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908k_sppM4,9 k ROAD CMAIIYT BY. 5,9, S.D.I S-A, VICINITY AMP SEC_9 j T15.1' 1?.3 W. N.T, 5. AloTE : REFER To _'DOPE gTABI L ITV R EPoR7� N AP,4RED BY 0,EoTECHAj1CAL AND ENVI ROAIM EWC INEERT I DATED 9/ !g/ 9/j FDR QUE5TIOA01 RECARDIN9 PROPOSED ROADWAY SCOPES. oQ' r_Ao 1 ' !'Haut. DER ylI / EXIST. PAVEMEIN-rFDR CALLS ,,API4TRAN0 EMoV6 (Iyt- Loi) \ OEXIST A.C. CENTERLINE OF F)(/ST PAVCD PV MST ROAD VARIES #V1TH RESPECT TO CD C47_IOA1 IiU RIGHT- OF- WAY 95°�• COMPACTED ROE EICIST A.C. PAVEMEAIT STREET SUS- GR - ¢" CL. IC A66. BATE (OR As R1W SPECT FI F D BY' SR E•s. D.)O 3" A.C. PAVEMENT(OR A4(01 ?pC_e1FIE0 8Y TrPICAL SEtTIoty - AVE1111 DA DEQ ORO AND CADGE CAPKrRANO Al. 7 9. ► �' (NOME - COUNTY MAINTAINED ROAD) Slfil ROSA COMITY Underground Service Alert SEAKES DISTRICT G MANA6kE Cn Call: TOLL FREE - 1-8W P . momw DAl (( 422-4133 RCE W056 TWO WORKING DAYS BEFORE YOU DIG Rg,. EXPIRES 6-30-91 The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after DATE I BY MARK county approval or during construction, the private engineer shall be responsible ENGINEER for determining an acceptable solution and revising the plans for approval by the county. DESIGNED BY 3" THICK A.C- f0 9WACE REVISIONS DRAWN BY 4'D" 2 E 2` GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING IMPROVEMENT PLANSOF THE PROPOSED WORK AREA AND RELOCATION COSTS OF ALL EXISTING UTILITIES PERMITEE MUST INFORM THE SR.6.1. D. OF TRACT I l8' D" CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION, PHONE (909) 616-ZG4lo. or2. THE DEVELOPER SHALL INSTALL STREET NAME SIGNS CONFORMING TO THE S.R.C.S.D. STANDARD. 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPT. IMPROVEMENT MAP 2647G STANDARDS AND SPECIFICATIONS, GATE4t EDITION, AND COUIIITY OF RIVERSTDE ORD. NO. 461 AND SUBSEQUENT AMENDMENTS, AN° r. R-6-1. D. CTIVOY. 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY THE RIVERSIDE COUNTY ORDINANCE NO. 461. 5. IT SHALL BE THE RESPONSIBILITY OF 'THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE fAIJI A Ab fA COMMUNITY S'EIR VI " DISTRICT , PERMIT SECTION, FOR AN ENCROACHMENT PER- MIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPON- SIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVI- PCL l4' \\ RONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR P M. 3 J 3D - 39 PERMITS MAY BE REQUIRED. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVEL- IMUM FOR ROAD IMPROVEMENTS 9, 91 3"A.C. PAVING O 8+ 2°Io MIN, DIKE TOECENTERLINENSAND EMAY BEREQUIREDTO RECONSTRUCT EXIST- ING PAVEMENT, INCLUDING BASE, AND MATCHING" OVERLAY RE- Z00 E- Z 0 o' 'r.� �••\ QUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT '.ASSIGNED TRAFFIC INDEX. 4wPF AND D RA 1 Na0.F 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR EASeM£M DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, Gfs:b REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT 1 � Lb ( 4 PCG- I LIMITS AND ITS SURROUNDINGS AND TO PROVIDE SAFE PASSAGE FOR BO u fJ D A R THE TRAVELLING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION �• - f!" a AND ACCEPTANCE OF THE PROJECT BY THE COUNTY AND S. R. C. S.D. -, 8. