ . RACMR _ _ __ _ _ _. _ _ __ t42 8� Ct STAGE 3 . . LL _ 1I 4 CONI Y LQCA F1ELII QIw - 3293 c.f.s. __ _CS)PtTRAIR :._ FIELD-_ _ OF. EXIST.__ _ __ _ _ _ _ _ _ V - 1-6.8 f.ps. VERIFY L OF EXISfi. D TI - NGINEER _ Q 3503 cf.s. _ _ 11_ _ _ ---- ------- + _. _ _ _ _ FUTURE. _ --____ _._ __ _ ___ __. _ 11�TR A1�EO- € fit OF.Ai�f' --_-,..,__ _ _ _.. V _ 135 f.p.m. OF ANY 11 ---- --- ---------------- _ - - _ -14 23 .7 -- T_-------- ---- _ - INVERT C.L._____ _ _ =0 _____�..._ .-_ _ �ECTIOAF AND _ _ _ _ _ STAGE 3 CHANNEL 1420 - - ____�_------ 57.71 LF.- 4- M x » H 14�.0 1420 343 89 LF.- GRADED PIPE ARCH 14 GA. 798.40 LF.- GRADED CHANNEL 9=22 , D=VMbM SS=4:1 8=20 , D- VARIES, SS=4: STAGE 2 -.- TO Q �4 cf.i. BE ir1AINTA1NEfl BY ASH9Y C ANY, NIC. IJQ BE UN M TO BE MA1NT�ifNED BY F?NIANCIAL COMPANY, INC. OR SUCCESSOR UNTM-DDT. AC T-M -.MAHVTEf i4N E OR SUCCESSOR UNTIL DIST. FOR MAINTENANCE PROFILE SCALES _ HORIZ. 1 -40 _- _ - - -- - - VERT. 1 -4 1 ,: 1 411 0 146 147 148 149 150 151 152 153 154 155 156 157 158 A NOTARIZED LETTER OF PERMISSION ACCEPTING THE SLOPE CONSTRUCTION AND/OR DRAINAGE IS A NOTARIZED LETTER OF PERMISSION ACCEPTING CONSTRUCTION NOTES A NOTARIZED LETTER OF PERMISSION ACCEPTING IN THE FILES OF THE RIVERSIDE COUNTY DEPT. OF w - 3 THE SLOPE CONSTRUCTION AND/OR DRAINAGE IS O1 CONST. GRADED CHANNEL THE SLOPE CONSTRUCTION AND/OR DRAINAGE IS TRANSPORTATION. DATE OF LETTER 03-29-04 z v Z IN THE FlLES OF THE RIVERSIDE COUNTY DEPT. OF IN THE FlLES OF THE RIVERSIDE COUNTY DEPT. OF O i �< TRANSPORTATION. DATE OF LETTER 03-29-04 O4 INSTALL 4-28 S x 20 H C.M.P. PIPE ARCH, 14 GA. TRANSPORTATION. DATE OF LETTER 12-08-03 N o� N `� o� © INSTALL 3' CRUSHED SLAG BASE / �_.• N d - t p it c o wp 4 INSTALL 6' CHAIN LINK FENCE & GATE PER R.C.F.C.W.C.D. STD. No. M801 y f - _ , V t W Z _ r �0 a 2 i 14 8 9 CHANNEL R/W 14 N r 1- 42 9,6 � aO.L iv 14 30.6 CHANNEL R/W _ M 'X ACCESS ROAD 13 4' GATE N 14' GATE in 13 f r C� p i 0 � ACCESS ROAD C� Of WOE ` o o o LtJC) O J + Z T ! � N SS=4:1 ' ' I I 35' SS=4:1 o Z 0 N SS=4:1 _J 4' U = 6 147 148 - 149 151 152 153 o - ,154 155 156 157 1 V tL0 _ r- 0 1 Q I 7"W •- Q iA �A H W o N N SS=4:1 0 i l/ ® SS=4:1 SS=4:1 H W N N '� 4 o v N f 14' GATE 429.9 iA ACCESS ROAD ACCESS ROAD 13 14� 13 i C4 14 CHANNEL R/W 3 T- ( Q-4- N 14 CHANNEL R/W EX. �=ENC-- -- �Jj i t --- R/W ,l 52.5' 52.5' GRADED CHANNEL 0.5' `j' 0.5 15 N3 CRUSHED 15 N3 CRUSHED X16' ��Q f 6' CHAIN SLAG BASE 25.5' 10' 10' 25.5' SLAG BASE uNK FENCE � x�5'� � � ' 11 6' CHAIN zlSLOPE LINE DATA 'Sc��C' ` Z i 1 LINK FENCE 2X SLOPE z 2% �I NO. BEARING DISTANCE �� I 4:1 < 4:1 Underground Service Alert Q I ' ! x SLOPE 2X sLOPE 9 � ! ' L7 N89'43'1 rW 1270.30' �� , { �; j .P� •EpORE L8 N89'43'1rW 1270.08' o' 40' oo' 120' 1A0' Call: TOLL FREE L9 N0o'15'38 W 105.00' j I N A, ;�, �r L1 o N89'43,1 rW 1260.24, �. SECTION ® STA 151+00.00 ry 1 8 0 0 L11 N89 431 rW 1260:02 TYPICAL FROM STA.150+01.60 TO STA.158+00 SCALE: 1' = 40' 227- 2600 I i I I SCALE: ' =10 APPROVAL OF THIS PLAN BY RIVERSIDE COUNTY TRANSPORTATION cx:. TWO WORKING DAYS BEFORE YOU DIG W YA�LYNT IS FOR THE AREA WITHIN COUNTY ROAD RIGHT OF M.S. 3919 I.P. No. 030092 BENCHMARK: � REVISIONS ' Lohr + Associates Inc SEAL couw COUNTY OF RIVERSIDE RIVERSIDE COUNTY FLOOD CONTROL PROJECT No. BRASS DISK IN TOP OF CONCRETE POST AT THE ts�Ess�O� U" Ate■ 4U13 My ft& DrIve *of MI TRANSPORTATION DEPARTMENT ROM 0 LAND M D P - LINE A 4-0310 �o t a� Tiw�d% " •2M woe v A. y 4? WATER CON DISTRICT CORNER OF ROUSE ROAD AND THE EASTERLY FRONTAGE �► t ti AP OVED BY• ROAD OF HWY. 395; 179.0 FEET EAST OF THE FRONTAGE ��' a W M 676- M F« M 686-eM .r'.�` y fo RECOMMENDED FOR APPROVAL VED BY: C H A N N E L ROAD; 62.0 FEET SOUTHWEST OF POWER POLE *X 1 OOsOE; No. 1652a z DATE: n � VDRAMIiNG No.1 1 � 12.0 FEET SOUTH of ROUSE ROAD; 1.0 FOOT EAST OF A EXP. 6-3o-os PREPARED BY. No. CE 33950 s S/� -��f��-�-- STAGE 2 8 g MARKER POST; A NA SS DISK SET IN TOP OF A CONCRETE *�,;� `e Exp. 6 30 06 D R.C.E. 33950 SHEET No. POST AND MABI= U.S.C. 9: G.S. L-312 RESET 1951 �. °F,v,�`f�' FRED W. DOERGES '�rrf f�♦o`! EXP. 6-30-06 DATE: �//z/os� DATE: 5- 17 -Z00q- STA.146+00 TO STA.158+00 4 � 15 ELEVATION 1429.061 REF. DESCRIPTION DATE �� R.C.E.No. 1652 EXP. DATE 9-30-05 °f C"t� .IN290171 DM/G.28172804 04/27/04 5.w .� a .t _ -. ___ w _ T Q Q. ti_ _ 1440 _ fl _ o 1440 I ®. I I ai Z s� I _ p f f _ n 4 + w + + _ {40 - _ .-. a CL IL .._.. . . . .. EX. GROUND O TOP OF C C.L.- OF _ _ ._ --- --- - - - 11111011 1 1. _ 1433.92 TOP OF CHANNEL r-_-_ __ . G.B. 1430 of c� 1432.00 1 ,430 FUTURE STAGE 3 t 427. ii _ t 427,6Q __ s STAGE 2 MR4ERT 4 C.L. -- -------------- t/ - ------- --___._ ____-_ - __ .... _._-�. . _. STAGE 2._CHANNEL - _ ! C.L.0 S 00?�----- - -. - - - 11 = 3293 c.f.s. _ ------ - -- ---------- __-__ Qi.� __ _ 4 . . _ ART O ;L. _____ __- .i .__ .. -_----------- _ _ 3 _ V = t6:8 f.ps• ------ -------------_.,.-- ---- __ STAGE 3 C� ST 2 S=II.0027 ._ __ _ _ __ _ _ _ + Z c.fs. STAGE 3 CHANNEL WAW O L. ( I00 31 � 10_fs. V t W.92' 1420DIP _18-40 1420 • 23 01 56.92 LF.- . 2-3e M.P� B='IV _VARIES. B=t D=== AAA _SSa�31 . SUCCESSOR_. UNTIL ,____ _ . _ SS�4,1 TO TO RE MAINTAINS ASHBY t"`tl51AN Wi COt 'ANY,_ INC. {R SUCCESSOR UNTIL BY DIST. FOR MAINT != .-._._ _ - PROFILE SCALES VERT 1 "=4' 1410 1410 158 159 160 161 162 163 164 165 166 167 WW 168 W 169 170 J Z W Z � W � z A NOTARIZED LETTER OF PERMISSION ACCEPTING z < -1 Z c� c� Z THE SLOPE CONSTRUCTION AND/OR D E IS z _ A NOTARIZED LETTER OF PERMISSION ACCEPTING G' ,-='J IN THE FILES OF THE RIVERSIDE COUNTYR DEPT:_ THE SLOPE CONSTRUCTION AND/OR DRAINAGE IS 6 -v -- ------ ---- TRANSPORTATION. DATE OF LETTER IN THE FILES OF THE RIVERSIDE/COUNTY DEPT. OF { �x. B�� - ---- _ o 0 TRANSPORTATION. DATE OF LETTER 12-08-03 I f' i+r- R o J]• p = - P a \ In a Lip., + V Q. .` _ �- i r /' j - k�. L!a'G.. O 010 i to 0 � O � a .- - � � . 434.8 :�� 00 - .! o IX �, CHAN L R/MI �_ i oa -__, CW4�INEL; �2/1N •- W. ACCESS ROAD 13 14 GATE I 1 GATE - s ry ACCESS ROADMR 13 O + PF O ., to r----- W O iA SS=4• `� r 35 _ in o` . O Q SS=4:1 o th SS=VARIES W O Z 35 SS=3.1 Q O J + Z s 159 o - _ j 2 - - r J + Z = 00 o N89' '17"W --- - - - O 1 y � Z �- .1 Q _ kn ! 1® - SS-4. --____ SS=VARIES SS=3:1 N ---- - LLI LLI � f- W i �_ � W (n � ;� 3 ACCESS ROAD 131 NO �'� 14' GATE I I 14' GATE ACCESS ROAD i 13 ^ 434.5 (n i t N ` - - E.X. r N CF�11rtdEl. R/W � -- _ -17 !� `6Y ��x+r . _ r ',a CHANN€L /W { _ 1 57" tO _ R/W 105' R/W 431 .4 - G '�� N 435.3 '? 04 x 1432.3 ro�yGt��°Q �20. I }20. 52.5' 52.5' - LINE DATA 6`ti 1��w,�0 a 40, ( " 0'S 3"CRUSHED GRADED CHANNEL 15' 3"CRUSHED 0.5 NO. BEARING DISTANCE CONSTRUCTION NOTES �x g�G y'- 4 3-7y a 15SLAG BASE 30.5' S 5' 30.5' SLAG BASE 6' CHAIN "� �w LINK FEN - L10 N89'43'17"W 1260.24' O1 CONST. GRAAA,6ED CHANNEL � Q�pc� :f z 6' CHAIN zl L11 N89'43'17"W 1260.02 3 INSTALL �36" C.M.P., 14 GA. Q 1 0 LINK FENCE 2 I I 2% SLOPE L12 NOOVW090W 105.00' O ' M \� v L13 N89'43'1 W 1258.98' © INSTAkt�3 CRUSHED SLAG BASE L14 N89'431 W 1259.02' © INSTALL 6' CHAIN LINK FENCE GATE PER R.C.F.C.W.C.D. STD. No. M691 f I ! 