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912p_spp0.87 FS 2-1 Max. , -= Esc. Ground t?41N AC BC BCR C&G CL D/W EC ECR EX Fl - FS TC R/W TB Asph6k Concrete pnverrlent Begin Curve Begin curb return Curb & Gutter Centerline Driveway End Curve End curb returns Exi st In g 71Dwitrie Finish surface Top of curb Right of Way fine Top of berm ES'nMATE OF QUANT MES D U {O 43 15. Adcess i;nntrnti ars the freewny villi be.. maintained at all finites, '.e., the work `ns'ide Lne State sight of way must be fenced off with no access to the work arec from the freeway. II II 00 18. All fence fe.ocated io facilitate the Construction Gf this project inside the State right of way steal: r ° be replaced with Type CL -6 fence as shown in the State's Standard Plans or with G reinforced Q7pd concrete block wali in cccordance with acceatcble lo:al agency standards- DIC r 25.7 Hrs Out 17. Where Type CL -15 fence does hat exist, the Stets right of way fence must be upgraded to type CL -6 fence, os shown in the Standard Plans, 1 PROJECT s 1 SIT IE 1 MORONCO LLiJI INDIAN 0 I � RESERVA-90N Fxieting -iria Shop LLI 1 yr w __j API, U -9-'9u- 105 ?' 0' 8 C nos rs �� II Q10 = 43-1 cfs — — 1 g .. i _ ,-,a io . ",. CALTRANS GENERAL NOTES CONSTRUCTION NOTES [ 1 yry - �-�� .>�, �- T. {��VfS=rf J�C� Zr•!Ff if, �cfrrJ. �rc Yore �! �, pct f�R781s] 1��,Jn Q100 68.5 cfs Roadway Excavation A %-AItrons encroachment permit is required be`ore any work may begin in, or near, %ne State 1 .. .................�.......,.. L---- _ ~,� Lanstssct 3" Garb and gutter ler L?i'ressi a County std. 20': Construction Centerline 4 -Survey Centerline r o I right a' way. -' .. Construct cross gutter per Rivers'de County Std. 209, -nodified to 12',,,14' width, New 1150 CY Ex. 2. All work wi--iin the State right of way shall conform to the latest State Standard Flans and � Construct .$" csphc:t concrete dike Der Riverside -Darty St.d. 2'2 & 38" RC TO E�. DRAINAGE Asphalt concrete 74 �,, -', '-' heAl Spec[f[Cotions or as directea by ,he State s representative. Standards other than $tate Standards1.9 Co struct 6' concrete sidewalk ler Riverside County Std, 401 no: commence CHANNEL CA TRANS R/W 5B, 36400 SF, TO BANNING hcs teen Issued. must be pre -approved and jast[fied. LJ Ifs 1 24" R.C.P. 9 LF Curb and Gutter (Type A-8 { ) A C k (8" 1521 LF 610 LF ,. � ;, ; ' -i . •. 1L` - 14.2 rs Construct concrete occess ramp per Riverside County Std, 403 �yp} r moi LJ1 tilJL — 1.0' 32'.. -_ B' 3C' to 35' ` 3: No equipment or materials mcy be storey in the State right of way. _...._..s lace AC pavement over class 2 aggregate base. See ty>❑:col section for thickne w "...., " _ o' 8' 12' 12 12' 14' Freeway R/W 1 EACH 3 EACH ._................. .................................................. �_......................_.._......................... w ` _..................................".. � TO PANNFNG Channel Centerline4. All disturbed tineas in the State right of way must be treated for erosion control(hydroseeaing or RESERVATION Overlay existing A -'pavement 1 EACH ' 0.67 TC New ;.L- Ex C_ --a.. 0,79 TC 2' equivalent, or as directed by the State s representative). ?he respcns[bi�;ty for ^�-aintaining g Install street r.cme son per River ids County Std. 816 rOI6- FL 0 Vb _S 0 12 w`, -::::.mm::....._ erasion control will not be released until the seeding is well established. The aantractar will be ;:'• y.. ; ew 2% iC8 N 10, rt Street Trees 2:1 Mox, OrFRAh+1P '`•� responsFble for tie cost of Ca:trans cleaning cnv drainage structures or charnels which have 9 Irstoil street ght per Riversiee County Std, "001 SEMINOLE DRIVE / 2% 2 C&G Access Ramps 5 EACH `X� p „ ... 10 FREEWAY — WESTBOUND r '....:._.... __�:::.=.;:::N'.................. become guttered with debris and/or sift as a reswlt of, ar caused 5y the construction project. 10 Install type F marker as shown, at 10 spaoing 50 TONS r t Ex AC _ � Existing Cbncrete lined r ......." �.. -.._..,..,�........... " Barricades 48 LF ¢ 12, i2, channel Protect in place, 5`514 5 All State drain>n cleaned of debr's and/or silt by the age structures/chcnels must first be completelyn 11 Construct catch basin per R verside County Std. 300, depth and width as shown, ' 4 TONS;� CASA 4N : �r ".. ". 22' ; 0 . � i _ _ FREEWAY -m. contractor pr' -)r to making any corinectmns' 1 Construct RCP storm drain. 36" (91.44 CM) dia- 1 EACH r' " "" " 24' 50 - ----- 6. The contractor shall be responsible for ensuring ti -rat any State drainage facility w�ch is connected �13 Construct MH No. 1 per R've.rs'ce Coun-y Flood Control Dist- Std. MH 251,mattff4d o Dedication Ex. R/W Width New Ex- Ex. to o- directly affected by the =,'ractor s operatiar shall be operational prior to final acceptc; ce RINGS SPRINGS Yetch exlstrng 12" storm drain #V flaw line- H =5i5So'� A- p- 5-' RIVN R/W SPii�'lIf1D, lv ❑iIV2 R/W of .ne permit work b the State. Adequate clean -outs and access o enin s will be provided in an p y q p g p �` 74 - Construct 5tpr� drain outlet per Riverside County Flood Control Districr Stc- J5 23a aonstructian within the State s ?-10! of way for future ma[nten❑nce one repair work ds needed., C = 10' (3.050 V), 7 - 36" ;51,44 CM), _ - 15' 4,575 M) Typical .Section S = 47.0,0, -leo R = 47.2.3, Angle = 45 This shzU be fur+'sned n' nts cast tti the State-E-ev � Constfuct drainage outlet structure per Riverside County Std. >, 306 (Std 108) NTE wide and 6" high. 7, 7. Where survey r-nonuments exist, such monuments shall be dratected or 5hali be referenced and R:}$ TI: '•5 0.36 AC over 0.50 Bose reset pursuant to Bi:slness and Professions Lode, Sections 8700 to 8805 (Land Surveyors Act). 16 �rctect ex'sting con rete lined yhanne` St 4,+85.[0 t'D Sty.+6fi.42 17 Protect existing storm drain it place. $. Where required, the pavement must be saw -out a mirlimurn 2' from ;nim existing edge of the pavement. The Saw -cuts must be oerpendicuwr to, oorallal, or concentric with, the State 18 Protect [n piaGe. Ex, R/'N tx, CL & R f W Highwny centerline.�g Remove exis-'Ing `ight pose l 9. All signing, striping and p❑ve-nent morkIngs shall be In conformance with the Current edition or Rew,ave exist rg sign 44 the Traffic Manual, published by the State of California, Department of Transportation, and 1:ne 21 Remove Dortions of existing fence within Public Right of Way 12' 32' Special Provisions. All pavement markings snoll be thermoplastic unless otherwise noted on the ''Nay B' 72 21 2 plans. Re-ove oily existing trees within the P::b'c Right of h 8' 1 Rern ove existing AC pavement ME 0A7 TC " 0 7d._ 10. ?`'ie exaot 14Cgtson of all signs shall be determined In the field by the 5t4te's representoiive. 