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR SCD PE A !V C� R A 1 N H Q E �pc C` �p3� INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO �� (� REVIEW OR APPROVAL OF THESE PRIVATE FACILITIES ARE IMPLIED E A1 C I'l N TS C R g c- ICA b � �- 4' \S� ,�� �� SY �, �ti OR INTENDED BY RIVERSIDE CO. TRANSPORTATION DEPT. RAID o� tj 9. "ASPHALT EMULSION" (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALS PER SQ. YD. "ASPHALT EMULSION" SHALL CONFORM TO SECTION G DT 5 u DRBI Q cos ;/ 37,39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 10. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL' lof I /CFg BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET QIDG Ii"�G , REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. EX19 r. 3L, 2- g SMP 11. PRIME COAT IS REQUIRED PRIOR TO PAVING ALL GRADES IN Its `V&49, EXCESS OF TEN (10%) PERCEr�"T. 1f� E o' !Z. AFTER aCToeER l /R9t OONSTRUCTIDN PROJECTS THAT DISTURB MORE THAN F/VE ACRES MUST aBTA1N A NAT/ONAG POItUTAnIT D/s- IOT 3 �% nHARGE ECIM(A14T(OA1 SYSTEM (AlPDE4) PERMIT. OwnlERs1/DEUECOPC�e.' APE REQUIRED TO FIDE A MYOTIC OF INTENT (NOI) NITH THE STATE WATER RE 30uRjE� CONTRot 80,4RD NOTICE C 8) AND PRE P4RE A S7DAM NATEQ PO LL UTIDN PL'DNSTR/JCT/D� w QU010 ANT/T� NI TEST/�A7F N FaR THE rITE. 1 LOT c'y� :•�' C O RTF SYMBOL DESC . QTY. EMPR ESA 1,951 TOIV4 lO LDNST. 3" 10.25') A.C. 1'AYEMENT- S't(' \� 2O CDNST. 4" (0.33') L'L.Z A66. BASF /3¢9.¢ G.Y. �? EARTH WORK CUT- 3b,Z(3C.Y FILL - 2o,s31 c•r Nj�'' r� �`� �'P • �� p 3Q REMOVE EX (STING R.C. PAVE MEDT 9,549 S'.Y./ -• f o -mss' SO CC`NST 1! 1<4? C.4.P. ARCH, It GA• JOD C F TOtV, UNaRDVTED, RIP- RAP 4¢4`��Y Oo z6 4 �, PCL.� �`: CDNST o. D. 5 EA. - C. DO AIDRAIN PER RIV. C i'rAl 3016 a N PCG. I PC RFs PM. 160/!4-l� +.�� r �R= �� ® S'T. NAME SIGN PER 4 -R.0 -f -D• VT/uD. I EA. - Sf1FET 3 � � N �, �� • d a PCt. I PCL" Z Q �ayp � gO CONS r 6Y A.C. DIKE PER RIV. Co. STKD. 738 �.F R/w 48.8 TOu « AC rWALE -,COMPACTED 4" CUSS 11 O L- awE 6 CDMIACT AG6. BASF MATERIAL NATIVE MATERIAL 11'NFNSPK1FIED BY DIST [X INEEK M101 YACTIDN CORT I -OV A N.T. S . IVOtil - CO UAITK M411V TAIlUED T'PA RECOMMENDED FOR SEAL COUNTY APPROVAL = Uj No. DATE * E7tP. CHECKED BY ��•I�_ CIVir- Q►� APPR. DATE lip COUNTY DATE 0110 CHECKED BY lD CDN'al T 3 BENT MArK (/ COnIST ¢" CG. B COnIC. w/ IDx IO W.W.F. SI.? C.Y. State California County Riverside U.S.C. & G.S. Designation @CO HIST CON C. HEAD WALLA,, PE CAL - 38 0-y'Riverside Cooney Designation T- TRANS f '14 0. D- 89 !7, ,Qearesc Town Temecula _County �i versi d !3 R E Al O VE CY [f T. IZ.� (B��, Z4�� 36" CM PtS. Distance and Direction from nearest town © e0IVST 4Z to C_S-P , lZ 6,06E Z 3 3116" die ali�min�m disc _J-113-8� I Character of Mark stamped 105 CONST 48"0 C.S.P. , 12 GAUGE- "= ••jrsi de Count Iry yDr Date _jAnUarY 1983 .