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913pp_sppdR A (.'T NU !'7580 M 7 V TRACT ND. 13744 •I .� Na 7 6 5 4 3 2 *war A&- affivo MOP. TRACT N0. t 7448 - t 5 Po ~44 + SMST cIW I� TREE I NDEX MAP SCALE: 1 "x 100' ALt I CANTE Do h 44 VATSM w RD. PROJF-CT S I l i g �4�HEMET SATE HWY . 74 - CITY BLOF VD MCCALL WINCHESTER • -• R.R. SIMPS RD. w u- W VICINITY MAP NOT TO SCALE Sam 1, TS3, R rw ,.S Rau R"' GENERAL NOTES two 3 LZA 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING THE PROPOSED 40' WORK AREA. AND RELOCATION COSTS OF ALL EXISTING UTILI4 ES. PERMITTEE . I Z BFUCH Z'ScNCH MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 4 HOURS PRIOR DER 4' 6' 6• 4• TO BEGINNING OF CONSTRUCTION. PHONE: �5-6Se6 �• 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY �pgDID I � A/C PAVEMENT STANDARD NO. 816. LAST. �,f. 1 , TX 1 .7X � �. rpe 3. ALL WORK SHALL CONFORM TO THE REOU I REMENTS OF THE RIVE SIDE COUNTY y j TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SP CIFICATIONS. K �L 2m /f �t LATEST EDITION. COUNTY ORD I NANO NO. 461 AND SUBSEOUEN AMENDMENTS. i r I ♦: SIDEWALK -,tom 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NO IFY THE ENGINEER EXIn �'IA�IAX A08UMED R VALUE -20 A�REGATE BABE TO INSTALL STREET CENTERLINE -MONUMENTS AS REQU I RED BY I VERS IDE COUNTY am a T.I. = 5.5, 0.8139' • A.C/ 0.75' 'A.S. CLASS II ORDINANCE NO. 461. TYPICAL SECTION AVA T r : �S� G �, %OWE A. d. PER R I V . CO. STD. NO. 104A - 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER CONTRACTOR �,am- I T1G2i�tI-? NOT TO SCALE TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPART NT. PERMIT 3xwwSECW l #ViAfAaf CArL EE A✓t 1A;ls! 4N WTE/VTQ SECTION. FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFO MED WITHIN 2- 1"EaR . Cd. SM No. 103A CLEMArA/TAr AVffIVVAr PUBLIC RIGHT-OF-WAY. DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL URRENT a I L /Mw rL ENVIRONMENTAL REGULATIONS DURING THE LIFE /OF PERMITSM FELIFEE CONSRUCON ACTIVITIES REQUIRED Sv1 T"s Wp FOR THIS PROJECT. ADDITIONAL M ST/H. 1*1b". #S 7D 14.00 itEXIST. „ R/W 6. ALL PAVINGDTHERSTREETND ASECTIONS, WITH INCLUDINGTEBUTSNOTHALL LIMIBEDITIPLTHE FOLLOWING; RON SEWER. WATER. ELECTRIC. GAS. DRAINAGE. j'• (Aqw Z' BENCH33�� l 7. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TES S. SHALL BE TAKEN - - AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. 14' I USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERE . 5 I I 8. "ASPHALTIC EMULSION" (FOG SEAL] SHALL BE APPLIED NOT L SS THAN FOURTEEN 3 • aur Rlw L DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND HALL BE APPLIED I AT A RATE OF 0.05 GALLON PER SQUARE YARD. ASPHALTIC E ULSION SHALL J E� � + A/C PAVEMENT I CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDAR SPECIFICATIONS =2 1A a ESTIMATED QUANTITIES 30' I �� s�orav 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DE ELOPER .GLX A.C. OVVt WA.B. ,CLASS 11 �� 2 ASS" l�O R V#U&C Z" ty All OF SEAR I NGS T.I. = 6.5, a 3o' A.0 10.93 AS CLASS /, 355 MN, L I MSG SHOWN HEREON AS -SAND t� --~ v MS'. ( THE TO INSTALL AMD MAI NTA I N ALL CONSTRUCTION. REGULATORY . U I DE AND 175W. STA" 19*19.M TO STA_ 15*50.00 ON THIS PROJECT. EXCEPTING FOR LIA S" jm /11-12. BEING M99 30*070E. IN. T. S. • = Ab. S pAt 7 WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURR I'NGS TO 212 65 L. F ROAD 1 Mit TTI<A[T 17510 OWTftiCT CROSS GUTTER � •..••• I 9 PROVIDE SAFE PASSAGE FOR THE TRAVELLING PUBLIC AND WOR ERS UNTIL 400 F 401 12,653 GAILY TOLL F MENIFEE ROAD A 1- IRON PIPE IN A CAP 403 �5� 11 THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY HE COUNTY. 