0.91 FS l D.O 4Lr ,•` r "inner 24 Protect ex sting Dower die Ex. Ground II ;`New New #4 2% Match Ex, Ground 11, Al conflicting striping and pavement markings not shown on tf,e Dlans shall be remove frorn the Construct barricade per Riverside County Std. 810 AC pavement by the contractor by method of sandblasting. 20 Relocate existing Dower Doe, Ex. Ground 1 Deep Creek Road to 12, All conflioMng signs shall either be removed or relocated by the contractor. +Relacatable signs � (2J) Ccnstr,:ct modified access ramp Per detail on Sheet 1. TjrP3CaleC1 Re"gged C-dp ,_regk Road pavEment widkh 29` Refocate ex �ran5r5i33ien pole_ .d 1.0' WJv aF r?!W shall be installed as specif'ed on the plans or as directed in the field by the State'ti representative. 28 Canstruat mod'fed concrete S a per Riv. Ca, Std. 209, lOrl f ' 7 Lean Ca: 5€d. 2i2 ai 3' 8" B" traClSlStl4nS: (Std, 142) per-Riv. k17 -ofFjW.. Apply {hPf»eapSn%Lkc_ tifhtt. fne per 13. A=1 signs, roadside markers, electroliers, etc. shall be protected and/a- reolgoed ;r -kind,, at no cast 29 0 CL'C�faCe "a 4anstruat RCP' storm drain- 24 {60.95 GM) die. NrS cAt-TRA>sfS 5!d- R24E 4djeccni: tD ��,�Y:. to the State, in accordance with the carren* State Standard Plans and the latest edition cf the R: 78 TI: 7.5 0.36'' AC over 0.50" Base Traffic Manual, 3C Install street trees per aporoved landscape plans. i2-+517.00 sty, � tc Sty. 15+49-00 -'X- 5t Q. 10+ 78-00 tci• Std- 14. No freeway ramps or freeway lands may be closed or obstructed at any time unless specifically allowed pe~ the encroachment perm[t and/or as directed by 4,e State's �epresentativa, az Asph6k Concrete pnverrlent Begin Curve Begin curb return Curb & Gutter Centerline Driveway End Curve End curb returns Exi st In g 71Dwitrie Finish surface Top of curb Right of Way fine Top of berm ES'nMATE OF QUANT MES D U {O 43 15. Adcess i;nntrnti ars the freewny villi be.. maintained at all finites, '.e., the work `ns'ide Lne State sight of way must be fenced off with no access to the work arec from the freeway. II II 00 18. All fence fe.ocated io facilitate the Construction Gf this project inside the State right of way steal: r ° be replaced with Type CL -6 fence as shown in the State's Standard Plans or with G reinforced Q7pd concrete block wali in cccordance with acceatcble lo:al agency standards- DIC r 25.7 Hrs Out 17. Where Type CL -15 fence does hat exist, the Stets right of way fence must be upgraded to type CL -6 fence, os shown in the Standard Plans, 1 PROJECT s 1 SIT IE 1 MORONCO LLiJI INDIAN 0 I � RESERVA-90N Fxieting -iria Shop LLI 1 yr w __j API, U -9-'9u- 105 ?' 0' 8 C nos rs �� II Q10 = 43-1 cfs — — 1 g .. i _ ,-,a io . ",. SEAL o 4 [ 1 yry - �-�� .>�, �- T. {��VfS=rf J�C� Zr•!Ff if, �cfrrJ. �rc Yore �! �, pct f�R781s] 1��,Jn Q100 68.5 cfs Roadway Excavation V 4500 1 .. .................�.......,.. L---- _ ~,� n IL sstetct£ oil ........ m r o I :. r. . -' .. -n TO SUMP OTH 2 - 2£` CATCH BASIN$ Aggregate Base 1150 CY h4 7 APPR. DATE PCC Cross Gutters & Spandrels 3400 SF V-4.00" & 38" RC TO E�. DRAINAGE Asphalt concrete 1400 TONS �,, -', '-' heAl I^r {�`.....................................................:................. ;1L" R. C. P. 144 LF no: commence CHANNEL CA TRANS R/W Remove AC pavement 36400 SF, TO BANNING hcs teen Issued. x}'' CSOC 22.6 Ifs 1 24" R.C.P. 9 LF Curb and Gutter (Type A-8 { ) A C k (8" 1521 LF 610 LF ,. � ;, ; ' -i . •. 1L` - 14.2 rs 1 �yp} r moi LJ1 tilJL GENERAL NOTES 1. 1, 3-7cil. be '_ie 7e.-,Dor.sibi[ity of the deve[oppr, owner nr ntr4ctar to a¢piy to the F�lvesside County Trans�or.ot�on Department, aermit Section, for on Encroachment Permit for all work berforrned within pub: -.c right of way, dedicated and accepted far public use; and to be responsible for satisfac.ory compliance for all current environmental reaulations dur�nq the 'fe of construction activities for this project. Additional studies and or permits may be required. 2. The cor..•actor- shall be responsible for the clearing of the proposed work area, and relocation costs of ail existing utilities, peri-;ittee must inform County of construction schedule at least 48 ':ours onor ;o Degino -'g construction. Phohe 909 275 6790. 1 The deve:ooer will install street ,-"ame signs conforming to County Standard No. 61$. 4. All work shall confcrm- to the requirements of Riverside County Transportation Dep❑rtrneht Improvement S:ondards and Specifications, latest edition, County Ordinance No. 461 and subsequent arnenar^ehts. 5. Ad underground facilities, with laterals, s' all be in place prior to Davina the street, including, but no-,limitea to, the follow^c,,-. sewer, water, electric, gas and storrn arains. 6• 7t shall be the responsibility of the developer or contractor to apply to the Californic Depart-ent of Tran.sportatior for an Encroachment Permit for all work performed within the Stave right of way, 7. It shall De the responsibility of the cortrcctar, or developer to install arsd ma;ntnin all constriction, regulatory, guide and wcr-7-g signs within the project limits and its s;;rrou^dings to provide safe Dassage for the traveling public and workers until the fifiaL compL.etion and acce3tcr.ce of the project 5y the Ceronty- 8- Ail street sectior-s are tentative. Addition❑I soil vests shall be taken after rough grading to de. -ermine ^e exact street sectior requirements- Use Stondard No. 401 if expansive soils requ ired. 9. Asphaltic Er-u[sion sholi be applied not less `par fourteen days following placement of the asphalt surfacing and shall be applied of o rate of 0.05 gallon per square yard. Asphaitic e.mu[sior shall conform to Sectio^ 37, 39 and 94 of tfie State Standard Specifications, 10- Curb depressions and driveway approaches wil: be Installed and constructed accord[ng to County 5tcrdcrd No- 206 a-d/or 207 as directed inti the field. 11. Install street trees in cccordance with Ordinance No, 450 and 499. Washingto,i[a 'obusta - Vlexicon Fan °alm, 16' Brown Trunk Foot Albiz'a jullbrissin - Si'k Tree, 2,V box Phoe.nfx dantylifera - Arab Date Palm 12, Street -ghts sha!I be installed in accordance with the approved street lighting plan_ 13. As determined by the Transportot[on Director, `he developer is eesponsible as a rInIrium for road improvements to centerline, and may be required to reconstruct existing pavemerrt, Inc•ud`q base, and matching overlay requ[red to meet the structural standards `.or the current assigned traffic Index - 1 4-• ndex-14• Only loroscaping consisting of grass and parkway trees may be installed within parkways on local residential streets witt_-out separcte landscape plans. All other types of landscaping in .nese areas, and oil landscaping an all other streets shall require separate lordscape plans. Al County landscaping encroachments shall conform to Riverside County Standards Relating ,o the Adr''rlstration of Landscape Encroachments, dated June 1990, 15: Any pry❑te dha[nage 'facilities shown on these plans are #or information only. By signing these improvement plomg; no review or approval of those private facilities is implied or Intended by the Rivers[de County Transportation Department. 