�� Established by " -� ��= 2 16 C o NS 7. EK rc-u s l o N o F FX l s T. 24 C. s. P. ¢Z G . F Z „ C -01I ,-ry Rry�ru MnDV T_11';_g � cpt 1n ('nn[`, r � / Detailed Description An a i��mi�nm dict marked RIVERS"'- '' (Al FIELD DETERMlIl1E D) 12 BAUr;E cylinder. 2 e'ly of centerline of Sandia Creek P lv I% CoNSr 4 K x l¢ hI R -c• S., PER CAL - TRAVIS' rTlvD. tr 81 AND D-83 (DOUBLE ?3,ZC.Y. of cent®rl7nP of 12' Wide asphalt driveway � fi5 miiec ne'1v from intersrtinn of Caranchn WKFILL fo CAWACT\ p ' ��r, ann Sandia Creels Drive• D 1 mile c'l,�nf intercertinn of Av¢niria �:a� Ilrn and Candia ;a CONST. Co11IC. W/AIO-ED, HEADWALLS' ,PER Z3. •Y CAL- TRANS 4TND- D-84 Creek Drive. Q RECONST. EXIST. DW;! I Eh, 0S, ieEMOV6 EXIST TREES' �Z CA. IVOT�: !,lORK CONTA�IVED F►ITH/N THEgE !9 PLACE MIRAFI 10OX FALTER FABRIC, OR EQVAL CoNsT UNDER-s/DEwALK ! EA 54C.F PGgt114 SHACC IUOT COMME/UCE Ur�Tlt AN `Z3 ORA JAI* PEI: RI V. CO.STnID. 309 ZO' CONST. 3G C.S•P.� 126,06E ENCROACHMENT PERMIT AND/OR Date 2"8-83. t Cul -OFF wRer; QI,IyP,1�fC 10.$C.Y. ssvE Elev. 1552.061' 24 CDNST. GRADE p�o-rc H RAIN ro28e.Y. �� CONST. Cc. 8 C°%ce. :-��R ITCH s' IRI D GRAD(NQ PERMIT f(A� BEE,/ l 0_ TRACT AM 2(�4lEo SHEET NO. SEAL APP ED BY DATE �• ; G L'a9ANY i f RVEKSIDE � F TRANSPOR I DEPT., RIVERSIDE COUNTY CALIFORNIA d 30525 Loy ,q L A M O g Rb. � ATE. A 30 3 SiCHEDIlLE "D" I ;� ROH AIA/, XVIVIIY NAP �YDTO _; R.C.E. NO. 3 3 S EXP. DATE �' Z� t M v R R 1 E T A, C A 9 Z S� 3 (9a 9} 98 - l O 8 ' OF SHTS, TE 925 94 e�� TYPICAL SECTID/YS CONST. ES'T 1$1311 rl PREPARED BY DA ent FILE NO. �Q C Jr v SCALE As IAWNN BENCHMARK FOR W.O. 98'� MCC R. STI LGD [DATE SEE ABDVf LUND R.C. E. NO. 3 (to ' EXP. DATE / L�3/� 91 Jam. 1994 9 Odw V be tv T sc PE � - �°y� � cv a s Qo,�, � SEE z � v d p�ED 14\iP, �a .r it P A ti e 4 ,A _ = •. ..tee =• s ,. ,. ',, .' � J � � , �� • .. . :. L' :- 2f -oni 7 f 9 T u5C f 7 = G s ' v o P. / 2 /DK f 0 IJ.w.F CtR. C I. a 0 aNCRETE �, �'`o CUL ERT 'h� C NCS (PE RCW (off " o CUT 911off :3 SI°(C� AY SEE DE7HfC, sNTI #° y m DETAIL -- CDCRETE D1 TCI z. �. �iK�NszH 154' ..-- .... � 3 -' e PE ' sCAG E� ( - 2 CH � v) � - . t _ _----- ` � 3 ,: � . T. n SNtfT R09R COMMUNITY IERVICE!� DISTRICT 6ENE�G MHNABER 00, 'R-AtPlff R. M KROW D.4 TE RC E I ('( REL,. E><P(RE5 (0-30-91 Underground Service Alert Call: TOLL FREE (� 1-804 422-4133 TWO.WORKING DAYS BEFORE YOU DIG u - - _ . co PG C urveRouTED '4- TdN RfP- - , A E _ _�� ,,. , �- EA �~N!iNT �- ' ; TVit= -� -` ,�. _ o s TYPE ?1 DOWAI DRAfAJ r PER _ P. s 4.R.C. D • �, , ��. � ACC y _� ,1 � W B -C_ STA .105 �4 ME 5'IG N PER '� 4fo.95 CONST. 4T A( .. - � � - , ID' _,� , _ ` ti SI - _. `, '��. � 2 rr NO ..,(I 4, b r �_ ,�, CONS (PA.C. DIKE, PER '� x4 A.C. SW�4l.E PER�RG d Ip CONST 3 - - _ _- s _ - LF 7' f� VC -C.) RD. OX t0 kW.��: o-- �—� B CoNC. / _ _ g � s _ 5 oti(ST 4 C�. VA P CY AL UC < x E D STA! L l - -V --a..CDN�Y COW, �� , f 4TAID. N0. 0- 8 ZI 00AIsT. CG• B come, CUT- OFF NAL -L, AND 5 W10E OfTL�tf T,Sc,s _. f7 P Z2 REMavE EXf4T. T REE4 sy F't ��=a �5� 'so 5(P�3 2.1 ,� E S..