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Street & Storm Drain Improvement Plans General Notes: R SHIN M THE RESPONSIDILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO DIE RNIRSIDE COUNTY TRANSPORLATION pEPARTYEINI , PERMIT SECTION. FOR AN ENCROACHMENT PERMIT FOR AIL WORK FERFORYLL WITHIN PUBLIC RIGNT-OF-WAT, OEDICATEO AND ACCEPTED FOR PUBLIC USE; AND TO % RESPONSIBLE FOR SATSFACi01O COMPLWICE TOTE ALL CURRENT ENVIRONMENTAL. REGUUTIUNS DUI NG THE LIFE OF CONSTRL'CTIM ACTMNES FOR THIS PRO, ADDITIONAL STUDIES AND/OR REFNRFS MAY BE NEWOED, 2. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER/OWNER SHOULD PROMGE THE COUNTY WITH A COPY OF DIE N01, WMH A VAUD wDID NUMBER. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING M ME PROPOSED WORK AREA AND RELOCATION COS} Or AIL EX15'TNG UTILITIES. PERMMEE MUST INFORM THE COUNTT OF THE CONSTRUCTION SCHEDULE AT LEAST AB HOURS PRIOR TO ME BEGINNING Or CONSTRUCTION. PHONE 1951) 955-fiBBS FOR PARCEL MAPS AND "RACTS. A. ME DEVELOPER SHALL INSTALL STREET NAME SIGNS CONFORMING '.. :QUAINT STANDARD NO. 516. 5. ALL WORK SHALL CONFORM TO ME REQUIREMENTS OF DIE "ITSIDE COUNTY TRANSPORTATION 14PR0VEMENT STAROARDS AND SPECIFICATIONS. LATEST EDITION, COUNTY ORDINANCE No 161 AND SUBSEQUENT AMENDMENTS. N. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO Non' THE ENGINEER INSTALL STREET CENTERLINE ONUMENTS AS REWIRED BY RNERSIDE COUNTY (RDIRACE NO..11. AUNDGUND FAILMES WTIH SHALL LATERALS BE IN PLACE PRIOR TO PAVING THE STREET. INCLUDING. BUT NOTLL ERRO UMTMD TO ME LWLDWING: WATER, SEWER, ELECTRIO, GAS, STMM GRAIN. B. CURB DEPRESS DINS AND DRNETYAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDINB TO COUNTY STANDARD NO. 208 ND/OR NO. 201, AS DIRECTED IN ME FIELD. 9. IT SHALL BE THE RESPONSIBILITY' OF ME DIMUGPER OR CONTRACR TO INSTALL AND MARTIN ALL CONSTRUCTION, REGULATORY, WIDE AND WARNING SIGNS WITHIN ME PIT ECT UNITS ANDTOIMA TS SURROUNDINGS TO PROADE SAE PASSAGE FOR ME TEAVEWNG PUBUC AND WORKERS UNTIL THE FINAL COIPLLTON AND ACCEPTANCE Or THE RRUJEGT BY THE COUNTY. ALL STREET SECTIONS ARE TENTATNE (BASED O1 FREUYIHARY GEOIECH REPORT). ADDITIONAL SDIL TES1S SW11 BE TAKEN METE ROUGH GRADING To D, DETERMNE ME EXKT STREET SECTION REWIREMENIS. USE STANDARD NO.A01 IF BE TAKEN SOLES ARE ENCOUNTERED. II. 'ASPHALTIC EMULSION' (FIN SELL) SHALL BE APPUED NOT LESS THAN FOURTEEN DAYS FOLLWMG PIACLMENT OF THE ASPHALTIC SURFACING. FOG SELL AND PANT &RIDER SNAL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLONS PER SWAT YARD RESPECIP& . ASPHALTIC EMULSION SHAL CONFORM TO SECTIONS IT. 39. & 94 M ME STATE S ARCARD SPECIFICATIONS. 