16. After 3c-obsr 1, 1992, cons -ruction projects that disturb more than five acres must otatcln a NPDES, fictional PcPutant D[scharge Elimination System aermit. Owners and or developers are req.; -ed to f.e a Notice of Intent with the State Water Resources Control Board and prepere a Starr Vater Pollutior Preventior Plan and Monitoring Plan for the aite- 17. t shall be the responsibility of the developer to notify the engineer to install street eenterllne monuments as required by Riverside County Ordinance No. 461 1$, Ali -cork within the -:ate r1gnt of way shall be 'in accordance with the latest edition of the Manual of 'afflc Control -or Construction and Maintenance work Zones. Traffic Control Plans should be swbrrrltted and approved before any cans ructlon within the State right of way begins. 19. All work withir the State r'ght of way shall be in accordance with the latest edition of the Caltrans Standard Specifications and Plans. 20. Access contro! on the freeway wirl be maintained at all times, i.e., the work inside the State right of woy must De fenced off witi,.. no cccess to the work area from the freeway. 21. No freeway rcr^ps or freeway Ines may be closed or obstructed of any time unless specifically permitted. When per~~I'tted, Traffic Operations, Mr, Rolph BusCerni, (909) 383-5970, shall be noti`iec ct east 48 hours before closure. �.... Sidewalk ",. SEAL ............ [ 1 yry - �-�� .>�, �- T. {��VfS=rf J�C� Zr•!Ff if, �cfrrJ. �rc Yore �! �, pct f�R781s] 1��,Jn { r �f:'G C -do--QE M.M. 3, i►t a d r to 5 fd 251 psi Consf, 'la+t i3.L?54d. 7T+3j; T/S. PCC 5700 SF sstetct£ oil ........ m ,•;. 5tdte Highway " " :. r. . -' .. The private enginaer signing theme plans i6 rtsponsible for ueaunny t1le accuracy �4 atGeptvbiity o: the deeiyrl hereon. In tMa event of diacrepangia8 Girl" akar r Ljnty approval or dwring con3truetion• the prfwata ongirteer shall be reaponaibla far d_tsnninine an acceptable aoA+tion and reviair,Q the plans for orurmui by the County. arm--edgeVAge rale cote frnft++n€ssinn pales to i.8'W7y eF R - a�ATE BY MARK APPR. DATE PCC Cross Gutters & Spandrels 3400 SF V-4.00" DATE � CTESItsAIED By DRAWN BY CHECKED BY ... Work conte:neck Within {�`.....................................................:................. ;1L" R. C. P. 144 LF no: commence until an encro❑chmen t permit .".. '.SHEET 2 L— MAIN STREET'i FA# permit hcs teen Issued. Y MORONOO 24" R.C.P. 9 LF �...._ ww.... w... — — -... w Catch Basins, 28' 2 EACH 10 FREEWAY - VvEST�our.a...........r _...._..s w "...., " Uj INDIAN Outlet Structure Under sidewalk Drain 1 EACH 3 EACH ._................. .................................................. �_......................_.._......................... w ` _..................................".. � TO PANNFNG .�.. RESERVATION Street Signs 1 EACH ..................................... _...„.._:........._....� _ ... __ - 10 FREEWAY EASTBOUND �Luad Street Lights 8 EACH ..............._ ": MAfI� STREE�;...... -::::.mm::....._ ;:'• y.. ; DRIVE Street Trees 18 EACH OrFRAh+1P '`•� ...” SEMINOLE DRIVE / ; : ;• •.. Access Ramps 5 EACH `X� „ ... 10 FREEWAY — WESTBOUND r '....:._.... __�:::.=.;:::N'.................. ............ "..... Overlay existing pavement 50 TONS ,; ..." ~" ................,......_...; ..........._ ......................................................,._......................... r ......." �.. -.._..,..,�........... " Barricades 48 LF .; _ ".,.".,....," H .,...". ".,."" ..,...,._"...,." T4 PALM SPRINGS ........ .m.m.................................................. _.. mm..".."... " Fog Seal- 4 TONS;� CASA 4N : �r ".. ". _ ..... ... T .....,.. _r r ............. l STREP v 0 . � i _ _ FREEWAY -m. EASTBO Starry) Daroin Manhole 1 EACH r' " "" " ��P , �r ; " Relocnte Power Pole ❑ ( 5 EACH _ " _ "". u .: ". T P A RINGS SPRINGS " DIGALERT f a DIAL TOLL FRM I— 9O0 -22? -2640 AT LEAST TWO DAYS BEFORE You MG R"D SERIAM ALERT OF SOUTHERN CAUFOMIA r.o. 33P5G INDEX MAP 1':=200' SEAL -No. 351.55 Exp 9_3,Zgc CIV L Jz 1r'=200' APPROVEBY DATE f r f ? w0 ANSPbRT 7 DEPT RIVERSIDE COUNTY CALFORNIA R.C,E..NO. 33950 EXP. DATE 6130,'98 P TE 9'-7•$ 7 MICHAEL p- MIJETING, P.E. DATE R.C.E ND. 35165 EXP, DATE 9130/99 PECQMMENDED FOR APPPOVAL '.•' SEAL yry - �-�� .>�, �- T. {��VfS=rf J�C� Zr•!Ff if, �cfrrJ. �rc Yore �! �, pct f�R781s] 1��,Jn { r �f:'G C -do--QE M.M. 3, i►t a d r to 5 fd 251 psi Consf, 'la+t i3.L?54d. 7T+3j; T/S. �2e-98 M.N. a. RerrSed si-d, 903 J•o Sid, 30a, ' ma,ed itf854a /?- *if VICINITY MAP 2-3.95 A%K L Revised Deep Geek AT, 1. DA71= The private enginaer signing theme plans i6 rtsponsible for ueaunny t1le accuracy �4 atGeptvbiity o: the deeiyrl hereon. In tMa event of diacrepangia8 Girl" akar r Ljnty approval or dwring con3truetion• the prfwata ongirteer shall be reaponaibla far d_tsnninine an acceptable aoA+tion and reviair,Q the plans for orurmui by the County. arm--edgeVAge rale cote frnft++n€ssinn pales to i.8'W7y eF R - a�ATE BY MARK APPR. DATE CHECKED ICY ! L ENGINEERREVISIONS V-4.00" DATE � CTESItsAIED By DRAWN BY CHECKED BY r.o. 33P5G INDEX MAP 1':=200' SEAL -No. 351.55 Exp 9_3,Zgc CIV L Jz 1r'=200' APPROVEBY DATE f r f ? w0 ANSPbRT 7 DEPT RIVERSIDE COUNTY CALFORNIA R.C,E..NO. 33950 EXP. DATE 6130,'98 P TE 9'-7•$ 7 MICHAEL p- MIJETING, P.E. DATE R.C.E ND. 35165 EXP, DATE 9130/99 RICHARDS MUETING WILKES PARCEL MAP NO. 28368 P L A :N N I ti G & E N G I N E E R I N' G 5529 Riverside Ave., Ste. 115 COUNTY OF RIVERSIDE CF Riverside, CA 92505 SCHEDULE 1PE" Phare: (909) 27$-8010 Fox: (909) 271-8013 STREET IMPROVEMENT PLANS 4 BENCHMARK Elev„tinn: 1792.u91 TITLE SKEET Fi.E NUiABER: Fr+4 - 1 2” W/Usos Std -cap, �,t6mw "179-1- $.11" P/97 150' Ei0 5ro.dway, N/0 railroad trcrcrc, Cabazon CLIENT 41KR Partnership p�4TE g ap FI OT nATF q-17-47 912-P VICINITY MAP TOWNSH'P 3 SCUT-, RAi�-GE 2 EAST, SECTION 5 NOR IH V-4.00" NOTE Work conte:neck Within these plans shall no: commence until an encro❑chmen t permit oral or grading permit hcs teen Issued. SHEET k0. RICHARDS MUETING WILKES PARCEL MAP NO. 28368 P L A :N N I ti G & E N G I N E E R I N' G 5529 Riverside Ave., Ste. 115 COUNTY OF RIVERSIDE CF Riverside, CA 92505 SCHEDULE 1PE" Phare: (909) 27$-8010 Fox: (909) 271-8013 STREET IMPROVEMENT PLANS 4 BENCHMARK Elev„tinn: 1792.u91 TITLE SKEET Fi.E NUiABER: Fr+4 - 1 2” W/Usos Std -cap, �,t6mw "179-1- $.11" P/97 150' Ei0 5ro.dway, N/0 railroad trcrcrc, Cabazon CLIENT 41KR Partnership p�4TE g ap FI OT nATF q-17-47 912-P I :.................:......................:...... .........................................:......................:......................:.................................;...........:...........;....... ..................... ....................... ..................... ....................... ............ 