�t (� �, (� ° 0 2a W y SEE SHEET (O �- .. SDE R� �P o R: t Ir DE 2ti h1 O'� I 1 QED F Z3 CQNrT. UNDER- SfDEwRGK DRAIN PER Rfv.Go. S'TNb.Pfn- 3og �,- f ° � / n P R wY• 0 PLACE MIRAFI a= q('%1' 'f("' ND / t I2 W+ �t� P fir, �. �� \ 3 A.C. pt KE ..tG R D. PT I - (q 1D0 x FI(.TER R= 35' �1C�-E FABRIC OR EQUAL C= 58.88 pg I 6 10"oI'(7,2 d 15°QD'�8 R, PROP Q 0 FICC �,� R= so R- leo' ��� Wr �� sco�E - C ORTE TO VA C= f7S.95 L -Zb.211' �� '01 �i 2j �D PROos PI; f / V� �, � / C�wY. FOR ��� t�3 NOnI - COUNTY MAlNTA/N�D The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or daring construction, the private engineer shall be responsive for determining an acceptable solution and revising the plans for approval by the county. westean ae-nia! surzoeys 3386 Arlington Ave. • Riverside, CA 92506 La (Stt HfipvC 1 OR CSM /. RECOMMENDED F 144 APPROVAL / FEAL/COUNTY S � Q O jy No. 3395 � � EXP. 39 ��T CIVI F � CAL�� SEAL ft/���99 App VED Y DATE (. F SR TRANDEPT., RIVERSIDE COUNTY CAUFORt41A R.C..N0. 3 3 4 SAL—EXP. DATE & T• 7 tf1 d 3 9 5 2 5 G09 A C A M o g R D .� ITE. A 3 D 3 M U R 9 E7-4, CA 925�� (90 9) b 98- 108(0 2T1�Q TRACT AP 2647(o CDUN7Y AF RIVERSIDE SCf%E.DUlE uD r, CORTE TOVA 9TA 3402. OD 7-HRO09 N /0 449.00 SHEET No. /� q OF SHTS. DATE PREPARED BY DATE 9/ZS/qyt FILE NO. Ae SCALEl"`40' BENCHMARK DATE SEF S NIT I JAN. 1998 CHECKED BY DATE BY MARK APPR. DATE FOR 1!/ND W O 584 ^^=— ME G CA 1 T(GG o R.C.E. NO. 32b 89 EXP. DATE /Z%3/% 97 ENGINEER REVISIONS COUNTY DATE :4 DESIGNED BY DRAWN BY CHECKED BY 7vv --1 1% �I uyeszeun aeMIOL SCJRE7ey5 3386 Arlington Ave. 0 Riverside, CA 92506 L.& (z 4ev � f 00 tv r 4- <r 4CC -.71 cr, r7l < rp m cv eC 4V S rp rp CY 4v <r -I- C7- rp rp Z' *a AIM TART rlS \% WL WIGAV, q 1Z_ESI4h -kit awl %any Ilk c MA, -iz 1W %A 0 *3W iDia UOY 3RO138 ayAa rommowowr 3TAO JAW a A Ymuoo JAM Roi a3aM3MM033R JAVOR99A 7 NQX 1-0 — m AIWO=IUAO YTmbo3 3amms J43—af oqammT 0 A .:n2 65� 'KIAPA 'W J6 V 3TAa.9x3 o -Z I 1 7Aj w 163 3TAO Y8 (13FIA93R9 f-06-8 AX3 3TAa AFIAMHOMM, 3JA3e -Q�� _�� i I v tr", edl lanhuggs 101 eldlenoqzel ti ansiq wedi offt"Qie AgeNfiRne qlsvhq SdT CNIV�VO i Ye a3A33HO 3TA(3 "A _t3_ wft Qnifne zekoneqemotib to ineve esti n% MoMed n0aeb 90110 Xfftskpoos bna WA—a 11" 1 ARAM. 778 TAG 9ld%znoqm ed Reft issifiQns eisvhq em YTHUO3 nOkbUllZaW QlVhub -io levcnqqs -onuoo -ten .10L 3TAG.9X3 I�Iaas!E .014.3.3.R 3TAal eKolelv3R F133HIOM3 Xd IsvoicAs iol ensig edl Q612W-M bna noft%oz eldsiqeaos no QwAfV%m"ieb,%0A Ye a3)f33H-3 Ya HWARU YS a3MD1830 SM wase AO.sbicisviR 0 9vA notenihA MM 1 tY Underground Service Alert!�EP-ME9 D19TRICT Call: TOLL FREE epRre E�pRES 6ENERR� t ANq BER 422-4133 � � MPU R. M kROW DATE RCE !b(- 5(- TWO WORKING DAYS BEFORE YOU DIG igFa. EX P!R E5r (0-30-R7 The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising atter DATE BY MARK county approval or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for approval by ENGINEER the county. DESIGNED BY 33x5 Arlington Ave. • Riverside. CA 92506 37A PCH 1 ST • VFMTl1RA. CA 93(101 C N T CALLS WIS1RAND u GF - G r ER S'E M+E �. SFS • µ .f . Lor .07 E K 'VARIE�;E �? z ,: xrgTZr, g z jrlv MP _ °O R^ r 40 1. ILI 14 A,� �� ,tis• � �} j) G • / IMPROVEMENTS 5WOWN PN HPPKOVEO Yt. PCgN4 FOR PM. Z4581. RE00MYTRUCT 3�i TNIC+� I._ LIII."6ip' ZO 11.25°5/`U3" 3 t��'"�"•` t�4- TORI r "`•�-' _ - - V�,\�l WkWED R(P- RAP COUCRETE TO MA7T14 MIEN PAVEMENT CONST A -C. DOWM ORA 1A( PER R(V-CO- S'TND. 306 FDR ENTIRE L eNCTff DF CiEo 4SInIC. L = 248.15'f2 CONST CoNG. HCADNAW PER CAC -TRAMS �'rkri . �-8$ T = 126.22' l3 REMOVE EK(ST. 1211 C.M.P. AND 19"C.M.P. AYENIN DEL W 14 CONST S?`(x 38" C.s-P AR641 IZ 9AU8E CNT A COUNTY AWN7AIlYED ROADS IS COms-r �$" ¢ v.5 -P. I2 A QUG E RECOMMENDED FOR APPROVAL DATE APPR. DATE CHECKED BY IO REVISNS COUNTY DATE DRAWN BY CHECKED BYit' PtACC Mj1KAF/ looX 19 FILTER FABIe/C, OR EQUAL 1� CON4T. CG.e COti`6. AUT --OFF WALL SEAL couNTY SEAL APP D BY DATE "s 3 ` TRACT MAP Z&47Co SHEET NO. MIN TY OF kIrDT 51DE c S'eloi JC#CDIlLE �cDrr �4 �.oti- TRANSPORT PT, RIVERSIDE COUNTY CALIFORNIA 39525 605' �96AMOY Rt). S'T�. R 303 AY.NIDA ,DEL ORD 7 HTS R.C.E. V40-73 � 9'S Q EXP. DATE F OF S r�MURR/ETA, CA 925(03 (909) 698- 1086► ST4. 91496.78 7D STA. 1004-00.00 r�131�g� 9/25/94 int N0. 3�'��� PREPARED BY DATE FILE NO. *.VP, e-30 9 P SCALE /q_4D1 BENCHMARKd) CIVIC- oQ�� FOR W.O. F of Cr*L�� HE6 CA4TI-t LO DAA SEF 5119T I LUND 58¢ R.C.E. N 32689 EXP• DATE908 K JAN. 1994 O. doe 40 rolo POAD -- - - - - _ -- - -- - - -- -- - -- - — _T.._._ T --- } -- _- ao ror l02 /03 /o- rod �c� /o /QB 109 Flo46 / �l � ��� SCALE FEET (3 CD(tr�TRX,TtOIU II,rOTES' - 0 40 w ! (O— Co NST 311 R.C. PA V1At4 n. _ CONST. �f" CG. 1E AGO. 8,43E • n ---9"0VE 6XP�r At, PAYWAIT m r -- C - l�ON3'7c.. 71"x 47" e-1. P, ARCH ml, BA "a90 f?LA aE `UloRwU c -o `+F` TI?A/ R I "A P� 09 Al PER DETA(L.on - —, - gaa5 4T.QME`' �I�N . 0. nrc. � /aY (o w. .t --t _ �_ a DAI. f C A D Lepf R eA 1--T ANs ` - x ST A.C. DOWAI DRA ►- 7VP -.v q v v S 7u1 v f- -7 rICC i�rl�-•5 MON X f 2°'�C. qN�HAco_ r `K / - s cp d -t t3 _ _ • .r••- �� __ r, '^,, ,, `^e, - �• � ,_ a ^� � N : _ � 1D --- 7 �!►- o c \ - E M/R1_-11a9'IC ST U6E 'S s�* d tr : SAN Z4E Y Fit TER F xt "ORS UA -1 OL A U -GE '�' / m -�• - .•. ` _- - co T 1? ._.._� 1V i3c-• ��,• W � Q ,.-,..,...._.,. � � .,.•°,�` -, _: `a'.,-®.5,-,........ .,-._. -, .... � „-'''_-. � "•. � ''., --- '1 V. Age y _a t, : _ s a -R - _... S _- -_• ..._... ,._._ _ � .._. ___. -. •r r .,,_ ... � ... �r� FDR D ETA I .� �,.. - - - '` — •- ,.-. r•-- ...._ ,.._ hr v'Ir ^ f - RIO t *15 or- • - _ Y If r s I t } lkwftil pow Service Alen Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG � 440 3. sc P 710 _---3 5 Q(0 ; 5 6 c - E f R=35, V O IK 7,0P R _ - M - is a / / vs .. 1 Z, MPS / (. 5,: IeFmi E� ( CMP AND P�D ov 't �_ _ - sa y ' ` a _., s 3 2" f `?"ON R1P RAP 9T--lA'C�T AND 0014 _ r ,-' _' 4 C P T �� R15,55 cri - .' r,. DETAIL A80VE, eULV EXE _ 1 ('7•. �P "r,") � �e E V IIIA D t'ORb �' Z I N E C) t- 40 f � t NT. �Q a F _ r ..->.,. , ;, , ! ,� q -C P � .fit -- `-`--✓ 2 �:� slzc �, a 0 - OD ll- APISTR 0 1LJ r,Q.- '�vE y.E-TO- DRA F SL�7P - A y 5 t , ,F _-SfIAc E +4X Fk�A� _ Q o i 14 9•!