2% v 2X �Q I � � a Underground Service Alert I � ' x I \ FORE 1431 .5 r` v�E Call: TOLL FREE '' 13?.� ! ," \\� .PLA� < I I 0' 10 !0 120 too' _� �. SECTION O STA 165+00.00 1 - 8 0 0 _� -� { ; TYPICAL FROM STA.163+25.15TO STA.167+50.00 ;' SCALE: 1"=10' w 2 2 7- 2 6 0 0 � / '�� SCALE: 1 = 40 APPROVAL OF THIS PLAN BY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IS FOR THE AREA WITHIN COUNTY ROAD RIGHT OF C>C.r TWO WORKING DAYS BEFORE YOU DIG WAY ONLY. M.S. 3919 I.P. No. 030092 W ■ RIVERSIDE COUN FLOOD CONTROL PROJECT No. BENCHMARK: REVISIONS L0111' + Associates I n c SEAL COUMY COUNTY OF RIVERSIDE BRASS DISK IN TOP OF CONCRETE POST AT THE SOUTHEAST v��`OFEss'O�y� n 1aa+a �+■. D*M T„of E3810# TRANSPORTATION DEPARTMENT WATER CON DISTRICT RO M O LAN D M D P - LI N E A 4-0310 N CORNER OF ROUSE ROAD AND THE EASTERLY FRONTAGE !�" �.• Cm E+�w T«tnww. C.. •2i�0 �O 0 A. OTy��„ ROAD Of HWY. 395; 179.0 FEET EAST OF THE FRONTAGE N a %mve t. nt. m r��-rns r tc sa Fw o »! fo APP VED BY: RECOMMENDED FOR APPROVAL D BY: CHANNEL °RAVING NO. ROAD; 62.0 FEET SOUTHWEST OF POWER POLE #X100AOE; o No. �ss2s n 12.0 FEET SOUTH of ROUSE ROAD; 1.0 FOOT EASE OF A �. 0-30-os PREPARED BY. 0A No. cE 339so _ _ _ � � 4-811 Exp. 5-30-06 STAG E 2 MARKER POST; A BRASS DISK SET IN TOP OF A CONCRETE ��, �� - D¢ A. 0 R.C.E. 33950 SHEET No. o POST AND MARKED U.S.C. G.S. L-312 RESET 1951 �r� v �' FRED W. r �� EXP. 6-30-06 STA.158+00 TO STA.170+00 ELEVATION 1426.081 REF. of �F°� c��, � DATE: 5�/2/0� DATE: 5- 7-2 5 OF 15 DESCRIPTKk! DATE CAL R.C.E.No. 16526 EXP. DATE 9-30-OS °� JN280171 DWG.28172805 04/23/04 tax_j» J W z .►� � J + - - - 4Z Z W CZ _ �LLA W Z Z !! 0 Z © C3 I* A - # � t� _ __ __ _ _ LLI 1440 ( - - - # �In r as h m , n © o } l C.L. OF CHANNEL _ 1 440 04 P. CIV- . . OF - -- :_- -- _- _ - - - - - - W - _ - - - - - .' J V _ _ 1437.3 - _ _ _ +1437 1Q TflP OF I- G.B. G.B. 143 .E _ i . _. . - _ TOP OF C L _I � 1435.80 � 1436.20 G.B. _ GAL FUTURE _ H LINE .A-1 S 1430 N - 1430 S-0. ------ -- �430 142915 O \Lmm ------ CHANNEL t�T-- -- --��_---____ - tO - ----- _ _STAGE 3 STAGE 2 1NaE1�T-o C.L. _ _ __ � HYDRAULIC DATA STAGE 3 STAGE 3 q�N€RT O .L. O _ -_ _ __ 3100 c.f.s. _ - + • STAGE 3 L INVERT O C.L. 890 c.fs. QtoD tatoo = 3 c.fs. V 13.9 f.p.a. 04 V 16.8 f.p.s. ' 68.44 + . . CHANNEL B-16 7.5 SS 00 581.46 L.F. GRADED L B-30 , D YARIES, SS-3: CO . DIP SECTION 550.10 L. . GRADED NNE 3 1 P.- _ 68.44 L.F.- 2 - e.M.P..�14_sA. 1420 TO BE MAINTAINED BY HBY FINANCIAL COMPANY, INC. SUCCESSOR UNTIL DIST. AC EPTS FOR MAINTENANCE 1420 - r - PRO t L.E SCALES HORIZ. 1 -40 :�_ R VERT. 1 "=4' 1410 1410 170 171 172 173 174 175 176 177 178 179 180 181 182 A NOTARIZED LETTER OF PERMISSION ACCEPTING 40 I A NOTARIZED LETTER OF PERMISSION ACCEPTING - r THE SLOPE CONSTRUCTION AND/OR DRAINAGE IS IN i" , , THE SLOPE CONSTRUCTION AND/OR DRAINAGE IS IN = J THE FILES OF THE RIVERSIDE COUNTY DEPT. OF _ 0 - THE FILES OF THE RIVERSIDE COUNTY DEPT. OF;., z TRANSPORTATION. DATE OF LETTER 02 f TRANSPORTATION. DATE OF LETTER W _ SEE NOTE 25 SHEET No. 1 oo 14 it x, CHANNEL R/W 14 � ;k - 14 I 14 , - CHANNEL R/W 2:1 SLOPE MAX. 438.L ACCESS ROAD 13 14' GATE 1004 b ACCESS ROAD� N 14 GATE _ �`. O in in O M • W O Q M SS=3:1 \ I 3 I�� SS=3:1 '� N ` - - W O O ZOZ in 35' I N ZO J + - - - r 35 _ _ _ - - - - - - - ` --- - J + Z = O _ - - - - - _- - - - - - - -- - - = N � 1 - U � SS 3:1 1 � � 1 SS=3:1 N � _ Q nj p N 4 Q m < w ,n MAk AL 14 I �. W � U) ROAD I I V_ ACCESS ROAD 3 (o (n �n ACCESS13 14 GATE GATE x, ;436.15 f iv "` CHANNEL R/W 14 �r �O`r I 14 CHANNEL R/W 2:1 SLOPE MAX. . : 7 �� pQ' - w 14 ' CONSTRUCTION NOTES - 4 GEC" �. I ( ' F O m •�O �,� ,�4 p� L -I- - - ;J CONST. GRADED CHANNEL Q _ O3 INSTALL 360 C.M.P., 14 GA. rOxxroN�0�p+ 30' 30' 438.4 - ® INSTALL 3" CRUSHED SLAG BASE , N�k. C3 ©4 INSTALL 6' CHAIN LINK FENCE & GATE PER R.C.F.C.W.C.D. $TD. No. M801 R/W 105' R/W O�QQp� - 52.5' 52.5' Q 0.5' » GRADED CHANNEL -- -- -- 15 -3 CRUSHED 15 -3 CRUSHEDJ 0.5 I O LINK FENCE 2' SLAG BASE 30.5' 5' 5' 30.5' SLAG BASE 6' CHAIN LINE DATA u J LINK FENCE N0. BEARING» DISTANCE 2x S� zl 2% SLOPE Z L13 N89'4317 W 1258.98 ''z � d Q L14 N89'43'17"W 1259.02' --, Underground Service Alert L15 NOO'09'34"W 105.00' EpORE L16 NOO'09'34"W 107.00' _ ` Call: TOLL FREE 2x v 2x L17 N89.29'23"E 1275.7T _ L18 N89'29'23"E 1277.19' 0' 40' at0' In, 1w 1 - 800 ' 227- 2600 SECTION ® STA 175+00.00 SCALE: 1" = 40' TYPICAL FROM STA.170+00.00 TO STA.175+55.34 APPROVAL OF THIS PLAN BY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IS FOR THE AREA WITHIN COUNTY ROAD RIGHT OF TWO WORKING DAYS BEFORE YOU DIG SCALE: 1"-10' WAY ONLY. M.S. 3919 I.P. NO. 030092 BENCHMARK: REVISIONS i Lohr + Associates I n C SEAL c ouNTY COUNTY OF RIVERSIDE RIVERSIDE COUN LOOD CONTROL PROJECT No. BRASS DISK IN TOP OF CONCRETE POST AT THE SOUTHEAST 1 Essi°,� U.w n.RAR. us/s N+o. � a*» TsoF Ess,o4, TRANSPORTATION DEPARTMENT RO M O LAND M D P - LINE A 4-0310 o t o A. � WATER CON DISTRICT CORNER OF ROUSE ROAD AND .THE EASTERLY FRONTAGE t� �► Cm E"�"' T� C '�"0 t�' `�^ A P P R E D BY: CHANNEL A N N E L ROAD OF HWY. 395; 179.0 FEET EAST OF THE FRONTAGE y o M toy 670-OM Fit M �'� « ~o RECOMMENDED FOR APPROVAL VED BY: DRAWING No. ROAD; 62.0 FEET souTINMIEST of POWER POLE #XlooeoE; n N0- '�� PREPARED BY' DATE: " ��- STAGE 2 4-811 W El(r. t-30-05 �, • W NO. CE 33950 12.0 FEET SOUTH OF ROUSE ROAD; 1.0 FOOT EAST OF A •� " Exp. 6-30-06 ' MARKER POST; A BRASS DESK SET MI TOP OF A CONCRETE *��, �� - K A. 0 R.C.E. 33950 SHEET No. POST AND MARKED U.S.C. & G.S. L-312 RESET 1951 o��' FRED W. DOERGES ma's �� EXP. 6-30-06 r7 ELEVATION 1426.081 REF. DESCRIPTION DATE or CAL0 f cA��F DATE: S�Z�Oc�_ DATE: 5 ' I "z004 STA 170+00 TO STA 182+00 6 OF 15 R.C.E.No. 16526 EXP. DATE l-30-05 JN230171 DWG.28172806 04/23/04 tax m_j J taJ J J Z -J C?.ZZ t9Z Q J p n I i 4J Z W Z �. Z LLI +� l to t p © -- r _ _ - _ 6 � Qv � �v _ 00 + + a + t + ao EX._ O _ _ . - _ 1 _ _ - - __ _ _ - © n o r, as ,n + to a© a I _ C.L. OF C EL n 14 _ -- - - ._ _ - - - t 437.3 --� _ _ _ 1.437.10 _ H TOP G.B. 143 .3fl TOP OF CHANNEL Q 6.$. 1435.80 , 1436.20 G.B. FUTURE _ - N - N 14-30 _ _ :. -- ------- ------- ------------ 1429.1 5 ----- 14 .92 _ .L._ 0.0027 _----- T------- ---- ----------- - G.B. _ - � 28 STAGE 2 CHANNEL INVERT 0 STAGE 3 STAGE_2 IN�'€RT O C.L. HYQRAULIC DATA STAGE 3 CHANNEL gNVEMT � .Ia 0 1426.T6 - - - - _EMRAULIC - - Qtoo 3100 Cfa + Qt°o 293 r fs. STAGE 3 INVERT @ C.L. 8g0 c.fs. _ _ _ _ _ _ __ _ _ _ V = 13.9 f .a. _ N V 16 8 f.p.s. ' 00 68.44 581.46 LIr.- GRADED - L 8=30 , ©=1FAR S, SS=3; DIP-SECTION 550.10 L .- GRADED CHANNEL 8=10', D 7.5', SS=3:1 68.44 L.F.N _ 2— e:M.F.-14 Gd4. 14 __. __ _-_ _ - _ _ _ _ - _ _ _ _ -__ _ _ _ __ _ _ _ - _ _ _ __ _ _ _ _ _ _ _ _ __ ACCEPTS �R MAINTENANCE 1420 2 0 TO BE M_ WNNED BY HBY FINANCIAL COMPANY, INC. SUCCESSOR UNTIL DIST PROFILE SCALES - - HORIZ. 