0 ........ ........ .. _ .:. mR :.....................:......................:........... ................. :a . ...... _.o.. 0 ;........a............. ........_...�...._ tr........:... ...........:.::::::..::::::............ .. ... ... o ............................... _ f 4........1 14 43.92 M 35 9 4. M RCP 9. 0 0 s o a .,,,.... o o o __ . 00� ........ .. f cr. ..............................................................................._.............................. ....................... a . �F . ............................... ........................................:......................:......................:......................:. 0 0 0 o . o . ........................:...........................................:................... ..: ... . o ...........tr.....................tr.......................tr.............. 4 � .. .. ... ... tey y ..... ... ... .. .... .... r } ... Y x..... L tr , ... ... ... ... ... ... ....... ... 2 t � .'� .......... ............................................................................................ ............................... .. Q y� �] Yy !L. �k]f! �...�[iCF.. Cr1Yl...i[3ri U 125b — x r5 '4 i r+,11 t 8" asphalt concrete dike per Riverside County Std. 212 t 6' Concrete sidewalk per Riverside County Std. 401 t noncrete 4:,cess ramp per Riverside County Std. 403 pavement ever clogs 2 aggregate base, tai sect':or 'or t`5ickness. :Asking AC pavement with varaible thickness for smooth trcnsitiar. ree name sign per Riverside Cour.ty Std, 616 '.D von-, 200 watt, 22,000 lumen street light -side County Std, 1001 3 each ;t over -side a*ai^ per Caltrans Std, D788, Type A. ,t catch basin per Riv. Co. Std. 300. Depth and wld.th ca shown. A RCP starry drain. 36° (9'.44 CM dla. A MH No. ' per Riverside County Flood Control Dist- Std_ MH 251, xisting '2" s':ar- drain ;43L flow line, Ma,1,`P4J +'/ 50; Rz 0.50' ;t storm drafri outlet per Riv. Co, Flood Contra) District Sta. JS 230 (3.050 M), D = 36" (91,44 CM), �_ = 15' (4.575 M), 47-00, Elev R = 47.23, Angle = 45 existing concrete lined channel cxistlig storm dra'n in pcce; in place. exist°^g AC pavement existing power pole .t barricade per Riverside County Std. 8`0 ,t modifiea access ramp per detail on Sheet 1. :t concrete �,pdndrej - ❑er Riv. Co. Std. 209, transistions_ tree: trees per oppfaved landscape plans, 1. IGALERT i " ; Tq _ µ + —a D``• DIAL TULL FREE 1-800-227-2600 ` - - ".�".........�.w...,. •, � IN ERsrn � 10 — MAIN STREET 4FFRAluP AT LEAST TWO DAYS + ryl BEFORE YOU DIG n ClSNU LANE ¢0, 5T$ IryRSTATE 1.0- UNDERGROUND SERIACE ALERT OF SQUTHERN CALIFORNIA f RECOMMENDED FOR SEAL SEAL APPROVE¢ BY DATE r d!TJETI �+VILIE PARCEL 111�P!o85" NO. A�Pb'YA 1 i,`� - PAN NI NU & EN GI NEED IN G v �} FUS A?v$30R no fEPT,• RIVERSIDE COUNTY CALIFORNIA COUNTY DF RIVERSIDE 2 r 529 R vers'.de. Ave, y fl.' Fri( Cr,s �� LP ti L v G i7 F V z { Z L z OF R,CE- N.o- 3 G0 Ek P_ ATE 6/313/987. RIveESlde, GA 92505 SCHEDULE IMI rds�d,Sr e�ansf.Alofi13�5f . 7Fr36 f f� P B ATE —# Phorxe: (909)75-810 �Q: (goy; 2-01 STREET IMPEPVIENT PAIS !7LATf -6 gs M.�'f, 3fodf s DATE r . #' The private angincer signing these plans is responsible for assuring the accuracy gY MARK APPR. BATE CHECKED BY s� ulkrl._ 1 uj C;V'L `and oaceptahilty of the design hereon. In the event of discrepancies arising afte,} ��' �` rVSCf�I._E rleva-lon: 1792.39" � L DRIVE FILE oaunty approval or during construction, the private engineer shall ae responsible ENGINEER REV151bNS CfltfNTV t'r'r ' F_ s-`�"-k' MICHAEL fw'..E ��7�:,, P,E. BENCHMARK k t tqr d$termviira an acceptable solution and revising the pars for approval by DATE nd 3 712` IP w%USGS Std Cvp, vamped 79'� S.B.' the county. XSiGNED BY DRAWN BV C�ECKED 5v fL, 1 R.G.E. *r0. 35:65 EXf'. DATE 9 30 89 DAA 3f97 150' -/0 Ereodway, N/0 rnllraac track, Cabczon �u T- MKA Partnership a+T 8 97 PLOT DATE 9-17-97 912-10 The priadf.e engineer signing theeo plans rs responsble for assuring the accurmay and o0cepta4ility of tha design hereon. In the event of &Krepanoies arising after oounty approval or during constructiarl, the private engineer shall hs raeponsible iar zr;mi ng on acceptoble 36Yuiion and revlsing thg plans for appro4al by the cWnty. 777 RI=COMMENDED OR APPF�t7VA /.n I Df1(£ .. - I`1. rF. eYf;rd L7eC Co-eck Rd � . Srr ''cl ,IO*7 +1 1 tS� . 22 0 -ft 1 .l1�. ,v `a� 1'fi.f'F 1. F, rsed� 4J303+f.o S{,s(- �O$ E�4--4( It f $54+ 12 � f i 3 f# evjgrd peer, [�re K K4o0 pjver f'lt v; ;tb to % CALTRANS GENERAL NOTES CONSTRUCTION NOTES GENERAL NOTES A Caltrans encroachment permit is required before any work may begin in, or no -or, the. State � Construct 8" curb and gutter per Riverside County Std, 20' 1. it shall be the responsibility of the developer, owner or contractor to apply to the Riverside rigl-.t of way.Caunty Transportat'on Department, Permit Section, for an Encroachment aermit for all work Constructiofl Centerlirle - Survey Centerline C2)Constructcross gutter per Riverside County Std. 269, modiiiev :o '2'cr Mdi-n, p>wrformed within public right of way, dedicated end accepted far public ase; and to be New Ex, „ resoo Bible for satisfactory comp?lance far all current environmental regulations during the RfIM R/ti+v 2. All worst within the State right of way shall conform to the atest State Standard Pions and Co-Struc= o asphalt concrete dike per Riverside County Std- 214 life of construction activities far this projec`." Additional studies and or permits may be required. y4 Speci'Fic tc ons or as directed by the State s representative. Standards other than State Standards 04�onsts,et 6' Riverside Count• Std. A-0) bt pre -unproved and justified. 2• The contractor steal 5e responsible for the gearing of the proposed work area, and reiooatlon. $ Can t!:vat concrete access ram per p R" County costs of al' existing utilities. permittee must inform County a' construction schedule at least verside Caun, S:d. 403 48 hou-s prior to beginning construction. Pho»e 909 275 6790. 