�'! , b TD sP.M. / 7 (0 •�0-A D C V ,r - ATA � z 1AAMrA R o OMM UCT l' taw � _ [4 �1. C CGE C�-PlS' _ �Ck V1 CES MT91 C T1� Q= 50047'51" ® Jt 17007`31" P -M, Y- —7443� 44- A R = 450' R = 450' - - w - PL < ' INAt R l}P- RR P ;FROM INT L- 134.50 F -� TO ST* 1084 Sok`" �1 ABOVIC GWA/Df F- 213.691 r,- 67.76' � �, GENERAL MA NAQFR - ` d col . GROUAtOt '30" 0EVP., Q= 27•,0541" ..� R = 450' R': 45,6' CA'11f CAP/STIAND RA PH , MORROW DATE L 321.11' L = 212.80' RCE I6 6 6(-,T : 167.73 , T 108.43 ' CMT A C0110Y AfAI N7AMED UAL RE6. S)(Pl RES' (,-30-97 The private engineer signing these plans is responsible W mmuring the accuracy and acceptabiMgy of the design hereon, In the event of discrepancies arising after DATE BY MARK county approval or' during construction, the private engineer shall be neepons0e for determining an acceptable solution and revising the plans for approval by ENGINEER the county- DESIGNED BY €.tleSCeRN'2 (leR1C7l. StlRtle�8 3365 Arlington Ave. • f4verside, CA 92ND 374 POLI ST.* VENTURA, CA 93001 REVISIONS DRAWN BY RECOMMENDED FOR SEAL COUNTY SEAL APPR VED BY DATE �s 3 L TTACT MAP 26476 SHEET NO. APPROVAL -- COUNTY OF XIYWSIDE Q� off. NSPORT oE�r., of couNrr cAUFor xA d VIM D ULE T a 40 �w�QF•� A °T,y 39525 601 AGA MO.q RD; 9TE. R 303 �/j� (`T ,/�/�j� �, =Q R.C.E. NO. 3 3 S 0 EXP. DATE 6 ?� Y L'ALltr i�/7/-I.7/,�/r1lV L! } MURR /ETA CA 9f5(03 (909) 698- /08 & of 1 sHTs Y Imo. �� °G No. 33950 ,� fz/311 �' PREPAR D BY DATE 9115/ 94 enf� s�,1Q0faj. as 7D era. Ito + 87.94 FILE NO. DATE * EXP. B-sF� -7t * L� APPR DATE CHECKED BY `P''y� C/V I1-- o4SCALE %u Q' BENCHMARK COUNTY DATE F OF CAL\F MGA A T/Gl f DATE 5EE SNIT I FOR LUND W.O. S CHECKED BY R.C.E. NO. X2689 EXP. DATE 1�/ 31 ��l JAN. 1994 90 8- 14 B O 114" TH K. C L. B C oNC W/ � 10)(10 W.W.F, COT -OFF NAll (a" )( Z' x G' ZOr 5 Pit POSE D ROAD WAY ROAD SFS 5 1 / MAX. / i Q100-- V10, 1pO:U10g.7 FPS CONL4. HEADWALL PER ,CAL TRAA14 STAID. 0=89 /2 (STRAIGHT WALL) 0 O v b� ZOr Corm-RUCT too L.F. 71"x 47 C.T.P. ARCH PROFIt E C INERT 111V E "S" SCAL E• 1 ZO` (H) I 4' (V) r 1Z 6 AUC E ZD' �a J — 4" THK., el. 8 LOAM. II W/ /0 X to W. W. F• CUT -OFF WALLS G"x 2' x (0' pI — {M' DRA�NESM SCUP -�. 3v 30, AND SAL O E E 6RA0E-T0-09+911v CHRIVNEL FOR (1(o I. F C40S'= Z.33-/0 24 ZO L. f. ZO t- F p +��-�.t II 114;�i t N C�� o\)?S WlTl{ 14 CONC. LWNEO Sr/DE SLOPES' 11 _TOA/ COAIC. UAl ' 3 Z / ��t�P- lr RIP -RAP CHANNEL o W (1485) -� —� � � .. :,� Y-• << 4- % NAGE F4M7 fI �J ,. q ! Wt AND VtNn00 E 1 ( i 893t y roP CUT SSGoPE / \ oma' �y,• - - 7.7 11A I 1� -'/P -1 - E E OF DC -0 04001,wk to TRA W ?'T �- /" EXIST GRA/D. SURFAeE 1460 IEFt 1415 � LEFT 1470 LEFT 0 R/W PROPOSED Rah/ rl AII4H VURFA C E EK1S'T. Zor' WATER LIME (t0 SE RELOCATED) EX19TIAIC, A.C. 143 I S= -z k S �� Z 1435 RT C 0M PA CT_ E D I 1430 14 FO It� EXIST �RDUND Q1 DD= 850.0 CFS �tifr I ?s �► . I v/00 : Z1.7 fPs Ch Z. So rr a 6 Rt P- RAP 30 THK. © RIP- RAP, 3 0" TH K • 1� comsr so L.F , 4' Hr)( 14'WIDE R.C.B. (OouuE) A VEtilr p A DEL ORO STA. 91477 CULVERT CINE ~E~ SCALE '. H- I"=10' / V- 1 4' d' w. CAC Cq I9TRA/V - ofaoU� a6xs _ 7 —L•L __L►L__ _____ !