12. PRIME COAT S REWIRED PRIM TO PA- ALL GRAMS IN EXCESS OF TEN PEPCENT. 13. INSTALL STREET TREES IN ACCORDANCE WITH RNEIISIDE COUNTY ORDINANCE NO. 460 AND 499STREET TREE SPECIES SHALL BE DESERT WILLOIY, AVST- WILLOW, RED GRAPE WRILE, FERN PINE AND LONGER PLANE TREE (SEE LANDSCAPE PLARS). 14STREET UGMING SHALL BE INSTALLED IN ACCORDANCE WITM THE APPROVED STREET UGHTING PLANS. 1y. AS DETER HE. W ME TRANSPOMADON DIRECTOR ME DEVELDPER IS RESPONSIBLE AS A MINIMUM FOR ROAD I ROVC', TO CENTERLINE. AND MAY BE REWIRED TO RECONSTRUCT EXISUNG PAVEMENT, INCULDING BASE. AND MAMHNG OVERLAY REWIRED TO MEET ME STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 16- ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAYBE INSTALLED WITHIN PARKWAY$ ON LOLL FESDFNT NL STREETS WITHOUT SEPARATE LAND6PE GPLANS. AL OTHER TYPES OF LANDSCAPING IN THESE AREAS. AND A LANDSCAPING ON ALL OTHER STREETS SHALL REWIRE SEPARATE LANDSCAPE PLANS ALL LANDSCAPING ENCROACHMENTS SW.LL CONFORM TO RAERSIIDE COUNTY SPROARDS RELATING TO ME AOMINSTPATION OF LANDSCAPE ENCRO GHMENTS' OATED DUNE IHM. IT. ANY PKNATE MMMAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SINNING THESE IMPPOVE4EM COUNTY PUN RNERSIOES TpANSPOMATION No REVIEW M APpRWu OF THOSE PRVATE FAIWIES IS IUPUED OR INTENDED Bf THE DEPAATNEM. 18. CONSTRUCTION PROJECTS DISTURBING MORE MAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REWIRED TO THE A NOTICE OF 9nENT (N01) WITH ME STATE WATER RESOURCES CONTROL BOARD fS 8) AND PREPARE A I WATER POLLUTXRN PREVENTION PAN (SWPPP) AND MONITORING PLAN FOR ME SIRE. 19. ME DEVEWPER SHALL BE RESPONSIBLE FOR THE INSTALAION OF ADDITIONAL SIGNS AND MARXINGS NOT IIIOLUOEO IN THE SIGNING AND STRIPING PLAN WITHIN ME PMECT AREAS, OR ON ROADWAYS ADJACENT TO ME RMNECT BOUNDARIES, UPON ME REQUEST OF THE DRECT3R OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE READS UNDER ME JURSOIOTMIN OF ME GEWUOPER. FOR TRACT NO. 30554 COUNTY OF RIVERSIDE, CALIFORNIA TRACT NO. BOOM I.P. NO. 030118 (URI comerneucTON, 5'DRAIN P II S 1ORINAOE W ESI 0 PARCEL 2O DRAINAGE ESM-4I I:I .f .... LN DPP=EFI l/ IS' RAU- ESATT 1. iVlotl62J.9B' v,rrll 1,1 �3 4C'01yp N .11 BLOC WALL (M)'T .II rllu Nl .. `PRTJL N0. 00IA2 INDEX MAE N CONSTRUCTION NOTES & QUANTITIES �RC'C'TC 4J3. LACE c-" OCONSTRUCT CROSS GUTTER PER 16 EC RCID STC 209. OC9NSTRUCi 6' CURB & GUTTER _6115 S.F. PER RCTD SIB. 200 (TONE AS). 9136 L.F. OCONSiRUCl 6- CURB PER NGM SM. 204 (TYPE D). 