1p 32 B' 30' to 35' 3, NQ equip --lent or materials may be stared in the 5tote right of way, 6' 8' 12' 12' 14' `reewc R W Place AC pavement over crass 2 aggregate base. See typlco sec-io- for thickness. y f 3. The developer will inst❑II street name signs conforming to County Standard No. 816. Chcnner Centersire4, All disturb -ad areas in the State right of way must be treated for erosion control 'hydroseedir.g ar � Overlay existing AC pavement 087 F5 I 0.87 New Cl -Q Ex CLQ, 0.79 TC 2F � equivalent, or as directee by the State s representative, The responsibility for maintaining 4. All wank shall conform to t^e requirements of Rverside County Trassgortatian Department 'O.QO FL \ f 0 7� FS erosion contra: will not be releaser u^nil the seeding is well established. The contractor will t)@ Install street name sign per Riverside Count Std $'S Count Drdirlance No. 451 �'.. NN D. '.2 =: 9 P Y Imp. -ment Standards and Specifications, ictest edition, y 2: 1 Mclx ` € ew New - 1� New and subseg ant amendments, 25; C8G AC 29` 27 U$LG 2: 1 Max. responsib:e for the cost of Caltrans cleaning any drdinoge [t"ructures or chormels whic.n nave ns al street llcnt per ?i sersiCe aunt} Std. 1001 Ex Ground` tel`. ' �- became cluttered with r' " deb, is and/or silt as a result of, or caused by the covstruc:ion oroject.1v ^stall t e = marker as shown, at 10' s acin 5_ 'All undergrourd rac:: ties, with laterals, shall oe in pique prior tc paving the street, including, 4AC12' 12' ��' •ti\�_"__- Exisk�rg Concrete shed chanre: � but not limited to, the {allowing... sewer, water, electric, gas and 5tarm drains. 1 ",`5 18 Pro.ect in place. 5, Ail Stcte dra:Page structures/channels must first be completely C'eanec of deb -is and for s'•.It by the 11 Constru:at catch basin per Riverside County Std. 300• Depth .ar." width as shown. 28' 22' It shall be the responsibility of t�.e developer or co^[rector to apply :fl the California contractor prior to making any connections. 12 Construct RCP storm drain. 3E" 91-44 Chi) dia. r , 50.--- ------- Department of T ansportation for on Encroachment Permit or all work performed within r } r the State righ. of way. Dedication F x. R/W Width 6" The contractor shall be responsible for ensuring that any State drainage facility w. ch is connected 13 Construct MH No. 1 per Riverside County Flcod Co^trot Dist" S:d. MH 251, New Ex Ex. to or directly affected by the contractor s operatior. shall be operationa- prior to final acceptance Vctch exist'�g 12 5tor-n drain to flaw line. 7. If ShQli be the resQansib lity of the contractor or dpueltipes :a inskc�ll of t' mts{s�t is1 ai4 R/W R/W R/W he t pet- .t e�or4t by tree Stale" Adequate clean -outs and access ape^•cgs wil� be provided in .any '4 Construct s'arm drain outlet per Riverside County Flood Cantr❑I District Sta. JS 230 Constr;;C:ion, regulatory, gu'de and wor�i^g signs within the project limits and lis Siemin ole Drive cons -.ruction within the State s right of way for future maintenance are repair work as needed., C 10 (3.050 M), ] 36" (9',4P CM), _ = 15' (4.575 M) surrounoings to p.-ovide safe passage for the traveling public and workers until the Typic❑ SectionThis work shall be fur^'shed at no cost to the State" E.ev S = 47 -DQ, -lev R = 47.23, Angle = 45 final cgm❑letion and ❑ccept❑nce of the project by the County. (Std. 108) i5 Const-uct ara;noge outlet structure per Riverside County Std. 303, r~lTS4 wide and 6" high, 8• Ail street sections are tentative" Additional soil tests shell be taken after rough grading to 7" Where survey monurner:'`s ex'st, such monuments sha?I be protected or shall be referenced and deterrnine the exact street se.ction rer4uirer-)ent�s. Use Standard No. 401 if expansive Soils R: 78 TI: 7�5 0.36 " AC Over C•?0 " Base reset pursuant to Lusiness cod Prosessicns Cade, Sections 8700 to 8805 (Land Surveyor s ,Act). 16 Protect exist"rc, concrete lined chancel-equired" Sta. 78+85.00 to Ste. 83+66.42 17 Protect existing storm drain ;n place. g• Where reauired, the paveme^. must oe scw-cut a minimum 2' from the existing edge of the 9. Asohalti= ErnulslQn shall be appliez hat less th4� feusteer. dcy� fcM4 )Win.g ptiacernen# oS the 18 Protect in lace. asphalt surfacing and shall be applied at a rate of 0,05 gcdon per square yard. AspholUc pavement. The sow -cuts must be perpendicular to, parallel, or epnaentr}c with, the Stalep Ex. Ex. Highway aenterline- emuls on snail conform to Section 37, 39 ar�d 94 c` the State Standard Speciflcatlons. RftihJ CL & R/W � 19 RerPove existing light pole I 2 Remove existing s' n 10- Curb depressions and drivewciy approaches will be installed and constructer according to All signing, striping and pavemert markings shall be in conformance wit` the .current edlticn of 9 g County ands d No. 206 and 247 as directed in the field. i•ie -raffc Manual, publisher by the State of Coliforflia, Department of Transportation, and the 21 Remove portions of existing fence within PubllC fight of Way 12' 32' Special. Provisions, All pavement r-�arkirgs shall be th-ermoplastic unless otherwise noted o^ the 11. Install Street trees in accordance with 4rdiP❑noe No. 460 ❑fld 499, g 21 2 pans. 2" Remove only existing trees within the Public Right of Wcy INashingtonia rob;,st❑ - Mexican Fan Palm 16' drown Truck Foot 12 4 ' r MUI.zi4 yullbsrssl� - SA- Tss% 24'' box 2 Rere-ove existing AC pavemer' P --oe^ x dactyliferc - AraJ Dare Fckr 0.91 FS 0.5%7 TC 10. The exact location of all signs shal De determined in t`re fiehd by the State's representative. .'0•0C FL Protect existing power polo 12. Street li hts shall be installed in accordance. w! pp g ing plan. Ex" Ground �. ' 6 0.75 ,n5`. g, th the ❑ roved s'reet li >, ._ M1►ew New X.2� ;:'Match Ex. Ground 11• All conflicting strip+ng and pavement markings no, spawn or, the plans stroll be remove from the u Construct barricade per Riverside County Std. 810 "` �'""" - pavemer: by the contractor by method o#.sandblasting. 13. As determined ny the Transportation Directo-, the developer is responsible as a minimum Ex. Ground 26 R81ecate existing power pole. for road improvements to cen-eeline, and may be required to reconstruct existing pavement, including base, and ^natch.ing overlay required to meet the structural standards Por the current L� Creek �� 12• All Conflicting signs shall either be removed or relocated by the con{rector• Relocctable signs � Co- s.tr:ct modified access ramp Der detail or. Sheet 1, assi.gnsd traffic -^dex" shall be -(stalled ❑r, soecsf'ed cin the plans or as eirecied in the field by the State's rep-esentatwe, Typic c Sectilon 2S Construct modified eonc'ete SPcr�d�f per MY. Co. Std, 209, 14• f B .o 8' curbface transistiors. Oh'•y landscaping consist rc of grass and parkway a•,ees may be instal ec within p.arkwa}s on (Std. 102) 13• All signs, :roadside rnarkers, electrol=ars, etc- shall be protected and/or replaced it -kind, at no cos} 29 Construct RCP storm drain. 