�/ ./�- — �� 957 I4 T0N- UAVACk UTED RIP- RAP, 30"THK.X 71415) /sr '9A/ Undergrrowd Service Aler En Cali: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG The private engineer signing these plans'is responsible for assuring the accuracy and acceptabifity of the design hereon. In the event of discrepancies arising after DATE I BY fMARK county approval or daring constructiork the private engineer shall be responsible for determining an acceptable solution and revising the plans for approval by ENGINEER the county. DESIGNED BY dw e09TE TO VA STA. 9+58-00 PIAN --CULVERT LINE�3 �` CHANNEL VALE : 1 "= Zor t` RECOMMENDED FOR APPROVAL DATE • APPR. I DATE CHECKED BY REVISIONS COUNTY DATE DRAWN -BY CHECKED BY �g a, 09 C0A1MuCT1011 NOTEI % %4--r0Al, UAl6ROUTED, RIP -RAP, 117 5 . 3D'THK. x 15' WIDER ZO LOM; AND WWI 700 FILTER 3 OVER 4" CL.ZI 8A4E WITH 11 I RAFT 70O X F/L TER FABR/C. FABRIC. CDA147'. CL.B eOA1(• III Jill SO-- CONST. CL. 8 COAIC. CUT-OFF / 7/"x47" C. S. p. ARCH/Z QA. CUT-OFF NAGL 4"7'Hjr. x NAIL, 9" rHK. x 16' W11DE X3.3+HT PLgIE l4 -TOAI, VA10kOUTED ,RIP -RAP 3.3' HT,x 13' WIDE h►l NO. WITH NO.4 BARS, 11 CON:rT. 4" CL.8 COAICRETF WITH IOXIO w.W.F. la D.C., Bw- BF. - •--• /4 70 r2 CONS-" CONC. HEADWALL PER CAL- TRANg STAID. ND. 0-89 13 REMOVE ftl" 36" CMP D, COKST. 4 ' HT. x l4' WIDTH R.e.8. PER CAL- TRANS PTNDV. D 8/ >` D83 16 Zf CONST COAIVT. COW- `W114Q-E0' HEADNALLS' PER CAL. TRAMP gTAID. CL -6 COAIC. CUT- OFF WALL 1>8S �ICJI-- P.GACE MIRAFI 700x FILTER FABRIC, OR EQUAL a' v h l� CYTEND w� -(;R'gDE-TO- ORAW EKIST_ 116 GRADED ChIANJVfL SoTToM WITH l: / GONG. LINED DWTCH - 130' 1 SIDE S'LOPEp 11 Kii ZOr 5 Pit POSE D ROAD WAY ROAD SFS 5 1 / MAX. / i Q100-- V10, 1pO:U10g.7 FPS CONL4. HEADWALL PER ,CAL TRAA14 STAID. 0=89 /2 (STRAIGHT WALL) 0 O v b� ZOr Corm-RUCT too L.F. 71"x 47 C.T.P. ARCH PROFIt E C INERT 111V E "S" SCAL E• 1 ZO` (H) I 4' (V) r 1Z 6 AUC E ZD' �a J — 4" THK., el. 8 LOAM. II W/ /0 X to W. W. F• CUT -OFF WALLS G"x 2' x (0' pI — {M' DRA�NESM SCUP -�. 3v 30, AND SAL O E E 6RA0E-T0-09+911v CHRIVNEL FOR (1(o I. F C40S'= Z.33-/0 24 ZO L. f. ZO t- F p +��-�.t II 114;�i t N C�� o\)?S WlTl{ 14 CONC. LWNEO Sr/DE SLOPES' 11 _TOA/ COAIC. UAl ' 3 Z / ��t�P- lr RIP -RAP CHANNEL o W (1485) -� —� � � .. :,� Y-• << 4- % NAGE F4M7 fI �J ,. q ! Wt AND VtNn00 E 1 ( i 893t y roP CUT SSGoPE / \ oma' �y,• - - 7.7 11A I 1� -'/P -1 - E E OF DC -0 04001,wk to TRA W ?'T �- /" EXIST GRA/D. SURFAeE 1460 IEFt 1415 � LEFT 1470 LEFT 0 R/W PROPOSED Rah/ rl AII4H VURFA C E EK1S'T. Zor' WATER LIME (t0 SE RELOCATED) EX19TIAIC, A.C. 143 I S= -z k S �� Z 1435 RT C 0M PA CT_ E D I 1430 14 FO It� EXIST �RDUND Q1 DD= 850.0 CFS �tifr I ?s �► . I v/00 : Z1.7 fPs Ch Z. So rr a 6 Rt P- RAP 30 THK. © RIP- RAP, 3 0" TH K • 1� comsr so L.F , 4' Hr)( 14'WIDE R.C.B. (OouuE) A VEtilr p A DEL ORO STA. 91477 CULVERT CINE ~E~ SCALE '. H- I"=10' / V- 1 4' d' w. CAC Cq I9TRA/V - ofaoU� a6xs _ 7 —L•L __L►L__ _____ !