9B L.F. ONSTALL I6" RCP CLASS-111 OI]S-DA'P IN TALL C 111 L.F. OI((NSTALLD�)))34• RCP CLA55 91 TO LF. OLICIISMUCI' CATCH BASIN r`ER 912 L.F. RGM SDI. CB SR0 AND WiM LOCAL DEPRESSION CASE B/C PER R.C.T.B. NO. JII (W ._ H PER PLAN). T EACH OCONSTRUCT HEADWALLS PER CALTRAN$ STD. DWA. ®RCTOCONSTRUCT5' ASPHALT DIKE PER A EACH S.715 OCON$ SU DEWK T DOUBLECM LF. ODRA PERJ 9R GONSIFUCT MIVEWAT APPRD4 2 EACH ®PER RCM SM 206. RE OA ASPHALT BKE SA,,, EX ] EACH Vf HEADER C IT, AND vE E 0 FR AY (2- MIN).- RGI C 1111 L.F. (FEATHEREW ©ECNC ZCOi M --KC K '..SS 3 A.S. 3 EACH _ 115.21. SF. GN 30 SY. I EACH 2 EACH TS' Cl2 E:TN1, n.,T NEa9ER P ..... vEMENT OVERLAY_ 1111 L.F. UROP N rl ® E .�� .. .L CB f10 1 EACH ®CON51ftUCt 5C:E9 19" CLASS 2 SIB. - I131,479 S.F. Pita AT m (rAAE51 Pre - 20. E%ISTI15 STORM DP.VN PIPES/CULVERTS (WHETHER TO BE CONNECTED T0, EKiQRDEO, ADJUSTED, - ] kK SIX DRANED TO OR JUST PT ME PROJECT VIOINW) MUST BE REFIRED, IRO/OR CLEANEC TO AWLE THEM -/ .Y , - FUNLTDIAL AND ACCEPTABLE AR OIRECIEO BY THE TRARSPORTAION DEPARTMEffT. Private Engineer's Advisories To Contractor: Y } , 'T IT. 71 I. ME DSTENCE AND LOCATION OF AW UNDERGROUND UTLTY PIPES, CUNDM OR STRUCTURES SHOWN ry . e. ,.x ON THESE PLANS ARE OBTAINED BY A SEARCH Or THE WALABLE RECORDS. TO THE BEST OF OUR IACAL STREETS GAVINO CT. (ENTRY MEDIAN) rr; BRIARLEA RD. (ENTRY MEDIAN) KKpOWLEDGE THERE ARE W EXSTING UTILMES EXCEPT AS SHOWN ON THESE PUNS. THE CONTRACTOR IS RIV.,CO. 97D. N0.104 MODIFIED , SECTION •A" EQUED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ME UUUTY LINES SHOWN ON THESE ( ) RN.,CO. STD. (EIODBIT C" & 'D"j RN.,CO. STD (EXHIBIT "C & "D") DRAWINGS. ME CONTRACTOR FURTHER ASSUMES ALL LYBILRY AND RESPONSIBILITY FOR THE UTILITY PIPES, (1RAPFIC INOIX.5.5) (iPAiiIC INDbt.5.A, R-VALUE.6 R-VALUE.B (TRATIC INDCK=5.5) CONDUITS OR STRUCTURES SHOWN SH NOT SHOWN ON THIS COW LE. 3' A.C. OVER 6' CLASS 2 A.B. 3' AC. OVA]] B• CLA55 2 AB. 3' AC. OVERVfi tlA55 2 A.B. 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND CDIPLETE INCLUDING FOR JDB SITE " n CONDITIONS DURING THE COURSE OF WNSTRULTION OF MIS PRDIECT, IHCWDIN6 SAEfY OF ALL PERSONS Rh x..A R P.A AND PROPERTY: THAT THIS REWWEMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO HOPERE Y _yA-A WORMING ]OURS: AND THAT ME CONTRACTOR SHALL DEFEND. INDEMNIFY AND MOLD ME OWNIY, ME 9NI. OWNER, AND ME ENGINEER HARMLESS FRGM ANY AND AIR LABILITY. REAL OR %EGEO. IN CONNECTION R E T 9lI --- , vDIA II S E WITH ME PERFORMANCE OF WORT( M THIS PRWECT, EXCEPTING FOR LMBIU f ARISING f TOM THE 501E Wrl II F IS NEGUGENCE OF THE OWNER M THE ENGINEER. AP IWoYlW6 W PI f.IO Ai( RA40a wj (I� A vArtNUr - 3. UNAUTHORIZED CHANGES & USES: ME ENGINEER PREPARING MESE PLANS WILL NOT BE RESPONSIBLE FOR, HER LIABLE FOR, UNAUMORRED CHANGES TO MUSES OF THESE PUNS. ALL CHANGES TO THE YY+YTff]]11�� r r PLANS MUST BE IN WITTING AND MUST BE APPROVED W ME PREPARER OF THESE PLANS.