1 40 1410 - __ __ __ __ _ _ __. - t 1 _ 1410 170 171 172 173 174 175 176 177 178 179 180 181 182 A NOTARIZED LETTER OF PERMISSION ACCEPTING � I A NOTARIZED LETTER OF PERMISSION ACCEPTING.: - THE SLOPE CONSTRUCTION AND/OR DRAINAGE IS IN ;' ` THE SLOPE CONSTRUCTION AND/OR DRAINAGE IS INTHE FILES OF THE RIVERSIDE COUNTY DEPT. OF 0 ` THE FILES OF THE RIVERSIDE COUNTY DEPT. OF` Z TRANSPORTATION. DATE OF LETTER 02-27-OAK` TRANSPORTATION. DATE OF LETTER w _ 14 SEE NOTE 25 SHEET No. 1 -; N ,� CHANNEL R/W 14 � - CHANNEL R/W 437.3 .2 14 I I 14 2:1 SLOPE MAX. 01 to ACCESS ROAD 13 14 GATE I N �1 N 14' GATE to; ACCESS ROAD 13 00 � 14 F 00 � in in \'�. Ki , W 0 Q � M SS=3:1 / I 3 I�� SS=3:1 'n W 0 O Z_ 0Z in E, 35' 35' N ZOZ J � - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - }-- = N � SS=3:1 'n 1 00 !n C4 O SS=3:1 / ® N Q M I/ 1 'n N �,� Q W ~ W 14 I � < W in ACCESS ROAD 13 I I GATE ACCESS ROAD 3 (n (n 14 GATE AL I 2:1 SLOPE; MAX. x r N x CHANNEL R/W 14 �i CHANNEL /W 4 ~-- I I 14 CHANQ R 1 Q i m 14 CONSTRUCTION NOTES 14" G �� P� I CONST. GRADED CHANNEL �d,�h• h Q" Q O3 INSTALL 36 C.M.P., 14 GA. Xxro��G�� 30' 30' O - © INSTALL 3" CRUSHED SLAG BASE 'u INSTALL 6' CHAIN LINK FENCE GATE PER R.C.F.C.W.C.D. $TD. No. M801 • \ R/W 105' R/W So�Q p� 6 -- W 52.5' 52.5' Q � O 0.5' 15'-3"CRUSHED GRADED CHANNEL 15'-3"CRUSHED 0.5 I J LINE DATA LINK FENCE 2' SLAG BASE 30.5' 5' 5' 30.5' SLAG BASE 6 CHAIN LINK FENCE ~ NO. BEARING DISTANCE 2X SLOPE " 2% SLOPE L13 N89'43'170W 1258.98' • zl Q L14 N89'43'17"W 1259.02' Underground Service Alert = I L15 NO00091340W - 105.00' '__- - Y _ 3 v 3� L16 NOO'09'34"W 107.00' EFO R E � Call: TOLL FREE 2X v 2X L17 N89'29'23"E 1275.7T PLAN L18 N89'29'23"E 1277.19' o' 40' oo' t>so' too' 1 — 800 22 7- 26 00 SECTION o STA 175+00.00 SCALE: 1 = 40 TYPICAL FROM STA.170+00.00 TO STA.175+55.34 APPROVAL OF THIS PLAN BY RIVERSIDE COUNTY TRANSPORTATION TWO WORKING DAYS BEFORE YOU DIG SCALE:, 1"=10' DEPAWAY oRTMENT IS FOR THE AREA WITHIN COUNTY ROAD RIGHT OF M.S. 3919 I.P. No. 030092 ES ' Lohr + Associates Inc SEAL comes COUNTY OF RIVERSIDE RIVERSIDE COUN LOOD CONTROL PROJECT No. BENCHMARK: REVISIONS s BRASS DISK IN TOP of CONCRETE POST AT THE SOUTHEAST �� S'0'�j LOW �� 4W13 Ow. Pwk � TsoF Ess,o� TRANSPORTATION DEPARTMENT ROM 0 LAND M D P — LINE A 4-0310 LL �o aM TOrAWAG, QL s2M �o �o A. oT .,� WATER CON DISTRICT CORNER OF ROUSE ROAD AND"THE EASTERLY FRONTAGE I ti A P P R E D BY. ROAD OF HWY. 395; 179.0 FEET EAST OF THE FRONTAGE � '� SwIveM"� Ph. 90� gs-SM Fm soy M- m �'"� �y soRECOMMENDED FOR APPROVAL VED BY: CHANNEL DRAWING No. ROAD; 62.0 FEET SOUTHWEST OF POWER POLE #X10080E; N0. 1S2` PREPARED BY: DATE: n — ��L4-- 4-81 1 W EXP. �-�-� STAGE 2 12.0 FEET SOUTH OF ROUSE ROAD; 1.0 FOOT EAST OF A •� � � ' E, .6 3090�6 ' � � - - - K A. 0 R.C.E. 33950 MARKER POST; A GRASS DISK SET Ml TOP OF A CONCRETE *ter �� H SHEET No. a POST AND MARKED U.S.C. & G.S. L-312 RESET 1951 '��. d FRED W. DOEROEs �r+T ♦+�! EXP. 6-30-06 rj - �- ,2OOq-- STA.170+00 TO STA.182+00 of �E F o DATE. S�Z�O�_ DATE 6 OF 15 s ELEVATION 1426.061 REF. DESCRIPTION DATE °A� R.C.E.No. 16526 EXP. DATE 9-30-05 of cAt�F JN280171 DWG.28172806 04/23/04 _ W LAJ� J Z W -i , Z Z w z J wz zZ '� z a LLI ,� I q1t ; - - <� ? i - pU. t o Sao as �+ + � _a� _ �- -_ __ _ _ _G _ I 0. 1440 �, - ,.., #. - a 15fz i C.L._ OF C . L 1440 N za- - - _ - - - - -- _ _ 1437.3 V 1.437.10 TOP OF G.B. _. _ 14:� .30 _ _ G.B. a TQP of C Q _ 1435.80 , 1436.20 G:B. I FUTURE II LINE A-18 -- S=0.0027 ----- - ------ - _ 1430, O ---- 1-42SS& 1428.92 1429,15 STAGE 2 CHANNEL INVERT. • L __------- - _ -_ _ _� ---_�. --_ ------ _ __--------------. G.B. • -_--_- - STAGE 2 STAGE 3 O O STAGE 3 . STAGE 2 INVERT Q C.L. HYDRAULIC DATA _STAGE 3 CHANNEL 'INVERT OW.L. O _ HyEFm"UCQaA _ _ _ _ __ STAGE 3 INVERT O C.L. 896 C.f.- STAGE S. 0100 3100 c.f,s. txoD 320 c.f.s. _ _ - _ _ V = 13.9 fps. _ - __ . _ _ . _ CO V 16.8 f.p.s. 68.44' 581.46 L�F.- GRADED �30'. D�V,ARIES. 55=3: DIP-SECTION 550.10 L. .- GRADED CHANNEL B=10', D 7.5', SS=3:1 ._. __ 68.44 L.F. 1420 _, _ _ _ _ _ - _ _� __ _ __ _ _ _ _ _ ___ _ __ _ _ _ __ _ _ _ -_- _ To BE MAINTAINED BY H BY FINANCIAL COMPANY, INC. SUCCESSOR UNTIL DIST. ACCEPTS FOR MAINTENANCE 1420 ff - PROFILE SCALES - -- - —_ HORIZ. 1 40 VERT. =4 1410 1410 170 171 172 173 174 175 176 177 178 179 180 181 182 A NOTARIZED LETTER OF PERMISSION ACCEPTING I A NOTARIZED LETTER OF PERMISSION ACCEPTING THE SLOPE CONSTRUCTION AND/OR DRAINAGE IS IN THE SLOPE CONSTRUCTION AND/OR DRAINAGE IS IN = THE FILES OF THE RIVERSIDE COUNTY DEPT. OF - THE FILES OF THE RIVERSIDE COUNTY DEPT. OF', z _ TRANSPORTATION. DATE OF LETTER 02 TRANSPORTATION. DATE OF LETTER m _ SEE NOTE 25 SHEET No. 1 14 iv , s CHANNEL R/W 14 �� ;; ` 135- [ID7( 14 CHANNEL2:1 SLOPE MAX.ACCESS ROAD 1314' GATE N �1 N 14' GATE .Ty T ACCESS ROADO - O O � ;n IF IF O �w 0 Q In M SS-3:1 I 3 I�� SS=3:1 '� N0Z 04 + Z A 35' Z Z O - - - — - - - - _3+00toSS=3:1 1 SS=3:1H- I I� ' w � Qw 14 -: MQ cn w I ACCESS ROAD 3 ACCESS ROAD 13 14' GATECAM . y 2:1 SLOPE,` MAX. v�,ti ,�N CHANNEL R/W �I i 14 CHANNEL R/W � ' , - _ ke ,7 G.�s��oo m 14 CONSTRUCTION NOTES ,ey0 CONST. GRADED CHANNEL M �d�y� INSTALL 36" C.M.P., 14 GA. �Ox rot�k.,�0� © INSTALL 3" CRUSHED SLAG BASE x 5 G 30 30 F,4 1 R/W R/W SvQ ��, 6 O4 INSTALL 6' CHAIN LINK FENCE �c GATE PER R.C.F.C.W.C.D. STD. No. M801 105 p��p Ld ___ --- 52.5' 52.5' Q 0.5' 15,N3•CRUSHED GRADED CHANNEL 15'-3"CRUSHED J0.50I -j 6' CHAIN 2' SLAG BASE 30.5' 5' 5' 30.5' SLAG BASE 6' CHAIN w LINE DATA LINK FENCE LINK FENCE NO. BEARING DISTANCE 2X SLOPE w 2X SLOPE Z L13 N89'43'17"W 1258.98' °'' fir' it ,, I Q L14 N89'43'17"W 1259.02' - a J Underground Service Alert 3 v 3•� L15 NOO'09'34"W 105.00' FORE r L16 NOO'09'34"W 107.00' Call: TOLL FREE 2X 2X L17 N89'29'23"E 1275.77' PLAN �- L18 N89'29'23'E 1277.19' w 40' s0' 120' 140, $ 1 — 800 ' 38, 4 22 7- 2 6 0 0 SECTION O STA 175+00.00 APPROVAL of THIS PLAN BY RIVERSIDE COUNTY TRANSPORTATION SCALE. 1~ 40' TYPICAL FROM STA.170+00.00 TO STA.175+55.34 DEPARTMENT IS FOR THE AREA WITHIN COUNTY ROAD RIGHT OF TWO WORKING DAYS BEFORE YOU DIG SCALE: 1"=10' WAY ONLY. M.S. 3919 I.P. NO. 030092 W i Lohr + Associates O C I a to S IncRIVERSIDE COON LOOD CONTROL PROJECT No. BENCHMARK: REVISIONS SEAL COUNTY COUNTY OF RIVERSIDE BRASS DISK IN TOP OF CONCRETE POST AT THE SOUTHEAST �a°FEss�o,� � P�ft 43513 NdW � 0*m esoFEss�a� TRANSPORTATION DEPARTMENT RO M O LAND M D P — LINE A 4-0310 LL CORNER OF ROUSE ROAD AND.THE EASTERLY FRONTAGE ,��° �z aA w Tswww % C'• 92�so W��°moo�• °'y�y`�� A P P R E D BY• WATER CON DISTRICT ROAD OF HWY. 395; 179.0 FEET EAST OF THE FRONTAGE c_ � � �" „o. sn-s F.� s� -ems ' y o RECOMMENDED FOR APPROVAL VED BY. CHANNEL DRAWING "°' ROAD; 62.0 FEET souTFnlvEST of POWER POLE fX1 oosoE; S EX"P. 6O. 1_02� PREPARED 9Y: DATE: W No. CE 33950 r" 9 �� «-� - STAGE 2 4-811 g 12.0 FEET SOUTH OF ROUSE ROAD; 1.0 FOOT EAST OF A .c Exp. 6-30_06 I MARKER POST; A BRASS DISK SET MI TOP OF A CONCRETE *�; +�� "D¢ �r `! K A. 0 R.C.E. 33950 SHEET No. POST AND MARKED U.S.C. 9t G.S. L-312 RESET 1951 �� r� cFICA`\E°� FRO W. D ER%S ''�oFcA``fo♦.