207 %.071 S . SAWICUTA� an -AV TO MAMN ICU ELEVATION: 1523.407 A - AWA I ASSUMED R VALUE -20 10. t. Ila POINT OF I NTERSECT I Opt A . C • T. 1. _ &.5. 0-50A.C./0.93 A.A. CL -455 II 1 1 . STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH TH� APPROVED 816 3 EA _11EXISTTYPICAL lImGTALL STOMET L104T (%Soo LU -1 CA>DAIO CAL SECTION A.B. STREET LIGHTING PLAN. EXIST A� CA lrloAs. Mw S*7 ? SA -- 2- 810 PER R I V . CO. STD. NO. 103A iI39 R� dR A (.'T NU !'7580 M 7 V TRACT ND. 13744 •I .� Na 7 6 5 4 3 2 *war A&- affivo MOP. TRACT N0. t 7448 - t 5 Po ~44 + SMST cIW I� TREE I NDEX MAP SCALE: 1 "x 100' ALt I CANTE Do h 44 VATSM w RD. PROJF-CT S I l i g �4�HEMET SATE HWY . 74 - CITY BLOF VD MCCALL WINCHESTER • -• R.R. SIMPS RD. w u- W VICINITY MAP NOT TO SCALE Sam 1, TS3, R rw ,.S Rau R"' GENERAL NOTES two 3 LZA 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING THE PROPOSED 40' WORK AREA. AND RELOCATION COSTS OF ALL EXISTING UTILI4 ES. PERMITTEE . I Z BFUCH Z'ScNCH MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 4 HOURS PRIOR DER 4' 6' 6• 4• TO BEGINNING OF CONSTRUCTION. PHONE: �5-6Se6 �• 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY �pgDID I � A/C PAVEMENT STANDARD NO. 816. LAST. �,f. 1 , TX 1 .7X � �. rpe 3. ALL WORK SHALL CONFORM TO THE REOU I REMENTS OF THE RIVE SIDE COUNTY y j TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SP CIFICATIONS. K �L 2m /f �t LATEST EDITION. COUNTY ORD I NANO NO. 461 AND SUBSEOUEN AMENDMENTS. i r I ♦: SIDEWALK -,tom 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NO IFY THE ENGINEER EXIn �'IA�IAX A08UMED R VALUE -20 A�REGATE BABE TO INSTALL STREET CENTERLINE -MONUMENTS AS REQU I RED BY I VERS IDE COUNTY am a T.I. = 5.5, 0.8139' • A.C/ 0.75' 'A.S. CLASS II ORDINANCE NO. 461. TYPICAL SECTION AVA T r : �S� G �, %OWE A. d. PER R I V . CO. STD. NO. 104A - 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER CONTRACTOR �,am- I T1G2i�tI-? NOT TO SCALE TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPART NT. PERMIT 3xwwSECW l #ViAfAaf CArL EE A✓t 1A;ls! 4N WTE/VTQ SECTION. FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFO MED WITHIN 2- 1"EaR . Cd. SM No. 103A CLEMArA/TAr AVffIVVAr PUBLIC RIGHT-OF-WAY. DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL URRENT a I L /Mw rL ENVIRONMENTAL REGULATIONS DURING THE LIFE /OF PERMITSM FELIFEE CONSRUCON ACTIVITIES REQUIRED Sv1 T"s Wp FOR THIS PROJECT. ADDITIONAL M ST/H. 1*1b". #S 7D 14.00 itEXIST. „ R/W 6. ALL PAVINGDTHERSTREETND ASECTIONS, WITH INCLUDINGTEBUTSNOTHALL LIMIBEDITIPLTHE FOLLOWING; RON SEWER. WATER. ELECTRIC. GAS. DRAINAGE. j'• (Aqw Z' BENCH33�� l 7. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TES S. SHALL BE TAKEN - - AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. 14' I USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERE . 5 I I 8. "ASPHALTIC EMULSION" (FOG SEAL] SHALL BE APPLIED NOT L SS THAN FOURTEEN 3 • aur Rlw L DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND HALL BE APPLIED I AT A RATE OF 0.05 GALLON PER SQUARE YARD. ASPHALTIC E ULSION SHALL J E� � + A/C PAVEMENT I CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDAR SPECIFICATIONS =2 1A a TYPICAL SEMN PER RAL Co. 90. AM. ATA e STA. Of 810 Tei M. ANSI S1 r E�IIIDI/E 1I AAMA"Aa: A.C. PYAIT 1 �A-C. 01A ' ZrA.4*CID. TO 4-&f 3f M OTI Fl CATIONS NOTE. THE CONTMKM SHIALL NOW IMF IMLL@IMIYG IIKITIrES M A&KIES i WORVA TM'YS MMR 10 STARTING MWMK W NII OR EXCAVATUM. R1YERSIDE CmTf Mm COSTRUCTIOIII UCT MSI: i"5- 6855 � LUER 6MM0 