- T SBUAN .og L AL UA O I 1 _ rt�'S�ING 'mF EVAN9 ROAD TACRAIG AVE. -' "I CORSON AVENUE RN.,CO. A7 N0.102 (YODIFBD) RN.,CO. STD. N0.102 (MODIFIED) RIV.,CO. STD. NO.103 , SECTION "A" (TRAFTIC INDE%=8.5) (TRAFFIC INOEX.B.51 R-VALUE.B R-VAUE.6 �IVAUNBBX.T. 5) Underground Senrice Alert 5' AC. OATH 19' CLASS 2 AB. 0.C. OVER IB" CLASS 2 AB. A' AC. OVER 15• CUSS 2 A.B. P, OWNER ENGINEER SOILS ENGINEER UTILITIES 1-EGO MOSAIC BS INVESMRS. LLC. F. J. SPOOR & ASSOCIATES. INC. GE0SN,S. INC. EASTERN MUNIOWA WATER DISTRICT VERRON 50. DLL. EOISON CWPANY $0. CAL GAS COYPAW 22%-26DD 3292] HIGHWAY ]9 SOUTH RES5 IA.N HER. PULE 26590 MARISON AVE. 22T0 Mu. LE ND. 150 SOUTH JLMNDA 26100 MENIFEE ROAD 252M TRUMBLE ROAD IENECUTA G 92592 WESIMINSTER, CO BW]1 MU."B"A. G 92562 PETERS, CA 92572-- HEEET. CA 92543 ROUGHING, G 92585 ROMOLWO. CA 925B5 rpa Ad+/vC 0-� SE .x[ •Lv NFL (951) 295-SOM M. (720) 54D-7324 TEL. (951) 622-9301 EEL. (951) 9213-3I77 TEL. (S09) 925-6253 TEL (9G9) 926-8290 TER. (SOD) M -J99A SITE E VICINITY MAP NOTTOW E N SECTION 9, TOWNSI':P 6S. RANGGESIp OF THE SAANfBERR�gNO BASE & YERI.- LEGEND TACT ..I - PROPOSED P ECT BOUNDARY EXISTING CONTOUR EXISTING EEEVADON CENTER LINE NOT CWMENCE UNTIL AN WCROACN4ENT PERMIT EVASIONS: COUNTY Or LIVto®L SEAL - ENGINEER: AND A GRADING PERMIT HAS SEEN ISSUED. - _.: ��� TRANSPORTATION DEPARTMENT E-=s S F. J. SPOOR & ASSOCIA' ME PRIVATE ENGINEER 4ONNG MESS PUNS IS RESPONSNLE FOR - .. r � o � APPROVED BY: �/ 6n94wrLDN/Low" Eln'Nepinent I ISSYRNCN E ACCURACY AND ACCEPTABILTY OF ME OEVSH - - II/' p BLS W. 920W 1W. --. \ Vt. Pe AI ED C.E. ] A A T���� b HEREON. THE EVENT OF DETE ARMNO ARISING AVER CORNtt S_O 197d, S�. JCS 1-8]!A Fm APPROVAL M OUPoNG CONSTRUCTOR. THE PRIVATE ENGINEER \` ,A / PREPARED W. SMALL BE RE4ONOLUEEISI FOR OEIERYIM FOR AN ACCEPTABLE RESO , . AND PEWSING ME PLANS FOR APPROVAL BY ME UAAN LY GTE APPR' OAT[ CWNtt, PRIM TO CONSTRUCTION M SUBJECT fAtlUtt. ��,P,•,«P �, �, _ -- - - - - CURB AND CARER EDGE OF PROPOSED PAVEMENT ni (er TRAIT J006A) RETANMG WALL PROPOSED ELEVATION 100': FROPLSED GRADE MANHOLE PROPOSED CATCH BASIN O PROPOSED STREET LIGHT Notice PROPOSED STREET TREES BEFORE PP']CFEDING WITH THS WORK, ME CONTRACTOR SHA L CAREFULLY CHECK AND YERIFY ALL CONOOONS. OUANMIESDIMENSIO . D GRADING ELEVATIONS, AND SHALL. REPORT ALL DSCREPENOM TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. Dis claimer ESE PLAINS ARE FOR