24" (50.96 CM) dia. lord residential streets win -cit separate landscape plans. All other types of landscaping in NTS these orecs, c^c al landscaping on all other streets shroil require separate landscape plans - II to the State, in accord once with the curreflt State Standard Plans and +"h 1❑tact edition of :1e these Coun.y landscaping encroachments shall conforrl to Riverside County Standards Relating R: 78_ TI: 7.5 _0.36 AC over 0.50 Base Traffic Ma ual. 3C Ins}ail street trees per approved landscape plans. to :he AdmirlistrcEor. of Landscape Encroachments, dated June 1990- Sta. 10+78.0, a Sto, 1b+4.9.04 14- No freeway romps ar freeway (ones may ne closed or obstructed of any time unless specifically 15. Any private drainage facilities shown on these pI❑ns ore for information only. By signing a lowed per tf~e encroachment permit and/or as directed by the Slate`s rep-esentative. these improvemert plans, no -eview or a:�provol of those private fdcilities is implied or LEGEND ; intencsd by tht. Ri serside Ga5unt j . T=onspottation ClepnrtmE� :, IDLq AC Asphalt Concreta pavement `° 8' MIN. R_35 smtam 15. Access cart' on the freeway will be maintained at all es, -e., the wort ins'de the State right Q 16. After October 1, 1992, Construc:io- orcjects t:pct disturb more the^ foe acres rnLast obtain ❑ BC Begin Curve o U U r2; MAX. rr of way -gust be fenced off with no access to the work area from the freeway" II NPDES, N❑tions' aoll,:tert Discharge Elir; lration System permit. Owners and or developers BCR Begirt curb return M w are required to rile a Notice of Intent with the Stote Water Resources Control Board and C&C. Curb & GutterAll fence relocated to facilitate t w f prepare o Storrr Nater Fcllut'❑n Prevention Pian and orl.toring Plan for the site, CL Centerline PERTY 16. he construction of t 's prosect inside the State right c. way shall D/W Driveway ;` .\ ', be replaced w th Type C 6 fence as shown in the State's Standard clans or with a reinforcer 17" I: s' -all be the resoo^sibility of the developer to notify tl1e engineer to instail street EO End Curve cadicrete black wall in aocor-dance with accep abte local agency standards. iC X5,7 al :'¢I - r s centerline mon::me^ts as required by Riverside County Ordinance No. 461. ECR End curb return a, -0r out of 17.1 f4 EX Existirtq _" FUL HT, std 403 a f n r boar. All work within he Stale rl ht of w❑ shall be in accordance with the latest edlt}on of the Manua: FL Flowllne 17. dere Type CL-fi .e ce does not exist, th-e State right a. way fence must be upgraded to type ar S. 9 Y CURB =ACE `y CL -6 fence, as shown irl the Standard Plans- I IL4 of-rcffic Contro for ConstIucf'on ar`c Maintenance work lanes. Traffic Controi Plans shou•.a FS Finish surface 12.5,.1 Y PROJECT TC Tap of curb MAX. VARIES � � SITE I I L I be submitted and approved :cefore any gonstruction within the State right of way begins. R1W Right of Way line � GUTTER LIP --EXPANSION JOINT !AORONGO TB Top of berm w I NDIAN 19, All wank within the State r`ght of way shall be :n accordance with the latest edition of the ACCESS RAMP Ip w RESERVA10N C❑ItrC 5 Stcnaard Specificatiars a^.d P':a'1S. Exi ting -iYe SrUp U LL.I 20. Access control on the `-eeway will he mointaine-d at ail times, i.e., the work ins;de the State right Riv, Co, Std. 403rrnodified NTS r A !} !��-� r1�}5ppI Existing { "' Lo of wcy must oe fenced off with no access to the work area from the freeway. L-_ nF"'`: � .J-i�4:"-�JCrS � li'J l� ES'nMATE OF QUANTITIES - I linosc,;rs ° Q14 = 43.1 cfs -ti's=" - a;rice S afiar. .� oo Q1W 68.E cfs fr + I 21. No e�way ramps or freeway lanes n-ey be closer or obstructed at any t�^^e ..niers specifically Roadway Excavation 4500 CY M•. `-" T� I I ro SUMP WTP 2 - 2s' CATCH 2ASINS perr~'tted. When pe-mitted, Traffic Cperati❑ns, Mr. Ralph: Bu5aemi, (909) 383-5970, Aggregate Base 1150 CY M w I II E ,:i; k, �- { & 36 RCP TC �x, DRAINAGE shc1l be notified at least 48 ho::rs before closure. Asphalt Concrete 1400 TONS _.,.0 -' � CHANNE IN CALTRAN5 R/W Remove AC povement 35000 SF �• -" -• r,, 'Nheel ;nn �i:� Curb and Gutter (Type A-8 '521 LF � TO BANNING ,;�� `_0100 = 22-a A. C. 'Dike (f8" 510 LF � - ' is = 74.2 fs I I {.�1{ � ` Y'� - 1 f l 1 1' Y;r VL..J'- PCC Sidewalk 5704 SIF PCC Cross Gutters & Spandrels 3404 SF StrilUhlQr nvE ,' State Highway 4 ... ...:.. F l 1 ...... II 6 R.C.P. 144 LF I I M Alfa � i ................. .................................................... 24 R.C.P, 9 LF SHEET 2 _ EET OF�RAM _......_ H - - _ MQRDNGQ Lu Catrin $asrrrs 28 2 ...............................................................,....................................................�..�... _ ., _ I EACH Lal DFAY ....WESTBO _._ Outlet Structure 1 EACH �................ ...................... REEW................................................UND .............. � ., -� INDIAN Andersidewalk Drain 3 EACH ............ ... ... �....... ................................. ....................... _.... ..........._.__._....... "„ ,,,......_.... �.............................................. ..............:......................................_ �....� - ._m• .. +¢. � RESERVATIG� Street Signs 1 EACH _ _ mmw._ 10 �. EASTBOUND �... . µ _ 4 TO BANNING Street Lights 8 EACH �.._.. ;:: .. .. .....:w...... w::::: ��r w... fR�E1MAY ......E r�o..... H..._ SI'T'E W _.........t,h1NQLE Mgf14 STREET , " ~.. -�~' Street Trees 18 EACH f......r OFF -RAMP SEfdllhiOLE DRIVE ....�.......�,w,. , ............... .............. Access Rams 5 ETON NCH 14...._F FREEWAY WESTBOUND - _..,r, _d...... - v a exist�n pavement • ..... .. .-.- D erl [� em en 50 TONS � Barricades 48 LF � _..... _._....._ ..._ ..._...._ _.. TG PALM SPRINGS ............. ; ............. ....... ; r _ Fag Seal 4 TONS :::,::::::::::::::::::::::::::::::: _ ::..._.._ :; Storm Darwin Manhole 1 EACH CABAQN ,�. �r _... _..._- MAIN STREET �r :...." .. r" 14 FREEWAY - EASTBa1N}__ Relocate Power Pale 5 EACH OFFRAMp ,.F .' TO PALM SPRINGS 0 CABAZON DIGALERT.... '�' � NDE MAP /OR MCINITY MAP DIAL TOLL FRSE �i'- ��'-OWNSHIP 3 SQU'N, MANGE 2 EAST, SE -_710N 9 <4R H 1-800-227-2600 � I I�' AT LEAST TM DAYS DOTE Work contained within these plans shoJI not co-imence un.Il an encrocchment permit L "D BERMCE ALERT of SOUTHERN CAUFCONIA C n d or g r a c' n g permit has been issued_ RECOpE� FOR ,►� SEAL APPR011E � aATE�fl I RICHARDS MUETING IL E PARCEL MAP NO. 28365 �� APPR,OVALC)VAL� � ��,. r r' PLA N G $ E N G N m ERI N G 'R w �C FO T ANSPORr¢.� PT., RISIDt agUN f CALIFORNIA •rx 6,529 Riverside Ave., Ste. 115 COUNTY OF RIVERSIDE OF4 ' f' '^} •• •i i � hG" }yrJ'�� S No. 35155 t; R.C.E.,. . tiQ- 3395Q E�� .T� ${$C/ $8 RVer-SIC-, "A 92506 SCHEDULE "Ell r 4 PATE Exa,P-So- 93 * EFp. Y -3G` gc * P BY DATE 7'9 7 Phone: (909) 276- 8010 Fax: (909) 276-8013 STREET IMPROVEMENT FLAN S The private engineer signing thane plans Is rvspansibie for aaeuring the accuracy � � � � DATE BY MARK APPR" PATE CHECKED 8�-. , qr CIVIL 4 yk V. �� 4 wd acceptpb7lLy of the design hereon. In the event V. disCreponciea arising after � � • �' SCALA -!