� EXP. 6-30-06 DATE: 5�Z�4 DATE: 5 - i ( - 200q- STA.170+00 TO STA.182+00 g OF 15 ELEVATION 1426.061F• R.C.E.No. 1 6526 EXP. DATE 9-30-05 B JN280171 DWG.28172606 04/23/04 � ___-__ _- i , fi i i i ; 1450 a 1450 i Z C.L. OF CKANK T i I 1 i f i f r 1 i - — } - - -- _ l _ t _ l _ -_ 1440 _ _ -- -- - - - - - - 1440 0 TOP OF - i , r } y ! Y ! + s I { i { S=(1.0027 i 1433.2 1 _ i I 1430 _ _ _ — _ _ _ _ _ 1430 i GE 2 CMAN — .__I C.L. a ! - — - ' STAGE 3 1 - 3101 c. , { I' % � V 13.9 f.p.s. I S 12. I I f � _ � G1�DEfl- 1-�WNE�L fl•7.�, �3:1_. { _ 1 BEN� COMPAN' . INC. S UNTIL F.- fM1It�1TE�IAME _.__ _- ---_: _ _ __ ____. .._ _- � � � _ _ _ : _ _ _ _. _ __ - ,: _ _ FILE SCALES t I I i _ __-- __ �_ .__ ___�_ ____ ____� ___ _- HORIZ_ i } 1420 _ VERT. —4 - 1420 182 183 184 185 186 187 188 189 190 191 192 193 194 A NOTARIZED LETTER OF P MI ION ACCEPTING o A NOTARIZED LETMR OF PERMISSION ►CCEPTING _ _ _ CONSTRUCTION RRANI THE SLOPE CONSTRUCTION OR DRAINAGE IS CONSTRUCTION NOTES I O THE SLOPE CON , UCTION AND/OR D NAGE IS \ IN THE FILES OF THE RNERSI COUNTY DEFT. OF -- 1 CONST. ,-` _ IN THE FILES OF/THE THE RIVERSIDE COUNTY DEPT. OF TRANSPORTATION. DATE OF 'SETTER 0 I o � � TRANSPORTATION: DATE OF LETTER SEE NOTE 25 SHEET No. 1 ® MISTALL 3" CRUSHED SLAG BASE ;. I i SEE NOTE 25 SHEET No. 1 w MrSTALL 6' CHAIN LINK FENCE Jt GATE PER R.C.F.CA.1P.D. STD. No. M801 '� , 4�,= r, CHANNEL R/W z I i _- 14 I ! _ 4 ----'- v 2 1 SLOPE Z m r `r - - _ _.L 2.1 SLOPE w W----------CHANN W ' ,44 -4 ; ., 0 14 ' . z O �D _ ACCESS ROAD in 13 I ACCESS ROAD`, 13 r' O DO �? 66 WOO ----_ - ---- I N W O O SS-3:1 `� Z Z C-41 ~. = NH �. = � H Q ° in 'n 1 SS=3:1 J _ 1 i 44�'.2 iA N Q Q W - �_ M N L19 i I L19 ,h Q W � W SS 3:1 a HW ACCESS ROAD13 ACCESS ROAD; 13 ' NIA { , � w _AL 14 _ I �_ _ L21 z 440. - - z CHANNEL R/W 14 �� 0 _ ' i CHANNEL R/W w w o m � 0° 2:1 SLOPE r �� oa I— 2,1 SLOPE y i--a - . z i , V - > I Q " 442.8 v LINE DATA 107';' �, I N0. BEARING DISTANCE ':444.7 - _ - 1445 R 53.5' 53.5'` ,, R/W „ I L17 N89'29'23"E 5.77' �. 0.5' GRADED CHANNEL 0.5' v� o I Z Q L18 N89'29'23"E 12 .19' 6' CHAIN 6' CHAIN x Z 16' Q L19 N00'55'07'W 107. ' LINK FENCE 11 15-3 CRUSHED 22.5 5 5 22.5 15-3 CRUSHED 11 UNK FENCE gyp°' x U) w SLAG BASE SLAG BASE 20 60 L20 N89'29'23"E 1319. ' 1' BENCH JI 1' BENCH ' L21 N89'29'23'E 1318.84 Cq ` .. 27� SLOPE Z 27i SLOPE a Underground Service Alert = 2:1 SLOPE _ 2:1 SLOPE 3 3 4 I PER D1 - SEWER � ) 1444,5 h EfORE PUN Call: TOLL FREE 2X d 2x - - 144Z.0 ,_ 0� ,Q' i0' 1 — 8 0 0 SECTION O STA 185+00.00 2 2 7— 2 6 0 0 TYPICAL FROM STA.182+00.00 TO STA.192+00.00 �: 1" _ 40' SCALE: 1'-10' APPROVAL OF THIS PLAN BY RIVERSIDE COUNTY TRANSPORTATION w_ DEPARTMENT IS FOR THE AREA WITHIN COUNTY ROAD RIGHT OF TWO WORKING DAYS BEFORE YOU DIG WAY ONLY. M.S. 3919 I.P. N . 030092 w BENCHMARK: REVISIONS ' Lohr + Associates I n C SEAL coo mw COUNTY OF RIVERSIDE RIVERSIDE CO LOOD CONTROL ROM 0 LAN D M D P — LINE A PROJECT, No. BRASS DISK IN TOP OF CONCRETE POST AT THE t�oFEss,°,� w �rmuft 4n1j �.• � a*» ��oFe::,o�, TRANSPORTATION DEPARTMENT 4—�310 N o t o �►. o + WATER CO DISTRICT o �' CM ENOM IN T"""'e'' G' ''"'" e�` ti APPR ED BY: CHANNEL F CORNER OF ROUSE 1lOAD AND THE EASTERLY FRONTAGE t � � � ff ROAD OF HWY. 395; 179.0 FEET EAST OF THE FRONTAGE h s a ��' �• F"� tee �'�� +� os RECOMMENDED FOR APPROVAL D BY: C DRAWING PREPARED Y STAGE 2 ROAu; 62.0 FEET of POWER POLE #xlooeoE; W •*' DATE: n _ (.._ 4-811 W No. c 33950 .� 12.0 FEET SOUTH OF ROUSE RQAD; 1.0 FOOT EAST OF A * * - ¢ E"p. a-30-0a A. 0 C E. 33950 �� FRED W. DoaoEs +r EXP. 6-30-06 STA.182+00 TO STA.194+00 MARKER A BRASS DISK SET Ni OF A COIiCRETE �� SHEET No. o -POST AM MARKED U.S.C. t G.S. L-312 RESET 1951 � � `fc1� 'rt o♦�' DATE: r2' DATE: S"��"2O� 7 15 ELEVATION 1426.061 REF. DATE C�� R.C.E.No. i 6526 EXP. DATE 9-30-M of CA � JN280171 M.2i M07 04/27/04 p ti7 pGL NLl " ---- ---- -"- -- -- - ._.._ --- _ - - - 1450 + TOP 450 - - _ _- 1450.40 ©c, - _ G.B. ---- ---- �- ------ - -- _ SAVO --� _-_---- -_----__ __.TOP OF T44i.1.4 _ STAM--2 - _INVERT-O C.L - 1440 - 1440 __ - _ 1441.49 FUTURE It 110 - STAGE 3 GIfiL - -- _ SWG ---_ _- __.__ _ :__ __ . :- _. _ ._-____ . _ _ :_ _ _ - _ __ .. __ __. -__ __ _. _ .___ _ _ . -: - - - G.B. _ 2419 cf.-s. - : V .17.5 f 37 OM = 3101 cl.s. 356.08 f. BID_01A1 _._ _ 420: t.: £1-iANNEL _:-_-_--- --- -----_____ __.___ ___- _-_ -_ -___ ___-__ 8M7 ._ _ _ _ _ __ - _ _ _ _ __ __- _ _ ___ - 13 _D=YARD_ .1 - PROFILE SCALES _ HORIZ. 1 =40 __ - _ - _ __- _ - _ ._ __-__ _. _ _ _ _ ___ __. _ __ __-_ VERT. TO w �� - ��'. 11�. OIL 1420 _ 4 = - 194 195 196 197 198 199 200 201 202 203 ., r: CONSTRUCTION NOTES A NOTARIZED OF PERMISSION ACCEPTING a � A NOTARIZED LETTER OF PERMISSION CE i1NG �~� W ! I f+ THE SLOPE C UCTK�I AND/OR DRAINAGE IS '�� THE SLOPE CONSTRUCTION AND OR EIS z ( t Ot CONST. GRADED CHANNEL / IN THE FILES OF E F'�JIERSIDE COUNTY DEPT. OF j ` w IN THE FILES OF THE RIVERSIDE CO PT. OF i , » TRANSPORTATION. DATE OF LETTER ( ' ' Z TRANSPORTATION. DATE OF i 1 000 Z i I j I © INSTALL 3 CRUSHED SLAG BASE SEE NOTE 25 SHET N0.1 / ��, SEE NOTE 25 SHEET No.1 ;' � ;` � �� a j' �t, g �� l IOU- o „ ` O4 INSTALL 6 CHAIN LINK FENCE do GATE PER R.C.F.C.W.C.D. STD. No. M801 I - r r '-�`� �'` 4 �'r i l ) " +0 OIL +rW--jLOL \�`\,.�'' //f r�' \ �. , � "- I W ~" �' , .;J- J J � N89'29 23 1319.38 w z� 1 J W f- � 448.2 ;r ,r ) T 1446.4 n - W if 3 2:1 SLOPE I /j CHANNEL R/W 14 ( 2:1 SLOPE / } J. " ` j I p in in 13 ` ! 'r� j I" ,j` a f'� 13 ACCES ROAD \ 14� GAVE u I N i o �� t o Z Z cr SS=3:1 -�/ r� j N �\ SS=3:1 - - 1 ti w In N89'29 23 �• i ,� Q in SS ;4 N SS=3.1 > / / 1448.8 , w IOU - �' / 13 ACCESS ROAD 1 GTE j ai ,n 13 ;1 \ ti 14 __rs 14 2:1 SLOPE R/VII X 14 N89'29'23"E 1318.84' } ; v W !` Rey 1 BENCH ..�s'`. // 10T R W � ` i j ` \ l A ; I i m W $ ) ,� 1J �') �j `� l`;�\ 446.3, 53.5' {� �� 53.5' i N ) , x \ .i -i ( AIN 6 CHAIN 15'-YCRUSHED �, 1SLAG BASE .O k LINK FENCE 1445.3 N \jj 1-� J :� J ! ! ` \ UNK FENCE SLAG BASE GRADED CHANNEL 0.5 26' 22.5' 5' 5' 22.5' 26' 0.5 1' BENCH 2X SLOPE 1446.E x z SLOPE .� 1' BENCH (, a Underground Service Aler -. Zx� ti• ASPH Call: TOLL FREE ` �,.~ II, % , i/ r� PUN Q ;`1 -800 TION O TA 1 + .00 i �/ NEI TYPICAL FROM STA 194+00.00 TO STA 198+30.00 APPROVAL OF THIS PLAN BY RIVERSIDE COUNTY TRANSPORTATION SCALE. 1 = 40 �� TWO WORKING DAYS BEFORE YOU DIG SCALE: 1»=10' DEPARTMENT Is FOR THE AREA WITHIN COUNTY ROAD RIGHT of M.S. 3919 I.P. No. 030092 BENCHMARK. REVISIONS LOT + Associates I I'1 G SEAL c�uNnr C 0`(MY OF RIVERSIDE RIVERSIDE COUNTY FLOOD CONTROL PROJECT No. ki 0# TRANSPORTATION DEPARTMENT ROM 0 LAND M D P LINE A 4-0310 BRASS DISK MI TOP OF CONCRETE POST AT THE SOUTHEAST e�°F 1,ww 4�t3 F+NIc aM, �oF Ess/ _ o t o A. s WATER C N DISTRICT CORNER OF ROUSE ROAD AND THE EASTERLY FRONTAGE t� �► Co. � �� 'I' �' A P P R E D BY: ROAD OF HWY. 395; 179.0 FEET EAST OF THE FRONTAGE y o ' P40 � SN-. ��' fo RECOMMENDED FOR APPROVAL D BY: CHANNEL DRAWING No. ROAD; 62.0 FEET SouTHwEST ot< POWER POLE *xloosoE; W E � PREPARED Y: o�►TE: W No. c� &mw 2 �? . 