AGENCY REVIEW AND ARE NOT TO BE USED FOR CONSTRUCTION UNTIL APPROYEU BY ME GOVERNING AGENCIES. Legal Description AHCIL A OF PARCEL MAP NO 6GEB AD THE SE 1/4 OT THE NW 1/4 OF SECTION S. ITS. RSW OF THE SAN BERNARINNO BASE & MENIO4N. EXCEPT ME N 1/2 OF ME N 1/2 OF SAID SE 1/4 OF ME MW 1/4. AIL IN RIVERSIDE COUNTY, CAUFORNM. AREA - 35.5 ACRES. Site TBM SET 1 /A' IP UP 0.1 MET W/HU8 & TACK (ME IDE PIPE) ON PROPOSED LOT 23. APPROXIMATELY 50' SOUTH OF EXISTING HOUSE SourceA90f Existing Topon_raohv AERA L P_CGRAPMY (MAY 12. 2004) BY DENNIS JANG INC.DA, INC. MAPPING/SURVEYING SERVICES, 419]A WIN ST.. 0 2M, TEMECULA. CA INDEX OF SHEETS S EE; IY: TOLE SHEET 2 PAIN AND PROFILE GWNO & MANUO CI. PUN AN PPOrLE ADEUM M. PIMA ARE PROF LF CAPIRICE R0. 5 PI AN AND PROFILE MEENA DR. R PLAN ARE PRO LE VE1JA CT. & BRUT^LEA RD. T PLAN AND PROFILE CRAG AVE. 8 PLAN ARD PROFILE CRAG AVE. 9 PINT AND PROF EVANS RD. 10 PAIN AND PROFILE EVARS RD. 11 PLAN AND PROFILE CORSON AVE. 12 STORM DRAETS IN INL& OUTLETS 13 STORY DRAIN INLETS & OUTLETS 14 STORM DRAIN INLETS & OUTLETS 15 CRAG AYE. CROSS SECTIONS 16 CRAG AVE. CROSS SECTIONS 1-4 EROSION CONTROL PLANS 1-10 LA ESCAPE PLANS STREET L.IGNTING PLAIN 1-3 SIGNING & STRIPING PLANS TACT 30634 W. No. 06O01G SWEET NI COUNTY OF RIVERSIDE SCHEDULE "A" STREET IMPROVEMENT PLANS C -I6 SHEETS 1496 $ m a _ - , 6"INO COURT a o - - MANLIO COURT Ex'NO LEFT TOP OF CURB PROFILE 34.82 - -- "+.6] --- -- -- ,. /1a92 CUL 8. CULOEs<C it 2e.79' I1r 1497 PROPOSED LCFt PP. /+ PRaPQBC $`� : mja1493 X$]R21 1488 u"VIT L•CRJL.32i50.W' J9.2i'CR ={ OC NGENi Ifl- !A ry •a _ g, t "w 489 OFc5C' VC `EMi511NG CAGUNDIT+' F 5•+ :la]D +LONG "C N ELEV = 15]9.91 J F n ` Gj p" 198a _ LEE* PI{ ELCY 1+90.3a LEFT'TOP OF CURB PROFILE \ - - ExiSxNC CNOINC _ - E us We 0.00 PORngI 51.0e _ ]S.Jfi 5] 6? _ \I ' I_ ...__ cRWND A' DF 1W vC LW N (� : EF• lG � OVA 57A. I+OdO CUL-DE-SAC TOP OF CURB PROFILE -- I \ 1 1498 LONG tt un P -- S: Py` ' IDD.W' vc —+I YF PN ELEV = I,Bi.]3 ,a'PII _ o n $^ $_ S: !w _ \ " 1396 1494 1492 �dL°. •. 8 3?a�g --wu� .'P '\\ + �G d_ JG is _ - =m. _ .._ 3m PRd Igo wGGi" H•'•lGn Na NS hu'"'�"c: II'0aE0 "w nn p 'Iw {N?,I x" aPOSEQ PR 9 CENRTIWE lava - •6] 1486 > ELE! n t490 a2 / - ,. 1M184 STREET CENTERLINE PROFILE u9a -- - ix SIL G G'WND c,—ESAC / STREET CENTFRLINE PROFILE � tafio 1494 _ - `9 F ,� / _ J9.1/+mICRu 1992 1490 42.62 I i _.4.._ <.: - _ ... .. CUL-DE-SAC TOP OF CURB PROFILE u . w i A PGRnO�w 509' � T�Bi 100' VC °gpPO,a$ J ALCNG 1488 I486 1482 RIGHT TOP OF CURB PROFILE N-Tf Hi c RIGHT TOP OF CURB PROFILE Nsc9E. t 4O �� ' " I480 10+00 10+50 11+00 11+50 12+00 12+50 13+.0 13+50 14+00 14+50 15+00 15+50 CRAIG AVE ADELINA DRIVE - .