�� 3�1 fi BENCHMARK Elevation , , TI TLE SHEET FILE INUMUM. county approval or during laonstrucilon, the private engineer mall be reagcnslble ENGINEER REVISIONS COUNTY �r '�fi'�-t� `-''' l,."%�=`MICHAEL �" }AUETING, �-E. „ ipr determining an aceaptable e0lutian and revising the plana for approval by DATE Fac v 1/2" P wAJSGS Std Cap, stamped "1791 S"8" the county. DESIGNED BY RAAN 8Y CHECKED- BY C?. 8/97 CLJENT MKA Partnership OATS 13 97 R.C.E. NO. 35165 E A-E 9 36 99 15V E/0 Broadway, N/0 railroad track, cluboxon / PLOT DATE 9-17-97 912- P 18 fi < . • / i 466' 100 57' 22" .29-11' 44.69' QL y, i' 1 4 A88' 2E D5' 4E„ 222.29' '113-11' S'LY R/W � Construct 6' concrete sicewalk per Riverside County Std. 40 t' DEEP CREEK ROAD f 5 41.&' 260 05' 5C' 188 53' 95 9e",' N'LY R/W '"onstrLict concrete acCe55 ram- er Riverside Count Sto 403 SEE SHEET 3 P y 41 L' 70 54' 23" 57.13' 28.6" ' N':_Y R+ - r Place AC pavement over class 2 cggregate base. 18 a4 ¢ 414 14e 28 22" "04.5$' 52-57' V'LY R/W See typiccl!section fo- thickn ss / •,. `�� 'r a •`,� Over'cy existing AC pavementiewlth varai6le thickness for smooth transition, ,y C p� C p r �+ o 414' 3° 43' 12 26,88' "3-44' N'-" R/W w« �' C !� f i .� as tC — 11 ' � q . 4 �} eo, 1I Nr °° x: cc -- In 42/-' 3° 43' 12" 27-53' 13-78' N'L" Tu Install street name sigr: per Riverside 0ounty Std. 816 p W�� aVF 9fr 09 s t • J .s • Or! J' F� ti t r'' w;yy a 2j' Aq/. of 'l of T�$ 'is va fe p n, J �� s 1Q X24 1 ° 2S 22 1C7 -1D' 53.34 N'L D/ Install 120 volt, 200 watt, 22.000 'Limen street light w;," 18 ►8 r d 3�. %4 ? \. 'C ,$,� ii _s7 //4V ca, n per Riverside County Std. 1001 3 eocr ,k;• y ":\ gy,:. l6,• p ,`: 23 ;'r{�y -_s3 n In. / m m �• o 3'' q`•. x`424 7 54 23 8.5`' 29.3 Cw''LY TC 10 Construe:. avers'de drain per Caltrans Std. C78B, e A. •..y,'.\ i,„ < ""•` \ � S7 ;I S" •Y LQ !� u l �} ' r'+� �7. -- _ -r, �• �r �6f ...r 1�....Ln ' ' p i, ll 4 '.. � r: 1 . y\35 97° "4' 11" 59.40 ug,73' CR O o� ti t 11 Construct catch basin per Rlv, Co- SU 300. Depth and width as shaw�- \ 3 T p N 2 c + +: t _ 0 2� r 7-C7) •� ` + 12 f '" cC ...� ✓ .. _ Y *a5' 9 24' S 55-$4 35-88 CR n \ "ai sol GALTRANS MONUMENT IV HA!JP:.,4C_ a7 �: 3 � Cons -uct RCP storm drain, 38' 91-44 ,M) die. ^ .. ;.,; } ,'' + 12 ' f;8o 1g 'STAMPED 280 8 -88 E- N- 0 i 'S 50' 45° Dv' 0C' 39-27 5.38 SID s....�� rt GCR ,. _ i3 Can, uct M� No- 1 per Rivers2de .oun•y Flood Centro- Or.s:, Std. MH 251, '� ,_.". �-• ..... --� __ ,.r �� ' � �ietch existing 12 storm .,roir� to flaw iirre- 7 � i0 � S 9 30 � A s _ .,,,. "• y,; ._sAQ + 4 g 19 o MORGO �DIAti RE E<VA.110N o "• �,'•• yam. s' �s N 86 37' w 279.77' DL:: 4 CcnstrJct storm drain OL:e er Riv. Co. Flood Control District Std. uS 230 ]b C., �. # �� i ��: �i � to o � 3$ #� �` � 4 �' � � n ,N i 13 � �� LA"ERAL A � C = '0' (3-D50 M) D = 36° (91.44 CM) L � (a-575 M). "~•.,, V a See rn=iJe.•eL�OVD _F _....fi E m..y " yyyyyy;. �o `grn �h a r Elev S - 47.00, Elev R - 47,23, Angle = 4u o 0tvs.. \,.Jv}r1, .* �d-9'a .c 98 TC ,' �s ~1. 21 '22 r' ? Protect existin concrete ngl 94.27 L 63.21 97,97 rc. �? c4 ete lined clhan e s O o 0 2 r.. ; Ex. #erce 9 - r 6 2 / 57,30.•F_ 1 2 FC W : q'`eri • 1 6 a W 17 Protect axsting storm p -f drain In ace- .' ^� .... 4 atnucti erreeNine.... " R 1C'' ' -n Ex- EP y ... • wr:.�... ,... "-� -Co. Protect in p cce, y : ry - Match €x rS ry; CFor-- @N �S 37' 23" W 71' /��, ;. 1$ .„..,r • _ :c . r mow•=a ti`�M .. ti� •' r! P .m — Remove existing AC pavement 1 279 ^�s •` �6.37 TC AV 53.70 =L' 7C ! Protect ex sting Dower le ..war-........ ti ng pole a • match Ex. FS Ex. EP x 0 �'•...............:,, � +� .. shy � '. .. � L`.o'J"'` ' \�: •.....'V'�'•yy'' �'':: '�".,"..` .,...,,,",.! rF<f �� ;... ... .,, � .,.,,,,,"........ ' .ffi "• ` ! r t b icbde ..H _..{ _INTERSTATE Construe err' ptnr Riverside County Std. 810 ' ; � �' ,✓ �,y ': `, `; ' ., • '\ w,y •�. •,y, ................. .... ...... .... �...._.. "`" ... H...._ .,.. 1 � .. - '- � .. ' 10 ...... _ _..._ ..._ _ c '� � •'��-�...... - Ganstruct modified o Bess ramp r detorl an Sheet mp pe �...,"•.... " ;� :1 fr. b 'm�rcvemgifts•,�in Sta � � �� , Construct concrete yant'r-a,' per Riv. Co. Std. 209 6 to 8 .r- _. 1i3 ,y, vALTRAitiS 41GNUM=NT IN F:A?WC POLL curbface trans:s:ions_ s S rp . r Ex. iii Pete lined _}:� F �`_uI STAIWED 283+92.40 3.C. CL N.F,R, 34 Ir.sta'.I street trees per approved landscape flans. 1. f,. • / Ghanl7�i. L) Y � f I f,. < n SSHH a] L 4+ LJ 90 Cl gym... " ". ... •yy` �� DIGALERT r x�' Jam..• 1 IN& TOLL Mm '-"-."._.... ` , ` Aw, INTERSTATE- 10 - MRih' STREET OFFRAh�P A7 LEAST TWO BAYS '�•.-,.-...� � �..�,..:.."....". w._..; m � „",�.,,_,.,,_,__.�;�,."..,_.. BEFORE YOU DIG"- .�,,,,,,,,,,,,,,,,,,,„.,,w....................... ,,�...................,�...r_-... ,., �"'..EST8LM1Il) U-�4'�t. ['' b480, i�RSTATE 7" UNDERGROUND SERMCE ALERT OF SOUTHERN CALIFORNIA P P J4.6 RECCMMENIDEQ FOR SEAL SEAL APPR4 BY GATE !G 12 2r9 -7 SHEET No, AFP5ovAL ;� RI HARDS MUETING WILKE PARCEL MAP NO. 2836 ��C r f, LAN N N G & EN GI NEERI G { f� F TRANSp4 N JEpT., RIUER516AE wOUNTYCA_-ORNIA 6529 Riverside Ave., Ste- 115 COUNTY OF RIVERSIDE 2 r� � o SCHEDULE OF ExP, R. 8/3Q/9$ Riversice, C ii ll : Y e- ?395G rr ti Vc, 3515U C-, y . 'TATE x�.s-�¢ x ?� IRM ?ATE119P-r7-9�o�} 2.76-afl la Fax: (909” 26-SG13 STREET IMPROVEMENT PLAN S The private engineer hryning these plane is responsible for assuring .he acwrncy v 'd`�; 'J .h " 4 and acc>eptab3Giy of the design hereon. 4n the event of discrepancies arising after DATE B MARIA. APDR, SATE CHECKFa BY , f� t+ _ y y v L h �''' SCALE _ x Elevation: 1792,391 N O county approval or d4rrng cans#rue#Eon, the private er<gineer shall 4s responsible ENGINEER REV151tiNS COUNTY � } � ��.F ��-'�� l,P+-'�4 �11�-'P,EL C. MUETIhJG, P.*- BENCHMARK I V V LE DRIVE FlLE NUMBER: for dote inning on occcakoblc solution and revising the plans For approvgl by DAA Fnd V 1/2" IP w%USGS Std Cap, stamped "1791 S.B." the caurty- DESIGNED By DRAWN BY CHECKED BY '` 'A 8%'• ,G CL)ENr. MICA Partnership $f97 9.0 NO. 35165 P- ❑ATE 9 3D 99 C E/O Broadway, N O railroad -rack, Cebaxan DLL0- DATE 9-17-97 912-f SEMINOLE DRIVE SEE SHEET 2 .� n c s a c: 74' jj= IDit E 32' _ 1 L 5?:30 F_ s y 5 ' r4 LLL : " a � ILS 1::i ..... � ` c x r3+66-42 CL of R/W. Existing trees eSEMINOLE DR. J N 1C+- 0Q CL t \•rw.r f�tfE P . `yLEr{ m � ri \ property to be proteG`f~� r - Lr]I <, 13 V) 91° 24' 52" 55.84' 35.88' CR V :. tn ¢ �,. Y 6 0- .. ................ ............ ::: � >; -4 DIGALERT f o DIAL T= FREE 1-800---227-2600 AT LEAST TWO DAYS BEFORE YOU DIG MOUND 5ERMCE ALERT OF SOUTHERN CALIFORNIA SCALE VERT. I" 4' HORIZ. T' = 40' a a � o L z LL :..:.. DRIVE F' DRI I1 J J �11 �4�41 `''• L''- PRIVATE D/W �I^ "% ' IVATE'bIN kLL; V; O = U • (} J ,�: V J 'd W LL �^'17 _ +�f61 \i'`� C u7 \` i(]�1f7 Isy 1t +MLp \ ,� I[ 1IIII`CY 'if7 r 17 _ lf7 ••' �`.,� .... r '� r' ro II M OD t'l t- > r l d !