12.0 FEET SOUTH OF ROUSE ROAD; 1.0 FOOT EAST OF A a _ '� . 6-30-06 " �� ' XSTAG E 2 -811 -� A. 0 R.C.E. 33950 MARKER POST; A BRASS D�IC SET IN TOP OF A CONCRETE �'�r �! FNED W. DOEROEs +r •�' EXP. 6-30-06 SHEET No. POST AND MARKED U.S.C. t G.S. L-312 RESET 1951 E �d ' ,T� o♦� DATE: �5fi�/ DATE: 5- 17-2004- STA.194+0© TO STA.202+50 8 of 15 ELEVATION 14MOBI REF. DC8CRIPTiON DATE °�' CA�� R.C.E.M�. 1 iS2B EV. DATE 9-30-05 CA . 1� DWC.281728 a 04/z7/044�- T t - V.C. . � 25' V C ..� 2V V:£. 25 V.C. i i n Z o P1=30.00 PF-28.77 2&77 T4w3&00 ' Z ar x f'T3 X ! 1435 , - m W v n 1435 c, v I i k,i I t p Q ev _ _ _ _ tat -_.. m EL_ !. t ; __ �, a , fie} .• U 2 { I { 2 ; �?'A 100 f 1 Q _ __ X. E MX I1: 1� � 1� M. • � _ _ T • Q 1 _ E F O O ♦ _.p- -- © 0 Q O O p p O : O M n G I' M3 Q�p a o 4 4 0 o m 2 ,� © '� 0° C.L. OF STREET - ^ o, h ©, EX. .0. O ! O f� • N • N O .L!i 4 11 .r pr3 r p . p Q y+� M ./� y��` KK�� yy�� a t C.L, taF 11•RE1=T ::. � � r N r N 17 r • N N ,� N �i. N 1� 4 f j � � �i � W � 4 4 Of N.�} M. h # z 4 Q N 4 h. 4 A :: r f'`I - N? # f0 1A 1 • ♦ N ♦ N ♦ N M: ♦ N N? 4 po pti 4 4 4 4 4 +oD Qf aD _ _ IA rA # _ t!+L__. { -,r YV f Cal. t'4f t'S[ N N ♦ t' # N_ ♦ N '#• i t` ♦ r s y� Ar A # O► # A # � + tGN + N d "' th r rl # _ ,► w- # .-_ # # # V_ # # # # # # # # r S f ~� r 2 talA Ilk -©(. F.S. 1 - ' ! C,L. OF S T fi EX.1 F.S. O a _ * � .- 4 _� �: ' n >� � OF SIRE€ _ _ _ _ ri - r► _ _ Q 4 r nnnn _ - .. "--57x- L4 r r+ + + I � _I I ' cl T' � _ _ � � EX. 2" .GAS0177fR . 7x _ I -1 LI1 L1425 — -0.67x _ .17z _ — — 1425 0s — — — s o C.L. _ L JJ-LW Ll� EX. f 2" VIlA1£R EX.-- 18- -WATER-_T RELOCATED 4� 1415 j 1415 TRt I #3 ROAD CROSSINGOROFILE I SHE AN ROAD CROSS ter PROFILE - - _ _ _1#ORI� _� 2fl' _ ,_ _ : _ __ •_ - _ i _ _ _ _ HQR#�::_- 1"-20` 3 _ _ _. _ - { - VE T _ I"--4` _ y - z VERT. = _1 =4 , 1 { f � ; 1405 ' 1405 + + 40+ 00 + __ + + + 39+00 39+50 40+ 00 40+ 50 2' MIN. OVERLAY O 0.10' MIN THICK OR AS DIRECTED 2' C' 21.5' 14' 14' 21.5' ACC' 2' CONSTRUCTION NOTES: 2' C, 4.5' 11 11 24.5' ACCEs 2' ROAD �� ® CONST. 0.25 AC OVER 0.50 AB CLASS II ROAD w OJT' --GB - ---- -- - - - � �, Q9 CONST. TYPE A-6 CURB PER R.C.T.D. STD. No. 200 t o EXIST. PYMT NEW PVMT o: _ 'f r w G �,�► Z1�- N t go W z t zG � CONST. DRIVEWAY APPROACH PER R.C.T.D. STD. No. 207 m o rvow z "� 1,0 G�- Fop Q'�' ® CONST. MODIFIED PCC DIP SECTION PER R.C.T.D. STD. No. 307 W b t Z �`� � `•�JOIN DETAIL z �W �• N.T.S. = z z z v •y9x$ �°'y 15 SEE DETAIL SHT No. 12 Z Y 0 Y i `'�7► G-�'�a��y 15 w !� ( ® INSTALL SIGN (TYPE AS NOTED z z 7 U ILL- r r g W U V 4p g S� © INSTALL MODIFIED CABLE FENCE PER R.C.F.C.W.C.D. STD. No. M826 0 c� �J k o SEE DETAIL SHT No. 12 z Z z Z 9x 16' N + 14? GRADED ROAD =� 6 Nkgx 5`fi + EXISTING STREET IMP. S ,� _ tiL .2 5 ao _ r 1t PER TR 29113 "`• •�D 10 - 2g3 GF' + r # ^.S 96 R/W t,._- ' GRADED_ .. R/W 2:1 \\ 1 V� R/W g CF - 1 N N'1, F5 9• U -- 17 — - 142 E S �� 17 • I I I I I I I I �� •9 �p( 12" WTR EMWD EX. CONC. CMG • • I N N I t 9 N EX. 18" WTR JOIN (SEE DETAIL) _- ---. _ ( ) I o g - - - ___ N -. o EMWD PER D-23980 N 4�8 I I I I I I �(. _ m .. _ -PGMT - N8742'28"W -- _ r _ ____.___.-__ .___ ___ �_- __-- -___ � CL — 41 '�' CITY OF PERRIS - - o xo 9A 9 III I III - ' '$9 __._C� -- 0 33X O N It'1°�• cam, g. 5• _ - 425.30 0.17% 11 N I CO. OF RIV I a II I I I I I o k2a' N A'L9• S H ER MAN OAD TRUMBL ROAD _ - - 1 i -- o m �kti IIII1111 _ 1 _- F.S. g I N I I N l cr 5' I S• f.`�• • EX. CONC. CdcG _ ___- _ -___ _ __. S _._ - ______.. _._ _ k 39 I II I 4t _ -___--- --- _� _ ._---- N89'50 12 �0ET '�• S I N I j 9 �4 r6 f= _ 9 c�. N o h� _ I I 1 - - K - --- _ _ --- - o �__ ____ __-___-_ _._. -.__ I I I I I I I I 1 . '- ,� 5 6 G' �- � � 9 G• N I r �___ __::_ _- _---- -- - �k 1 I I I I I I I , V 1 S• I EX 2" GAS 10 10 R/W r L J b F' 17 2.1 �wO =W cr 1 1 M �_. ., - --- 4�i z0* r ^ I r ZZ p O Z o o x r Y tz • t p 2 DO U ♦ a p ZZ # 8 ZZW U { li Li w O O C9 w W m n 3 r4I C9 W J U) o n p p --GB - - to J j - - - 2 APPROVAL OF TH/5 PLAN Sy RIVERSIDE COUNTY TRANSPORTAT/ON NJ w a. 15 a� z n� + W c N E E � p a z p a ri � DEPARTMENT /5 FOR THE AREA W/TN/N COUNT Y ROAD R/GHT ±z Z o w z Z NN C p M _ M w< z ^ W ++ Z OF WAY ONLY. t p v v p G� M1 110— in V U U Z # w O N li a M M m o �a I.L.o *tea ''� � Ua� Ip 11 oU Underground Service Alerts " N + �� -� W n + + 3 c� c, 2) —ZZ CITY OF PERRIS + ob ww 15 15 z •R Call: TOLL FREE o 15' 11' 11' 24 '`. 15' P N APPOVAL FOR IMPROVEMENTS M ''� mm 2' 25.5' 10' 10' 25.5' ES • `'' g g • z ,�,, w W 2 24.5 .5 2 —� IN THE PER ON ROAD —8 0 0 W z m R� 52 2.5' 52.5 52.5' 22 7—26 00 0° Wm 105 N ' M. MOTLAG♦I CHANNEL R 05' G' SCALE: 1 = 20 �i�r� � • CHANNEL R/W TWD WORIQNG DAYS BEFORE YOU DIG DATE: M.S. 3919 I.P. No. 030092 BENCHMARK: REVISK s Lahr ♦ Associates Inc SEAL CouNTY COUNTY OF RIVERSIDE RIVERSIDE COU CONTROL ROMOLAND MDP LINE A PROJECT No. BRASS DISK IN TOP OF CONCRETE POST AT THE SOUTHEAST p Ess�� , t � U.�. �.�. a�s13 �■. � ems. eT,oFe:s1a� TRANSPORTATION DEPARTMENT CHANNEL 4-0310 CORNER OF ROUSE ROAD AND THE EASTERLY FRONTAGE �t �� ad �y T,�n@WA , a• s ��v A.o +i WATER CON DISTRICT ROAD OF HWY. 395, 179.0 FEET EAST OF THE FRONTAGE a ar..� ft m art_6m FM m M-ems y o= APP VED BY: RECOMMENDED FOR APPROVAL D BY: DRAWING No. ROAD; 62.0 FEET SOUTHIIIEST OF POWER POLE fX100WE; o. NO. Ism PREP RED BY: '" STAGE 2 12.0 FEET SOUTH OF ROUSE ROAD; 1.0 FOOT EAST OF A i . 6-�o-a: I DATE: 0 .Q r//Z f/03 �� 4-811 MARKER POST; A BRASS DISK SET IN TOP OF A CONCRETE * �* /.- A. R.C.E. 3395o TRUIrIBLE ROAD CROSSING SPIFFY No. POST AM MARKED U.S.C. �r G.S. L-312 RESET 1951 �r �,,,,,. ` FRED W. '''+ +`! EXP. 6-30-06 SHERIrIAN ROAD C ELEVATION 142s.t>81 REF. DESCRIPTION DATE °F' CAL`f R.C.E.No. 1 6 EXP. DATE 5-30-OS ,E°F c�`•'�°♦ DATE_ Z-24 SATE: s-1?-Z00�- BOSSING 9 °F 15 A 2817=10 DWIL so17 11/19/03 _ .-___-_ _- -- _. _______ _ -__-__ . _____ _._-_____ __ _ _ _...._. _a....._ ut 1445 - 25' V.C. 1w V.C. 2 v c 1445 - PI= 438. 0 tit= 4. ? la Aw 2�r -V __ z - - -iF. _ - it.�. _� w 6i .,: - Elf: F.G. O _ __ O EX. F.G. O ,�, h 0 - _ - OF STR_ - - - _ _ - _ - EET #�� # Rls -8A C.t. OF STREET m � �- • + S � _.... - - ---._. __. ..__ _._..-_ .. .. • r R LcJ LJ _: �_ �. c� EX. F.G. ! _ -- °,� •� �.L. OF TR'EET 14 OF T � � � m � � a • a � � �- � a � m A .5. oc��. 1435 M OF Vol f {-�• " OF T A 14 _ - _ _ AWE- p _ — ,-- T - - VERT. -1 -4 _ VERT. 1 =,4 41 - - - - - -- _ 11415 1 5 - + + 40+00 + + + 14+00 + 105 2' C 25.5' 10' 10' 25.5' ACCESS 2' 15' 30.5' 5' S' . ' 15' 1" y 2 ACCESS 30 5 ACCESS 2' �433 z N Y r CONSTRUCTION NOTES: t J W -GB- - �� _j E 0 �� Y z z w �G QROF1I'" 11 CONST. MODIFIED PCC DIP SECTION PER R.C.T.D. STD. No. 307 3 z z � tiJr z g J � t z -1k G�' S PLO rl 15 SEE DETAIL SHT No. 12 U. M O z �o 59x kg63 $ 1® INSTALL SIGN (TYPE AS NOTED) 438.2 z M z z J v g N N c eta' mi 17 INSTALL MODIFIED CABLE FENCE PER R.C.F.C.W.C.D. o J z w g G o M O STD. No. M826 SEE DETAIL SHT No. 12 o z I $$6 z Q ,�8� G�- o• 6 p 6 Q 15 R/W 3 ,kti I 13x k�`�' .