- 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 ADELINA DRIVE (SEE SHEET 6) (SEE SHEET 3) - - - (SEE SHEET 3) wE I n - Im RETAINING WALLS _ - _ _ ORIKWAYAl ON O - '.. , uuZ11 I FSS $� = eg., $m �� �, •� 1$ P11 mi �J�G_ QRPRO 1 xoa l ek 5�6-'I IB9 B7 �si g m /�LOCAnON9 _ _ _ _ $ $� •n mn� S /-HP1 722 �n� ON .. . L GAVINO COEIRT_IE� yn. niffi L- ICENIER WLOfsAc yY a `'V I Qj I STA: IJa4610 ._.�A�i OA�T.CO\dl. JV] J - -RS 1 Oia 1 '•'`. O c /(I�S+W + 2 3+m M //\/Wly I 2 y�C�INT I •� 'f , I I:I ,-r`�OO. INI 0�1 _ 'fx �+culnWESAc 4F _ C © /\ 1 V iC'E Ip+ `GB �+ADELINASTA 13+B2.62 4>.Lb r� �j ya�OANNJ A: I1a91 W (� BTA: 14 805' I V\/YY NP. t19].p5 J _- \ 12+00 O \:C\ O O_ I CL CL \% ag"•�' J I .$ $I i 1 j-__� -(� Q g 1 Y i T O«- ��1 n$ im nx _ i ®. AM MANLIO COURT STA: t6ti1 1 $ STA: IIaM.15 g8 $ a-aL� $ 3 1m ® «- NP. 1469.BJ �'n'I STA: 1D�W�eI0 �ln.. 1 qS ass a 2r$� o� �a $� aF «s R o3"g=: -1 8 NOTE: ALL CURB CAVE ADELINA DRIVE YOMETRY IS BASSO NdIRONTAL ON WRB ADELINA DRIVE (SEEE SHEET 6) (SEE SHEET 3) nOMLIIE. (SEE SHEET 3) NOTE: WORN CWTAINED WITHIN THEY PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/dt A GRADING PERMIT HAS BEEN ISSUED. RMSIONS: - SEAL - L]OUNTY: �� WUNTY or RILLBme TRANSPORTATION DEPARTMENT APPROVED BY: SEAL - ENGINEER: " � 'R3' F. J. SPOOR & ASSOCIATES, INC. IYr4AJIp�lalYd blArbpJEYY1e OPN9W/BflD1 p_2Y5B SNCET No. '"A`T'0s°' IV N0 2 COUNTY OF RIVERSIDE SCHEDULE "A' ^E PWVAIE ENGWEER 9GNING PREY PLANS 5 RESPONSGILL FM SSURWGI ME ACWRACY AN0 ACCEPTABILTT OP ME OEOGN NREM ME EVENT CF DISCREPANOES ARISING AT ER CWNTY - - IY n. �� ", (/ _'/�. / /-- (�^1 I.T _y_ II B85 W. 92nE Place (120)540-TJ2+ WeeMmYlel«. cD BOD31-6314 Fo. (720)540-7325 STREET IMPROVEMENT PLANS ROVAL ON DURING CdM51RIJLnM. ME PRIVATE ENdNfER SHALL BE RESPMSIBLE FOR DETERMINING AN ACCEPTABIF RESOUTIW AND REN9N0 THE PLANS FOR APPROVAL BY THE MARK BY DATE AMR OAiE }�@_ • ��� D A 1 1 .C.E. ]]950 TE �- E S ^ \\\ It +/` +� / i :ZED BY: PLAN & PROFR3 I6 O -- GAVINO & MANLIO SHEETS A. RECOMMENOCD BY - OAIE Cd Y. PRIOR 10 CMSTR ICTIM O SUBJECT FAOUTY. ENGINEER CW iREDENCN J. SPq`R R.C.E. 41854 W1E FlLE N0.'JV_/9 /I 1500 ENS— GROUND GONG _ » "' REi "'9J.6. ,L C LEGAL ADELINA DRIVE PrIn ELEv - Ilo�9I I07.55' — 5044 PORTION Of I500 1496 I - '��. _ $ - m m •IF 1996 - I 149 I X I. 1492 1488 PROPOSED TC M CLIL-DE-SAC TOP OF CURB PROFILE PROPOSE STA: IJ+SB.62 G� j CUIOESA1 P ' EL-489, ATL - _ - _ t00.GG' yr — CL-1l89.bUP STA: IJ , I EL-1466 TA:'1a25.621 N STA - 90 EL=t4BB,2NL - PVI ELFV - Il92.12 