� I'4 II �� I d r •. \ � co ] 4 per❑ r) d � 90 aJ o F r3: p pr drl 00 END C&,G 0 67' LT ` `z & m� 8 � a.�U,. � END C&aG 0 67'' LT 14 cf �. 14 7r," EX 14 7``o-.' r.5 9 �. 15 cif y AV 31.91 TC 6t0 75.83 TC /.. ., 9 1qJV M, .•' 1" 1 X71.24 FL a' �� - 75.16 FL ................. CL & lyr „ „ ................ _....7_ y 21 2 26 r..... w w 21.2 J `.o i' 1.-1-28.. EC SID a N, 45 02' w \ \6#Si.62 BC SD - /N F t . „,...„,.,..H ........ _..._ r25l .. . -. i� ,a. ' Ivo Ccrns�ructln outside 4 = 0+50.00 EC SD J of R/W. Existing trees ° ;'"F J \ M 7.��oo.00 ST. � am fence an orivoie � � ri \ property to be proteG`f~� -'o <, 13 V) 91° 24' 52" 55.84' 35.88' CR Lg OC+14.73 3C, SO tn ¢ �,. Y 6 0- + LL 15 -4 J S a to J \. L- ry LJj- Q, 10', ! R Li LO y� LLL tq ip r n w mlLi 0 DC7 r'] ra iD-Ln1D r. LY C3 Cdtc`- per and width as Shawn. existing pole � Construct mcdiriec access -c:mp per de-,uj an Sheet 1. H [� H O i L, 1� : r4 m w w CL] � Q r" ,. II FCrD ivY !r l + 1 +.rte lf7.L]cl r Construct r i[7 ; Liz i r LC] r L"7 L0 r (fl Ld -D3 rU.� structure per Riverside County Std, 3C3, 21 Remove portions of exisling fence within Public Right of WGy 29 Corstruct RCP s'orr^- dra'n, 24" (60,96 CM) dia. Place AC pavemer.: over class 2 aggregate oGse. See typical sectio^ for thickness- 4' wide and 6" high. 2? .7emove vny exsiing trees within the Public night of Way �.G Install street trees y�Pr apQrovad lgr� ca¢e ¢lanV, T2s .' 15 _ ""'11 ' �1 f •f,i� 4_ SEAL APpRQ la BY DATE V P A R EL MAP N. ,! rrt '` r �r A- ]' I ' �� n l �'. ri } � [. F TRANSP4 A N Arl DEPT„ RIVER5+3E COUNTY CAL'FOFcNIh R1 IJ 1 1�V L.T TX 1�IiP� P R N 1' I N u - N G N S E R I N 3 SCALE VERT. I" 4' HORIZ. T' = 40' a a � o L z LL :..:.. DRIVE F' DRI I1 J J �11 �4�41 `''• L''- PRIVATE D/W �I^ "% ' IVATE'bIN kLL; V; O = U • (} J ,�: V J 'd W LL �^'17 _ +�f61 \i'`� C u7 \` i(]�1f7 Isy 1t +MLp \ ,� I[ 1IIII`CY 'if7 r 17 _ lf7 ••' �`.,� .... r '� r' ro II M OD t'l t- > r l d !� I'4 II �� I d r •. \ � co ] 4 per❑ r) d � 90 aJ o F r3: p pr drl 00 END C&,G 0 67' LT ` `z & m� 8 � a.�U,. � END C&aG 0 67'' LT 14 cf �. 14 7r," EX 14 7``o-.' r.5 9 �. 15 cif y AV 31.91 TC 6t0 75.83 TC /.. ., 9 1qJV M, .•' 1" 1 X71.24 FL a' �� - 75.16 FL ................. CL & lyr „ „ ................ _....7_ y 21 2 26 r..... w w 21.2 J `.o i' 1.-1-28.. EC SID a N, 45 02' w \ \6#Si.62 BC SD - /N F t . „,...„,.,..H ........ _..._ r25l .. . -. i� ki i.til� . Y g1oi=16-3 oft g �' � 410�3C,fi cfs RIW : ' \• 84.85 7C'` f 89;32 i - — 96,12 1-C � -- .. .. .. •! r} ycy ;" '4i u � ...�� ,., � �4-' y ' �- "¢': N $8.55 F- t. n.._....._... 2 : 95.45 F� "•.`.,.. �'`• � � � -32' Barricade'' ;' r .. ll '/ 26 21 2 f k � t, Q I c.� ur � ww `.. LATERAL A SEE SHEE� 2 ,a. ' Ivo Ccrns�ructln outside 4 = 0+50.00 EC SD J of R/W. Existing trees ° ;'"F � J \ M 7.��oo.00 ST. s. _ am fence an orivoie � � ” N. 430 0? '15 w " \ property to be proteG`f~� -'o <, 13 35' 91° 24' 52" 55.84' 35.88' CR Lg OC+14.73 3C, SO °, in ploc". Y 6 : + S.td. 209, to 14' 15 543' 45° 00' 00" 00+D0.00 BF G SD Depth 19 Rennove light 01 N. 45 02' 15" W c, DEEP CREEK ROAD I. 1' modified yvidth- Cdtc`- per ki i.til� . Y g1oi=16-3 oft g �' � 410�3C,fi cfs RIW : ' \• 84.85 7C'` f 89;32 i - — 96,12 1-C � -- .. .. .. •! r} ycy ;" '4i u � ...�� ,., � �4-' y ' �- "¢': N $8.55 F- t. n.._....._... 2 : 95.45 F� "•.`.,.. �'`• � � � -32' Barricade'' ;' r .. ll '/ 26 21 2 f k � t, Q I c.� ur � ww `.. LATERAL A SEE SHEE� 2 ,a. NDTES J O 2 Ccnst^.pct Darr'CCce per Riverside County Std- 810 � V w � \ RADIUS DELTA LENGTH TANGENT <, 13 35' 91° 24' 52" 55.84' 35.88' CR Lg d L) 14 35' SCP 00' 00" 54,98' 35.07' CR + S.td. 209, to 14' 15 543' 45° 00' 00" 39.27' SD ki i.til� . Y g1oi=16-3 oft g �' � 410�3C,fi cfs RIW : ' \• 84.85 7C'` f 89;32 i - — 96,12 1-C � -- .. .. .. •! r} ycy ;" '4i u � ...�� ,., � �4-' y ' �- "¢': N $8.55 F- t. n.._....._... 2 : 95.45 F� "•.`.,.. �'`• � � � -32' Barricade'' ;' r .. ll '/ 26 21 2 f k � t, Q I c.� ur � ww `.. LATERAL A SEE SHEE� 2 CONSTRUCTION NDTES 2 Ccnst^.pct Darr'CCce per Riverside County Std- 810 � V 1D Coni3iruct S" curb and gutter per Riverside Co:jnty Std- 201 I-]st❑li 120 volt, 200 wnit, 223000 I[jmer' sheet IigMt 5 each Protect n ❑IQae. 26 Relocate existirg power pole. Construct Riverside County S.td. 209, to 14' 11 per Riverside County Std. Construct basin '00' Riverside County Std, 3000. Depth 19 Rennove light 01 40' c, t-ioss gutter per modified yvidth- Cdtc`- per and width as Shawn. existing pole � Construct mcdiriec access -c:mp per de-,uj an Sheet 1. 3 Cof:strucr 8" csph❑It concrete dike. per Riverside County Std. 212 12 Construct RCP stofm drain. 38" (91.44 CM) di4. 0 Remove ex:stina sign 28 Construct co7crete Soars rd; per Riv, Co. Std. 209, 6" to $" cvrbfoce transistions. Construct 6' concrete sidewalk Der Riverside County Std. 401 15 Construct drainage outlet structure per Riverside County Std, 3C3, 21 Remove portions of exisling fence within Public Right of WGy 29 Corstruct RCP s'orr^- dra'n, 24" (60,96 CM) dia. Place AC pavemer.: over class 2 aggregate oGse. See typical sectio^ for thickness- 4' wide and 6" high. 2? .7emove vny exsiing trees within the Public night of Way �.G Install street trees y�Pr apQrovad lgr� ca¢e ¢lanV, 14 1 RECOMMENDED EOR APPRti'JA- SEAL COUNTY SEAL APpRQ la BY DATE V P A R EL MAP N. S�IEET NO. rrt '` r �r A- ]' I ' �� n l �'. ri } � [. F TRANSP4 A N Arl DEPT„ RIVER5+3E COUNTY CAL'FOFcNIh R1 IJ 1 1�V L.T TX 1�IiP� P R N 1' I N u - N G N S E R I N 3 L - •f� •, � •�-_� r� �:'� �'�, ��2� �iuerside Ave., Ste. 1'5 COUNTY OF R I VER S � D E � a �.� to Y No. 95v' V�. 55155 "` NO. 3385Q EXP. DATE 9/3 a/a8 de, CA 92506 SCHEDULE `IE'r OF DATE -. ' • Exa.9' M --a *' _X.9 -3D 93 * R Y TE �/ Phone: (949; 276-8010 Fax, (909) 276-8013 STPEET IIVIPROIIEMENT PLANS The private engineer signing these pane is responsible for assuring the accuracy �' ,`.I'J'I rx5� V r and aceeptobility of the design hereon. In the event of di8crep8ncies areaing offer GATE BY MARK AP R. PATE CHECKED B.1110, county approval or during conatruGtlon, the privote engineer shall be reepvne".e ENGINEER REMSIONS COUNT` f for determining an acceptable solutlon and revising the plana lur approval by DATE r the minty DESIGNED BY DRAW BY CHECKED B" 1 " SCALE Elev❑tio^.- '792.391 DEEP CREEK ROAD FILE �Iur�aEr ICHAE o- aUE71Ncr F.E. 1 = 4V BENCHMARK DA TE rnd 3 1/2" IP w/USGv Std Cap, stomped n179' S'.8.' 3i -C -E• N4. 35165 ESP- DATE 9 3D 99 % 150 ;/0 Broadway, N/O railroaa track, Cobozon OI.IENT. PortnerShlp DATE: =LQ- DATE 9-17-97 1- PLOT DATE 9-17-97 91-P