� �- R/W w 1�6 SG � 8 PP# 2226446E / 2:1 2:; \ \ � 3 4p c' U F� + 3 • < < V_ -- ----------------------------------------- --- --------= -- ---------- - - -- --------------- ---- ---- ------ ---------- EXIST. DIRT ROAD F�'• K �1 I 'h�� I I I I 17 '�� c 1 O FS 6,80 / 2: 2:1 p '��Gj• k yk 's .86' N p $� M 1 I N88'58 34"W CL 39 N Qf I �' O• N `1 S• '�Oo . M 1 �4 , to 17 N 17 ti G• GRADED ROAD N '� y / �% k N89'34'S41N I GRADED ROAD — 14 .�k F• , o� DAW S 0 N R D , •s '�� 1433 N CL i�i r.f 5• % � I 143 Ds 3 P ROAD N ° �• 6ti° 1 R 2: ANTELOPE E o I �,s• , • s• ,�,� F s• 436. O f '� 5' / M 1 F• 1 I I 1�S• ,k� �' t N ♦ + 1 O , o z 2:1 2:1 / t Z O 15 �' g R/W H + U ' NV Z N N O O + W x d ^N W Y r rj O N ± 3 N �A N ,1 C _ V Z Z r7 f (((�� 0 W ry (n --- a U 0 VOW U �K W U ZO W A N r. Z( V Z ♦ 15 O O U_p < \` W Z O N (j O C x t Z f+ 'f C C M C9 QO d�� = W Uj M W ++ p {�,1 � � U W W Cl y G U O U r- (L ++ m Z ♦ O Z Z - - - Z i7 aD U Z - N Z n Z J N W M W a Z -GB O L� w -GB-- ♦ Z a ♦ c ++ + V U r- m maLd N Y Y ems- WO - W 0. I 1434 PLAN _j z I� J "� Underground Service Alert 15' 15' �' m' z .R �+ 30.0 5' 30.565' 2' z Call: TOLL FREE t 0 1' BENCH 1' BENCH ' ' SCALE: 1" = 20' 15' v 15' '��` ,� _800 52.5' S2.5' 11 ACCESS 22.5' S' S' 22.5' ACCESS 1' x 2 2 7—2 6 0 0 CHANtdEL R/W �' R/W APPROVAL OF THIS PLAN BY RIVERSIDE COUNTY TRANSPORTATION CHANNEL R 53.5' 53.5 / DEPARTMENT IS FOR THE AREA WMW COUNTY ROAD RIGHT Of ;438.4 107 CF V EL R/W Nr TWO WORIam DAYS eEFORE YOU DIG WAY ONLY. �.� M.S. 3919 I.P. No. 030092 DENCIifrLNO . Lohr + Associates OC I Q to S IncSEAL mmw COUNTY OF RIVERSIDE RIVERSIDE COU LOOD CONTROL PROJECT No. Ess,° ROMOLAND MDP — LINE A 4-0310 BRASS DISK IN TOP OF CONCRETE POST AT THE SOUTHEAST p '�4� L.nd Phys" 4n13 �. � MA eS°FES810 TRANSPORTATION DEPARTMENT CORNER OF ROUSE ROAD AND THE EASTERLY FRONTAGE ��' �• p,� N �.�,.,,�,, �y pN6 t� A. �� WATER CON DISTRICT ROAD OF HWY. 395, 179.0 FEET EAST OF THE FRONTAGE � 1c, w� �f APPR ED BY: CHANNEL y sr�r� � 666 s»-assE FM tM N�-NK � .� . RECOMMENDED FOR APPROVAL D 8'Y. DRAWING No. � ROAD; 62.0 FEET SOUTHWEST OF POWER POLE #X10090E; n NO. 16526 DATE: STAGE 2 4-811 12.0 FEET SOUTH OF ROUSE ROAD; 1.0 FOOT EAST OF A W EXP. 6-30-06 PREP ED Y. . No. CE 33950 M �J MARKER POST; A BRASS DISK SET IN TOP OF A CONCRETE e �D!� " Exp. 6-30-06 " HALE A. 0 R.C.E. 33950 DAWSON ROAD CROSSING SHEET No. POST AND MARKED U.S.C. do G.S. L-312 RESET 1951 � � � �-f � ELEVATION 1426.061 REF. DESCRIP'TiON DATE 'l� °F'CA��f FRED W. DOERCES r�rfofcA`�°�+� EXP. 6-30-06 DATE: � /Z/p DATE: 5- I t - IC04- R.C.E.No. 16526 EXP. 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PAVEMENT A-6 CURB + = I 1.00' AGGREGATE BASE 0.2 NEL ^ ED D 1 • y`y ek• UN �'' W F. = I �* PRO EXIST. = TYPICAL SECTION 18 b N�` r6 G• _ w '`�N/ I N CE W ENCANTO DRIVE . --- -w4:!145L I V za.i'.9 4'"-�! -I . _cWNr__WS�44?::�rp.j 1 / o-r JU--� . -4- IGoon'-- N'-- "VF� - -1"I.-.IaI-_-110�---ON-II 9�1 Nj L�.InOp-- -%U'*'� -L- �,. CALTRANS R/W o N.T.S. EX. 18 R (EMWD) -- -- -M -- 0 71 12 7 W=15 10 7 h 7 1 7 2 9 �� 7 3 ! 24 EX. A.C. s PVMT CONSTRUCTION NOTES 9 ;p .�.•%, F •�/ r W=15' `° 12 `�° 7 CONST. 0.33' A.C. OVER 1.00' A.B. CUSS II Q - - - 0 ----- - 0 CONST. TYPE A-6 CUM PER R.C.T.D. STD. No. 200 r O 4 9 724+ 10 CONST. DRIVEWAY APPROACH PER R.C.T.D. STD No. 207 EX. A.C. .e. 1 2:1 R 5rO n . : : R/W N ,GF• 2J 00.00 . • W �k�11' CHANNEL R/W k► rrO 18 0:w END SAryC , R © CONST. MODWIED CROSS GUTTER(20- WIDE. 11- THICK OVER r _ . 0 CHAIN LINK FENCE 1423 A.C. PAVEME rT V,gL 8" CL 11 BASE) PER R.C.T.D. STD. No. 209 • • 14 4 0 ® CONST. TYPE D CURB PER R.C.T.D. STD. No. 204 Ari P.P. NOS cr 2:1 1Nx J CHANNEL R/W - ` 1134 0 O M • 00 81.5 aK 5 5' bt C N K FENCE 00 O D: M N z � ri l W 00 9 r ^ Q t \ - V x :M. N X � \ 31' 14' 4- 2' CN x N x C x N zw U < 8 a_>- - F- 7-- N 1 . W 4 15' - E-- T r � W m , , Jc f., C N Vg O N X �Zd O -� _ g x J 4 0 N -j m I Under round Service Alert + M0M %. wg " r 1 PLAN ®R N m w<nt i v v CITY OF PERRIS � ��ti 0 O • j� • �o T 1w w 12W t P Call: TOLL FREE (6x APPROv�►L FOR NIIPROVEMENTS G0 � < - IN OF 1 -800 N x / scALE: 1" = 40' - 227-2600 -- B : • M0 " DATE: Two WOWING DAYS BEFORE YOU DIG - I.S. 3919 I.P. No. 030092 BEN!CFM RK: - REVISIONS L�ohr ♦ Associates I n c COUNTY OF RIVERSIDE CO LOOD CONTROL R 0 M 0 LA N D M D P - LI N E A PRMCT "°' BRASS DISK IN TOP OF CONCRETE POST AT THE SOUTHEAST I Essi° m Pam. asis 040 ft " A CHANNEL 4-0310 CORNER OF ROUSE ROAD AND THE EASTERLY FRONTAGE �o aIIN 61 TiM & o& p c ROAD OF HWY. 395; 179.0 FEET EAST OF THE FRONTAGE W� ��' �, � � AP D BY: WATER CO DISTRICT >rV..,f. F• M s»-V FM .► RECOMMENDED FOR APPROVAL ED BY: STAGE 2 DRAWING No. ROAD; 62.0 FEET SOUTHWEST OF POWER POLE f)(10080E; No. 16520 : • �1 � 4-811 12.0 FEET SOUTH OF ROUSE ROAD; 1.0 FOOT EAST OF A W X . 6_3w PREPA ED 8Y. DATE: W No. CE 33M ., .t �. -. MARKER POST; A BRASS DISK SET IN TOP OF A CONCRETE "+� -/ 7-Q 6- 0 KHALED A. OTHMM R.C.E. 33950 POST AND MARKED U.S.C. & G.S. L-312 RESET 1951 . � `e fltEo W. DOERGEs �r �! 6-30-06 A ENCANTO DRIVE CROSSING SHE , N ' o , 15 ELEVATION 1426.081 �' of %f 'r °�+ DATE: -'51 ¢ DATE: 'ZOO`�` �• - R.C.E.No. 165 6 EXP. DATE 6-30-OS f cA1.�. 1 1 DWC.28172811 11/24/ . _ w-..= A - --f80A • GENERAL NOTES: 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR PIP PER PLAN � PIPES PER PLAN TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN ; 2:1 2:1 ; 2:1 2:1 PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES SLOPE SLOPE c FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. N VARIES x VARIES N q� Qi PER PLAN o 1 o PER PLAN 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE g w-i STREET CL ------ --- - -STREET CL CITY OF PERRIS PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. --------------- ----- ------ -------------- ----------- -- - - - --- ------- PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEASE COUNTY OF RIVERSIDE 48 HOURS PRIOR TO BEGINING OF CONSTRUCTION. PHONE (909) 955-6970 VARIES VARIES VARIES c o} K 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY a we N PER PLAN p LAN a I o TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS. 1 52.26' 1 LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 4. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO 2:1 2:1 ; 2:1 2:1 PAVING THE STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING; ih v I J SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. U w1 � I 5. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND z Z I CONSTRUCTED ACCORDING TO COUNTY STANDARD No. 206 AND/OR No. 207, AS DIRECTED IN THE FIELD. v 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO A A INSTALL AMD MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELLI PUBLIC AND ORKERS L THE COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY.FINAL S H E R MAN RD., DAWS 0 N R D. AND ANTELOPE R D. TR U M B LE R D. 7. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS MAY BE PLAN VI EW PLAN VI EW TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION N.T.S. N.T.S. REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 8. "ASPHALTIC EMULSION" (FOG SEAL) SHALL BE APPLIED NOT LESS THAN °�'. w- o FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL v �• r- N- AND PAINT BINDER SHALL. BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLONS PER r'i + SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS N M NC4 N 37, 39, AND 94 OF THE STATE STANDARD SPECIFICATIONS. SEE FENCE v~il SEE FENCE B 9. CONSTRUCTION PROJECTS THAT DISTURB MORE THAN ONE ACRE MUST OBTAIN A DETAIL HEREON DETAIL HEREON NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. a+, j 1.OX P.C.C. W/ 6"x6"x10 GAUGE WIRE MESH 1.OX �O CAL-TRANS R/W r OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) AND PREPARE A STORM WATER , POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. FLOW PES PER PLAN i - 1.5't P.C.C. W/6"x6"x10 GAUGE W.W.M. 1�DP OF 12'Wx10.75'H R.C.B. 10. ALL SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON PLANS. SIGNS 12,00 . . 9" EX. GROUND S=0.0010 " " SEE DETAIL A COMPACTED SUBGRADE SEE DETAIL "A" iE4 SHALL BE INSTALLED ON 4 X 4 WOOD POSTS WITH ANCHOR BLOCKS UNLESS I r I _ — _ — _OTHERWISE NOTED ON THE PLAN. iv N " 2 11. ALL SIGNS SHALL BE REFLECTORIZED. CUT-OFF WALL 6 1' CUTOFF WALL AII FORCING NO. 412. THE COUNTY INSTALLS SIGNS, AND PAINTED LANE LINES. INSTALLATION OF SIGNING SEE FOOTING DETAIL A 24"O.C. QAND STRIPING SFW1 BE IN ACCORDANCE WITH THE APPROVED PLAN WITH ALL PER RCTD STD. NO. 307A" v IN TALLEED RRED BTHE�MRACTORE BY THE DEVELOPER OR APPLICANT. ALL SIGNS SHALL SECTION A-A P.C.C. INVERT D ETAI L 16 N.T.S. 11 MODIFIED P.C.C. DIP SECTION N.T.S. PCC DIP CROSSING _ 110- 3"x12" WHITE REFLECTOR 1/2" DIAMETER CABLE r- - • - - _ _ _ - -_ TAPE EACH POST 3" 77 ,/- a P.C.C. INVERT SEE DETAIL BACKFILLED R.C.B. cV 000 .- 10, 20 N P.C.C. DIP CROSSING LLJ 8' 4 SPANS " SECTION B-B 8' SPACING WHERE 12' MAX. BETWEEN POSTS (TYPICAL) _ N.T.S. BRACES ARE PLACED v s M v 2" MODIFIED DETAIL OF FENCING FASTENING & BRACING 17 it N.T.S. " (� 1/4 THICK PREMOLDED ASPHALT 1/4 BENEATH FINISHED SURFACE SATURATED FIBER G lk 8" ,: Under round Service Alert CITY OF PERRIS an Can: TOLL FREE �� FOR Y MODIFIED TYP I CAL SECTION N.T.S. D ETAI L 1 -8 0 HAM M. IIOTLAGFI N.T.S. 2 L�_LV C 40 APPROVAL OF TH/5 PLAN 6Y RIVERS/DE COUNTY TRAN$PORTAT/ON DATE: � � DEPARTMENT/5 FOR TyE AREA W/TH/N COUNT Y ROAD RIGNT t DEC: TWO WORKING DAYS BEFORE YOU DIG OF WAY ONLY. M.S. 3919 I.P. No. 030092 BENCHMAW: REVISIONS rmn WESSI Lahr + ASSOCICItes Inc ��- ' COUNTY OF RIVERSIDE RIVERSIDE COON LOOD CONTROL PROJECT No. BRASS DISK IN TOP OF CONCRETE POST AT THE SOUTHEAST �+ FAWAft 4n+_ •f•• � 9*m ��' �ssj• � ATID�1 KPAMENT WATER CON DISTRICT ROM 0 LAN D M D P - LI N E A 4-0310 CORNER OF ROUSE ROAD AND THE EASTERLY FRONTAGE �` aMy TiwMwh, Cr. saM �.ROAD OF HWY. 395; 179.0 FEET EAST OF THE FRONTAGE a ,,,,,,, mFL M w%--wx m «. �� Sy:p AP OVED BY: RECOMMENDED FOR APPROVAL VED BY. CHANNELDRAWING No. ROAD; 62.0 FEET SOUTHWEST OF POWER POLE #X10080E; n • nis 12.0 FEET SOUTH OF ROUSE ROAD; 1.0 FOOT EAST OF A W �• h3o-os ., PREP ED Y. �►�• W No. CE 33sso. ��/=�/a ,; _ 4-811 / ` 03 '0 Exp. 6-30-06 K D 0 R.C.E. 33950 STAG E 2 SHEET No. MARKER POST; A BRASS DISK SET IN TOP OF A CONCRETE # POST AND MARKED U.S.C. do G.S. L-312 RESET 1951 � ,r � ELEVATION 1426.061 �rF ►v�L fpt�' FRED W. NERG r�rE c�� EXP. 6-30-06 s/1�0� DATE: rNEF.. .- - DESCRIPTION DATE �� R.C.E.No. 16526 EXP. DATE 6-30-05 °f c��F DATE. 5 17- zod4 DETAILS 12 1 rJ JN180171 cWc.ze172811 >> >s 86' V) Q 60' po a X 4' 16' 16' 8' X w w cn STAGE 3 STREET IMPROVEMENTS STAGE 2 STAGE 3 STREET IMPROVEMENTS I STREET IMPROVEMENTS EX. GROUND i� ----------------------------------- -------------------------------------- EX. GROUND ------- ---------------------------------------------------- ------------------------------------- — ------------------------------------------ --- ------------- I STAGE 2 FLOWLINE I . TEMPORARY STAGE 2 STAGE 3 w CONC. INVERT • in _j —12'Wx10.75'H R.C.B. STAGE 3 4-12 Wx10.75 H I v FOR STAGE 2; R.C.B. I TO BE REMOVED FOR 4-12'Wx10.75'H R.C.B. STAGE 3 FLOWLINE I STAGE 3 S=0.0027 STAGE 3 FLOWLINE ------ ---------------------------------L — ----------------------------- -------J------------ --------------------------------------- ENCANTO DRIVE CHANNEL GROSSING SCALE: 1 " = 5' �E Under round Service Alert CITY OF PERRIS oR APPROVAL FOR IMPROVEMENTS Call: TOLL FREE IN THE CITY OF PERM ONLY m 1 —800 Z Z 7—Z 6 OO APPROVED BY: HAM M. MOTLACH pG TM10 WORICMIG DAYS BEFORE YOU DIG DATE: M.S. 3919 I.P. No. 030092 BENCHMARK: -REVISIONS Q�-FESS/0 ' Lehr + Associates Inc TY COUNTY OF RIVERS!D RIVERSIDE COUNTY LOOD CONTROL ROMOLAND MDP — LINE A PROJECT No. BRASS DISK IN TOP OF CONCRETE POST AT THE SOUTHEAST �o '�'�� L. d h� 4n13 N+■, f� �i A e1�°f E TRANSPORTATION RTMENT 4-0310 CORNER OF ROUSE ROAD AND THE EASTERLY FRONTAGE �t �y am E„o„N14 TswAs d46 *6 ,�. ♦�e A.o, +�� WATER C DISTRICT CHANNEL ROAD OF HWY. 395; 179.0 FEET EAST OF THE FRONTAGE DRAWING No. $ h - 6r t6� ars-°�x F.0 � � A D BY RECOMMENDED FOR APPROVAL BY. ROAD; 62.0 FEET SOUTHWEST OF POWER POLE #X1008OE• No. 16526 12.0 FEET SOUTH OF ROUSE ROAD; 1.0 FOOT EAST OF A ��• 6-�-� PREPARED BY: DATE: No. cE &mw R �� TAG E 2 4-8 11 av MARKER POST; A BRASS DISK SET IN TOP OF A CONCRETE * +rP• a-�-� POST AND MARKED U.S.C. do G.S. L-312 RESET 1951 � �� + KW►LED A. OTtIMAN R.C.E. 3 Iso ENCANTO DRIVE SHEET No. ELEVATION 1426.081 �. DESCRIP'T10N DATE �rF of��E°� FRO W. r+ r c�`�°°+�! �� DATE! -s�/2/� DATE: 5 - I��Z�-�`�- 13 � 15 R.C.E.No. 16526 EXP. DATE 6-30-05 CHANNEL CROSSING EXHIBIT JN n17n10 ow0.2W172613 04/08/04 10 '� R/W 105' R/W6' CHAIN R/W R/W 105 LINK FENCE 52.5 52.5 LINK CHAIN R/W 52.5' 52.5' 0.5' 15'-3»CRUSHED GRADED CHANNEL 15'-3"CRUSHED 0.5' 0.5' GRADED CHANNEL 0.5' ' SLAG BASE 21.5' 14' 14' 21.5' SLAG BASE 6' CHAIN 15 N3 CRUSHED 15 N3 CRUSHED 1425.0 El25.0 UNK FENCE 2 SLAG BASE 30.5 5 5 30.5 SLAG BASE LINK CHAIN 2� WI 2X SLOPE 1438.2 J UNK FENCE 4: z 2X SLOPE 4;1 2X SLOPE z) 2X SLOPE 143L2 •� ----------- 2X_ SLOPE z ---------- - z ON= 11--------------� _ --_ �------------ �1 \\\ STAGE 3 CHANNEL U , // ,s�\\\ 2X d 2X -- ------------ \ -� �- / ---------- \ / STAGE 3 CHANNEL J k�g11 1¢ SECTION O STA 131+00.00 SECTION O STA 175+00.00 SCALE: 1"=10' SCALE: 1"=10' R/W 105' R/W 6' CHAIN 52.5' 52.5' 6' CHAIN LINK FENCE LINK FENCE 107' 0.5' STAGE 2 GRADED CHANNEL 0.5' R 53.5' 53.5' R/W 15'-3"CRUSHED 11, 11' 4, ' 15'-3"CRUSHED 1427. 