Fl=14RS.R." a� EL-T488.l5UP $CA: Ifia2B.85 T ; EL•t486.NF1 S5 - \ - p- n o EL-IlBfi,l0.1P ETA: I6— 85 SiA: I]all.ES 1 R-14Rl-UP _� P �p EL-IlBS.BtFL EL=14111—L 1 Ya ?1_ sr LEFT TOP OF CURB PROFILE m� EL-NB5.541P NVSCAUE -4' 15DO 1496 1496 -1.9 fla. I 149 N�Y� \ 1492 m .. �1488� -I npx STREET CENTERLINE PROFILE IN i< 1488 1484 _ _ \ 'e w l <EKrERL�•:E 1484 1480 EVISLNG ..NO _ mlu lTaXG°ENt 1].�C• ALONG CL IU la I 1480 14M T� - OX i 1488 RIGHT TOP OF CURB PROFILE vm 1484 u, n I 1 1480 1480 147E 1 4]6 _ 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 GAVINO COURT MANLIO COURT (SEE $HEFT 2) (SEE SHEET 2) 5 � T O 250 �PETNNING 25 O ae A�' ©0 '^ R '`.a ffiAPPROXIMATE DRIVEWAY �i -3^, �� BLOC 1 3a —/ _v a- 50 0 Im t l HP INT R-1{6B.B9a R R Mi. R-1466SJ _0� J I vFL L NT_ R 14B599 Y `FL R INT FL-11B6.6J a0 w IDa0p61 II+ICO L I 12 OD STA:1I7a64.62 (2t 0001t�'� �+ STA:fla00 2 (21.OLE) INO) i AD NA DRIVE 13a00 •IBy] - 6 I R-R NT ¢-i{BS4B 1 STA iNOS62 (21.00R) LENhn` CULDESACJ b J_ ST 6155 85 (21—) o STA.16+09.85 (21.0OL) MHOO I6.00 i 3 174. - I O W 2 STA: 1Da00.00 (` .� iG�}"SIT. _ J — _ .. $ A=S 1 C In L 1 ' Y AOflA{A STA, 18+7F.85 V N - O MA1BlO 5TA: I0+0000NOTE: Al CURB NOR ZONTAL GEOMETRY IS BASED ON CURB <W F P+1 GAVINO COURT (SEE SHEET 2) - NOTE: WORN CONTAINED NNW THESE PLANS SHALL ^Nr clwuENCE uxm AV. ENCROACHMENT PERMIT p/M A GRADING PERMIT HAS BEEN ISSUED. VATS ENGINEER SONNG THESE PLANS IS RESPIX19BtF FOR THE ASSURING RRD ME AC[URACT AND ACCEPTAW— OF THE — a 11—PAHbES ARSING AFTER COUNTY IN THE ACjAWa RFASDN6: - SRN. - WIINIY: A 1 Awe s1 bl !tvm_ �I COUNT' 0/ RR7015Ni TRANSPORTATION DEPARTMENT APPROVED BY: A/L7 O L SEAL -ENGINEER: �_—� / (» 1 F. J. SPOOR &ASSOCIATES, INC. AY4yb14IINfy/la11M D—f°pWWNE C—M11-1. lBBS W 92PJ Plaie (720)540-7M4 Weeiminalm, LD B0031-fiJ11 Fae (720)SAO-7325 111ADT 70164 v � DBOOD COUNTY OF RIVERSIDE SCHEDULE -A" STREET IMPROVENIENT PLANS SHEET NO. 3 NEEREOII ALL° RE R—CM. ELF. OEIERYNING AH THE IACCEPTARI£ —Z-�- .r/ L e„I w PRER D WY _ - : 2h./' — PLAN & PROEM ADEWNA DRIVE -- -� — SHEETS N 0 R.C.E. —SO OAT ��Z/ RE50.URIX1 AND RN9NG. THE RAMS FOP APPROVAL BY THE C.NIY. PR ON TO OONSTRUCROH Di SIIB.ECT iADUIY. MIRK w DATE APPR' DATE - COIINIY \� \\\��_�'� FRE CN 1. SPOOR R.C.E. 41654 0.Ah RECOM N BY DATE ,OR: '°' COONIY FlLL N0. 1496 CAPRICE ROAD 1 1496 1492 wl =1 1 Nnra: 27,40 D EL�14B5.1� $ P IW.9oo vC 1492 8 na m 14aa v�W 1488 - 1498 - 1 mi— � _ N�. < u� 1498 _ ...LS' r.c I EwsnNc cRWND uDNc LEEr rG J Nv WT I4BI.n srM-ez� 1494 _ _ 'yl LEFT TOP OF CURB PROFILE (sEE dy'r s':] - 27.401 E E . 