�/ ./�- — �� 957 I4 T0N- UAVACk UTED RIP- RAP, 30"THK.X 71415) /sr '9A/ Undergrrowd Service Aler En Cali: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG The private engineer signing these plans'is responsible for assuring the accuracy and acceptabifity of the design hereon. In the event of discrepancies arising after DATE I BY fMARK county approval or daring constructiork the private engineer shall be responsible for determining an acceptable solution and revising the plans for approval by ENGINEER the county. DESIGNED BY dw e09TE TO VA STA. 9+58-00 PIAN --CULVERT LINE�3 �` CHANNEL VALE : 1 "= Zor t` RECOMMENDED FOR APPROVAL DATE • APPR. I DATE CHECKED BY REVISIONS COUNTY DATE DRAWN -BY CHECKED BY �g a, 09 C0A1MuCT1011 NOTEI I2 WIDE x Ito LONG, OVER g" CL. II 8A467 . AND WWI 700 FILTER 3 REMOVE EX197_. q.8. PAVEMENT FABRIC. CDA147'. CL.B eOA1(• III Jill SO-- CDAIS'T. 7/"x47" C. S. p. ARCH/Z QA. CUT-OFF NAGL 4"7'Hjr. x G PLgIE l4 -TOAI, VA10kOUTED ,RIP -RAP 3.3' HT,x 13' WIDE h►l NO. 11 CON:rT. 4" CL.8 COAICRETF WITH IOXIO w.W.F. 4 81qR91, IS" O.C. 8w- 8F r2 CONS-" CONC. HEADWALL PER CAL- TRANg STAID. ND. 0-89 13 REMOVE ftl" 36" CMP D, COKST. 4 ' HT. x l4' WIDTH R.e.8. PER CAL- TRANS PTNDV. D 8/ >` D83 16 Zf CONST COAIVT. COW- `W114Q-E0' HEADNALLS' PER CAL. TRAMP gTAID. CL -6 COAIC. CUT- OFF WALL 1>8S �ICJI-- P.GACE MIRAFI 700x FILTER FABRIC, OR EQUAL l� CYTEND Z4" C.SP It 9AUBE SEAL COUNTY 2P y s Y No. 33950 Z * EXP. 6-30- - 01V0_ PROPOSED FIAIISN yk�ok�& SIIRFAC E / C-Xtg'r PAVEMENT Quo= Z3 CFS ylao °SSS FPY ($'= I. (o? 9�0) EXIST. GROUND REMOVE C-10ST / rwarrE / W.S. 145t.5Z _ GRADE BAC SLDPE To AIlow 5r Ent TRANCE ro 01RECT WATER IN 7'0 CULV ER 7 - Z- EXIST Z4to C.M.P. PROTECT AMD CKrCA(b) & 'Z l2 GA. TOTAL PROPOSED L6AIGTK= b4 G.F. O UCV ERT C 11VE It It C, (CAUE CAPI'TRAND 1 rA.101+as) ICACC: H: 1 "r- 10'1 V: 1 4' APP VED BY DATE /e/.7/9 TRANSFPkAXWA DEPT., RNERrADE COUNTY CALIFORNIA G d R.C.E. NO. 33 9 S 4 EXP. DATEG 4 4 0 V 395257 ICS ALAMOS RD; qTE. A303 MURRIETA 0q. 9ZSLo3 (909) b98- /0810 PREPARED BY DATE 9tl ent6 ' SCALE 9EE ABO v EBENCH MARK MEL ASTILLO DATE SEE SHEET l R.C.E. NO. 3Z 8 9 EXP. DATE /Z 31 i 91 ZI 95 FOR TRACT MAP Z6476 COUNTY OF RWER91DE sC HEDU LF " D " CULVERT PLAN � PROFILES' LUNO WO. 5784 SHEET SHEET NO. 1 OF _t SHTS. FILE NO. -K -A . "o III Jill W.S. 145t.5Z _ GRADE BAC SLDPE To AIlow 5r Ent TRANCE ro 01RECT WATER IN 7'0 CULV ER 7 - Z- EXIST Z4to C.M.P. PROTECT AMD CKrCA(b) & 'Z l2 GA. TOTAL PROPOSED L6AIGTK= b4 G.F. O UCV ERT C 11VE It It C, (CAUE CAPI'TRAND 1 rA.101+as) ICACC: H: 1 "r- 10'1 V: 1 4' APP VED BY DATE /e/.7/9 TRANSFPkAXWA DEPT., RNERrADE COUNTY CALIFORNIA G d R.C.E. NO. 33 9 S 4 EXP. DATEG 4 4 0 V 395257 ICS ALAMOS RD; qTE. A303 MURRIETA 0q. 9ZSLo3 (909) b98- /0810 PREPARED BY DATE 9tl ent6 ' SCALE 9EE ABO v EBENCH MARK MEL ASTILLO DATE SEE SHEET l R.C.E. NO. 3Z 8 9 EXP. DATE /Z 31 i 91 ZI 95 FOR TRACT MAP Z6476 COUNTY OF RWER91DE sC HEDU LF " D " CULVERT PLAN � PROFILES' LUNO WO. 5784 SHEET SHEET NO. 1 OF _t SHTS. FILE NO. -K -A