0.5' GRADED CHANNEL 106'1' ' 2 7 SLAG BASE I SLAG BASE 1427.7 6' CHAIN " " CHAIN 2X SLOPE J 2X SLOPE LINK FENCE 11 15-3 CRUSHED 22.5 5 5 22.5 15 -3 CRUSHED 11LINK FENCE 4:1 2X SLOPE z 2X SLOPE 4;1 ~- SLAG BASE SLAG BASE -----------�\ -� �.-- N /�---------- 1441.a 1' BENCH 1' BENCH441.E 2 z 271� SLOPE N. \\C� STAGE 3 CHANNEL R / / r77 Z r Z Z a -------------- -------------� �S\ Lciil 2X ,-1�'� STAGE 3 CHANNE � SECTION O STA 141 +00.00 - SCALE: 1"=10' SECTION O STA 185+00.00 SCALE: 1"=10' R/W 105' R/W 52.5' 52.5' 0.5' ' , 15'N3'CRUSHED GRADED �� 15'N3'CRUSHED 0.5 R/W 107' R LINK FENCE SLAG BASE 25.5' 10' 10' 25.5' SLAG BASE U CHAINFENCE W 53.5' 53.5' 1430.3 2� ZI 2X SLOPE 1430.3 4:1 < 1 LINK FENCE CHAIN 15'N3"CRUSHED GRADED CHANNEL 1S5L'A�G BASE�ED 6' CHAIN _ LINK FENCE \\ 2X SLOPE v 2X SLOPE V. // 1 0.5' SLAG BASE 0.5' 2• 26 22.5 5 5 22.5 26 �� '� 1447.0 11 J 11 1447.0 STAGE 3 CHANNEL c) 26>t // 1' BENCH Z 11' BENCH ------------ ------------�� 2•�r 2X SLOPE it 2X SLOPE tit U --------------- \ 3.•� J 3;1 ----------------� \ 2Xc3 2X / SECTION O STA 151+00.00 SCALE: 1»=10' STAGE 3 CHANNEL 9 R/W 105' R/W SECTION ® STA 198+00.00 6' CHAIN 52.5' 52.5' SCALE: 1"=10' LINK FENCE 0.5' 15'-3"CRUSHED GRADED CHANNEL 15'-3"CRUSHED 0,5' SLAG BASE 30.5' 5' 5' 30.5' SLAG BASE 6 CHAIN LINK FENCE 1434.4 2X SLOPE I z I ��SLOPE 1434.4 � ---------------2X 2X �•L. J 1 \ / � ----- - -------� STAGE 3 CHANNEL -�^ SECTION O STA 165+00.00 SCALE: 1"=10' N _ a APPROVAL OF THIS PLAN BY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IS FOR THE AREA WITHIN COUNTY ROAD RIGHT OF WAY ONLY. M.S. 3919 I.P. No. 030092 W REVISIONS LOhr + AS S O C I C�t@ S I n C �+TM COUNTY O F R I VE RSI D RIVERSIDE COUNTY FLOOD CONTROL PROJECT No. 10 �. n.�,. 4i/3 N... � a*» ��°F TRANSPORTATION RTMENT ROM 0 LAND M D P-LINE A 4-0310 v cm �••rw TiWAwb, C& �o A. WATER CO N DISTRICT ft No sus-sin Fin m «w-o «� tea= APP D BY: RECOMMENDED FOR APPROVAL VED BY: CHANNEL DRAWING No. mm.'_� N .PREPARED BY: DATE: � No. CE 3N50 � � STAGE 2 4-811 g 6-30-06 KHALED A. OTHMAN R.C.E. SHEET No. W. DOERGES '+r +� 6330 06 / _ ^ A - CROSS SECTION EXHIBIT DESCRIPTION DATE , F c ��°♦ DATE: ��Zl�`/' ATE: ' 2 i- I-Zo 64- 14 1 rJ • R.C.E.No. 16526 EXP. DATE 6-30-05 -� • JN280171 DWG.28172814 04/27/04 EARTHWORK QUANTITY ESTIMATE EROSION CONTROL NOTES I T CUT FILL 1. TEMPORARY EROSION CONTROL MEASURES ARE REQUIIRED FOR GRADING > OPERATIONS DURING THE RAINY SEASON FROM OCTOBER 15 TO APRIL 15. EXCAVATION ---- ---- foo yr. FtO LIW T OP 2. IN CASE OF EMERGENCY. PETE OLAH EMBANKMENT ---- ---- PEP, FEMA PNE� —HOUR TELEPHONE. (909) 206-2971 24 .,No. 006024 8� Uj OVEREXCAVA71ON 3. THE TEMPORARY EROSION CONTROL PLANS ARE TO BE PREPARED AND SIGNED BY A REGISTERED CIVIL ENG*4M. SHRINKAGE 17 RM30RT 100,000 C.Y. 4. THE DESIGN CIVIL ENGINEER SHALL SUPERVISE THE EROSION CONTROL WORK AND CERTWY TO THE DEPARTMENT OF BUILDING AND SAFETY THAT THE WORK WAS COMPLETED IN ACCORDANCE WITH THE APPROVED TEMPORARY EROSION CONTROL PLAN. j)_A TOTALS 100,000 C.Y. 5. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON STE AND SHALL BE STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 6. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT TW APPROVAL OF THE DESIGN ENGINEER AND THE BUILDING OFFICIAL 7. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN RAIN IS PREDICTED. 8. AFTER A RAINSTORM, CONTRACTOR SHALL REMOVE ALL SILT AND DEBRIS FROM SANDBAG BERMS, CHECK BERMS, SILT FENCES, DESILTING BASINS AND SIMILAR DEVICES. 9. AT THE CONCLUSION OF EACH WORKING DAY GRADED AREAS AROUND THE PROJECT 21 PERIMETER SHALL DRAIN AWAY FROM THE FACE OF SLOPES. 2 10. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE THE NECESSARY PRECAUTIONS M PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS SITUATION. 11. DESILTING BASINS ARE TO BE CONSTRUCTED AS THE GRADING OR IN1DIVIDUAL GRADED AREAS ARE COMPLETED PER THE ROUGH GRADING PLANS. 12. THE BUILDING OFFICIALS RESERVE THE RIGHT TO MAKE CHANGES OR MOD#FICATIONS M THE TEMPORARY EROSION CONTROL PLANS AS DEEMED NECESSARY. 13. ALL EROSION CONTROL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE ISTATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, EDITION OF JANUARY 1992 AND REQUIREMENTS OF THE COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT AND ITS AGENTS. U-9 IN THE EVENT OF CONFLICT, THE DECISION OF THE COUNTY'S AGENT WILL PREVAIL 2 0 14. FURNISHING AND APPLYING WATER SHALL CONFORM M THE PROVISIONS OF V) SECTION 17 OF THE STANDARD SPECIFICATION. % 15. SANDBAGS SHALL BE BLACK OR DARK GREEN OF MINIMUM 2000—HOUR ULTRAVIOLET t RATING WITH BOX RETENTION OF ITS PROPERTIES. IMPORT SOURCE I16. ALL SANDBAGS SHALL BE GRAVEL FILLED ROMOLAND MOP A ANNEL 'EASTIK PqAINAGE 20'Al L IETHANAJ w RAILROAD TRACKS 0 CITY OF HAUL PERRIS CO. OF RIVERSI d at Ir py_ w ID z z w RD. -4f ROU STOCKPILE SI IE SECYM 156 T.W. IL3W. N.T.& VICINITY MAP I0 C z HAUL ROUTE E)(I S TIN G D .A N,A OE SWALE. C.. ............P/L. '77 TO ROMOLAND 4' MDP CHANNEL ISHED GRAG N.2 2%MI ANTELOPEROAD�40 2T /PAD ELEVATION "OOD LIMIT 1 00 yr. FL,EARTH BERM N.T.S. PER FEMA PANEL No. 060245 .2085C NOTES 1. APPLY SELECTED SOIL BINDER PER MANUFACTURER'S SPECIFICATIONS ON STOCKPILE AREA PER FACT SHEET EC-5 SOIL BINDERS, CALIFORNIA STORM WATER BW HANDBOOK—Underground Service Alert CONSTRUCTION DATED JANUARY 2003.ORE 2 BAGS GRAVEL BAG(TYP) 2. A STOCKPILE IS EARTH MATERIAL PLACED FOR A TEMPORARY PERIOD OF TIME NOT TO MIN. OVERLAPPING EXCEED 12 MONTHS (BEFORE REMOVED). NO PRELUNARY SOILS REPORT HAS BEEN LEVELS 100, of 100, 200' 3W 4wo SUBMITTED, REMEWED OR APPROVED BY BUILDING AND SAFETY GRADING. 71-11S WILL BE y___y REQUIRED BEFORE THE STOCKPILE EARTH MATERIAL IS M BE USED FOR A GRADING T. 1 - 800 w I I 11 I --) w w & THE NATURAL DRAINAGE PATTERN AROUND THE STOCKPILE SITE SHALL BE PROTECTED 227- 2600 AND IN NO CASE SHALL THE STOCKPILE ENCROACH WITHIN THE EXISTING DRAINAGE SWALE& GRAVEL BAG PLACEMENT DETAIL SCALE 1'= 100'N.T.S.Tw V4MING DAYS BEFORE YOU ING BGR: 031430 M.S. 3919 I.P. No. 030092 all:,- REVISIONS Lohr + Associates Inc TY COUNTY OF RIV Rsl IDE COUNTY FLOOD CONTROL PROJECT No.W41ASS DISK IN TOP OF CONCRETE POST AT THE SOUTHEAST Laid Plmm" 43513 Mp Pwk Driw ILOF E TRANSPORTATION RTMENT AND ROMOLAND MDP - LINE A 4-0310 CORNER OF ROUSE ROAD AND THE EASTERLY FRONTAGE Civil En*wwkV Twneculs,Co.925W 10 A. 0 AP D BY: R CONSERVATION DISTRLC� CHANNEL - STAGE2 ROAD OF HWY. 395; 179.0 FEET EAST OF THE FRONTAGE surveykv Ph.W9 67"726 Fax W9 699-00% RECOMMENDED FOR APPR BY: DRAWING No.ROAD;62.0 FEET SOUTHWEST OF POWER POLE#X10080E; No.lem STOCKPILE PLAN DATE:12.0 FEET SOUTH OF ROUSE ROAD; 1.0 FOOT EAST OF A EXP.6-30-05 m PREPARED BY: uj No. CE 3,3950 rr"n 4-811 m ' Exp. 6-30-06 go - -MARKER POST;A BRASS DISK SET IN TOP OF A CONCRETE 3-.7 7- KHALED A.OTHMAN PLANNING TENATIVE TRACT No. 29777 SHEET No. POST AND MARKED U.S.C.&G.S. L-312 RESET 1951 ELEVATION 1426.081 Civil- DATE DATE:REF. DESCRIPTION DATE R.C.E.No. 16526' EXP. DATE 6-30-05 A 0f 15 OF 15 A 29007 STOCKPILE PLAN.DWG 03/27/04