1eas.lq I�IDno' �.c V y� H srA - 25,eo o PN ELEY B6.21 , 1494 1490 21 N1 JI EIEN IMOO 48 _9 �W N Si :i n„��o II NP e� ii'nVf,I W 149 1486 r u`i'wu`i�t-n w� _ r■ .`n�L'n + 1486 --_� 1482 ? u1 PFOPO:E CfvrERLhC E PROPOSED P'PE STI.r P2 �I 2 1482 5TN-G2 E%ISTNG GROUND .LOVG [L n O INV=i181.13 (SEE SPE r F, 1 U 147 �I J - STREET CENTERLINE PROFILE , 1478 1` 417 2. 148fi W C1' IOaB w j1 f� v 1192 Is,,:^R Cx C. Dc .c -- I 1482 1478 _:., ..., .. .. .. . RIGHT TOP OF CURB PROFILE 1478 18+58 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 _ 22+50 23+00 23+50 24+DO 24+50 25+00 25+50 26+00 26+50 27+00 28+00 28+50 29+00 29+50 30♦DO 30+50 ADELINADRIVE MATCHLINE18+50 VELIA COURT --- - (SEE SHEET 3) (SEE SHEET 6) - EC jC'r 4B4lf— ` BIZ 90 Ag n ~~ m ICE R(2') PPRO%IMATE OMWNAY LOCA—S CLP ETG —W.N-352)lI /,1E-(IYMCAL) STA.25+39.811 '^m EL-OL INT. EL 104 O8 ECR TC�14B57611 �. < % 'OS GL IET B2 (M'-10'. NCI O4')-f 1n Or ... " C�. �'� I 1 CA IDC, SST 2 0+00.00 �) O V SU S / Z 20'OO Q -' —_. -. ON - - - 3 e- • `a ) •. OOO S 21+01 22+ CAPRICE ROAD 23+00 2 p(D� 25+001 28+00 2]+00 IF w I I I G• I I 1� 2 iL I "' R-R NOTE ALL CURB HOMZONTAL GEOMETRY f5 BASED ON C R" LOWLINE. !.� IR o �$ FL INT —14A24 IN{. R�14 1.95 GIA: 23a66. 18 j21.00R) � TA2N26.28 (21 U0R) O iN1 o ! I n ' �� P / / 0 ��N STD- p. ' O IU n% b- —N. ROAD STA 21 2.M SIN-N 10+2S.W-/ + FIT CL-CL INT EL�1486.0 CAPRICE M)AO STA: 2]+29.81� u T i' CAPMCE STA: 5+8201 la _ STA CL IM.'T HI (WT, H.3.2fi') p- CL INIET 12 (.i. II') O ; WIJA STA Ja]9.18 rv= Pa <S i:�uO �u �i XP�: 25+92.28 �� U I< S C^ 555 Le6.EH, g: m� No ; BRIAR :A ROAD �� (SEE SHEET6) NOR WAN CONTAWED NI1NW THESE PI.— —IL NOT CON.IENCE AN EI pEMll} RMSENS: - FAL -COI Ntt: COUNTY OP PMpBmB SEAL -ENGINEER: 5Ff S 1MCT30UMN W. 0500M SHEET M0. INCDI AS BEEN I AND �aR 1 cRADPEauM HAS eEEN IswfO. , TRANSPORTATION DEPARTMENT F. J. SPOOR &ASSOCIATES, INC. RW.S couNTr De Riveesme 4 PRIVATE Ell— SIGNWL lYFSk PLANS I'2 REWWSEILE FOP APPNOVED BY: :�- Ahpi—Ing/ZaDd Dn4gopmnd CWmuhl3nis SCHEDULE -A" AE SSUINMG THE ACWPACY AND ACCEPTASEL u ME OFSxaI HEREON. N IIR EVENT Di pSCPEPANDES AFSING AFTER LWNTT '- I 27 JO 4885 W. 92RE pla4R ()20510-)]24 WpiMNNW, CO BOD31-8314 F4, pzo;s4D-ns STREET IMPROVEMENT PLANS APPROVAL OR WMNn CONSTRUCDON, ME PRIVATE EMONEER SNALL BE RESPONSELL FOR DERItNIANG AN A:CEPTABLL ON ANO REWSND THE PLANS FOR APPROVAL BY 11M WAN BY DATE MPP WTF • rREPA1RED �`" ' J�..-Y�L— /Tf22�S' PLAN & PROFILE CAPRICE ROAD OE I8 sHeErs — A .C.E 3JB50 WTE � CWNtt, MOP TO CIWSMUCBON OF SUBJECT FAPLTY EWNM ENGINEER COUNTY _ FREDERk'N J. $POOR P.C.E 41854 WlE CWNIV FILE N0.MWY RECONMENDEO BY DALE