SEWCE PUNT: (00)442-41'33 LEGEND OF ABBREVIATIONS CENTERLINE =6.8. WAK SEMI T.C. TOP OF CUM ELEVATION L.F. LINEAL FEET F.L. FLOIL I NE ELEVAT I ON EA • ma F.S. F I N I SM SURFACE ELEVATION S.F. DOWN& PEST F. C. F I N I SM GRADE ELEVATION C• Y• amic TADS B.C. Kr*INNINa Or CURVE R/y RIONT OF WAY E.C. END OF CURVE P/L PWWTI L INE R P RASING roINT ONSTRUCTION NOTES & ESTIMATED QUANTITIES 30' I �� s�orav 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DE ELOPER .GLX A.C. OVVt WA.B. ,CLASS 11 �� 2 ASS" l�O R V#U&C Z" ty BASIS OF SEAR I NGS T.I. = 6.5, a 3o' A.0 10.93 AS CLASS /, 355 MN, THE BE I MSG SHOWN HEREON AS -SAND /4' roe --~ v MS'. ( THE TO INSTALL AMD MAI NTA I N ALL CONSTRUCTION. REGULATORY . U I DE AND 175W. STA" 19*19.M TO STA_ 15*50.00 ON THIS PROJECT. EXCEPTING FOR LIA M.B. 1 /11-12. BEING M99 30*070E. IN. T. S. • = '�- 7 WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURR I'NGS TO 212 65 L. F ROAD 1 Mit TTI<A[T 17510 OWTftiCT CROSS GUTTER � •..••• I 9 PROVIDE SAFE PASSAGE FOR THE TRAVELLING PUBLIC AND WOR ERS UNTIL 400 F 401 12,653 GAILY TOLL F MENIFEE ROAD A 1- IRON PIPE IN A CAP 403 �5� 11 THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY HE COUNTY. 207 %.071 S . SAWICUTA� an -AV TO MAMN ICU ELEVATION: 1523.407 •% AWA I ASSUMED R VALUE -20 10. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 50 AND 4". Ila POINT OF I NTERSECT I Opt A . C • T. 1. _ &.5. 0-50A.C./0.93 A.A. CL -455 II 1 1 . STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH TH� APPROVED 816 3 EA _11EXISTTYPICAL lImGTALL STOMET L104T (%Soo LU -1 CA>DAIO CAL SECTION A.B. STREET LIGHTING PLAN. EXIST A� CA lrloAs. Mw S*7 ? SA -- 2- 810 PER R I V . CO. STD. NO. 103A iI39 R� IGtN NiIKON. DATE BY M1ARK R . C . P . 1t CONCRETE PIPE ONE - i NOT TO SCALE 12. AS DETERMINED BY THE TRANSPORTATION D I RECTOR . THE DEV OPER IS RESPONSIBLE, D.C. 25 EA EXIST. A.C. E M$faSU'L OADWAY EXCAVATION TArv/!S 1P0/40 23 AS A MINIMUM, FOR ROAD IMPROVEMENTS TO CENTERLINE AND AY SE REQU I RED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE. AND ATCHING OVERLAY 800 L.F 24 AC PAYMENT eSE OF PMgMNT 07*. 6+86. 00 w 679.13*19.14 25 REQUIRED TO ME&T THE STRUCTURAL STANDARDS FOR THE CUR NT ASSIGNED CA L TRAmo A 74 - A 12 EA - Aii><FGA7f E LOW PO I NT N.C. NAl MAL l�IDO TRAFFIC INDEX. AISUMED R WILME, 20 T.1. * 6.5, 0.3W M/ mir its. [LASS]T CLAS5 T.C. 13. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE I NST LED AND G TO COUNTY STANDARD NO 206 AND/ NO 207. AS CIA PARE TYPICAL SEMN PER RAL Co. 90. AM. ATA e STA. Of 810 Tei M. ANSI S1 r E�IIIDI/E 1I AAMA"Aa: A.C. PYAIT 1 �A-C. 01A ' ZrA.4*CID. TO 4-&f 3f M OTI Fl CATIONS NOTE. THE CONTMKM SHIALL NOW IMF IMLL@IMIYG IIKITIrES M A&KIES i WORVA TM'YS MMR 10 STARTING MWMK W NII OR EXCAVATUM. R1YERSIDE CmTf Mm COSTRUCTIOIII UCT MSI: i"5- 6855 � LUER 6MM0 SEWCE PUNT: (00)442-41'33 LEGEND OF ABBREVIATIONS CENTERLINE =6.8. WAK SEMI T.C. TOP OF CUM ELEVATION L.F. LINEAL FEET F.L. FLOIL I NE ELEVAT I ON EA • ma F.S. F I N I SM SURFACE ELEVATION S.F. DOWN& PEST F. C. F I N I SM GRADE ELEVATION C• Y• amic TADS B.C. Kr*INNINa Or CURVE R/y RIONT OF WAY E.C. END OF CURVE P/L PWWTI L INE R P RASING roINT ONSTRUCTION NOTES & ESTIMATED QUANTITIES NO DESCRIPTION R. C. T.D.STD.NO. DUAN. 1 .GLX A.C. OVVt WA.B. ,CLASS 11 37,259 S. F, 2 ASS" l�O R V#U&C Z" 3Z 1% S.F. BASIS OF SEAR I NGS T.I. = 6.5, a 3o' A.0 10.93 AS CLASS /, 355 MN, THE BE I MSG SHOWN HEREON AS -SAND UPON ASULTA" R14D Z58-5 cr- THE HERLY LINE OF TRACT NO. 175W. STA" 19*19.M TO STA_ 15*50.00 ON THIS PROJECT. EXCEPTING FOR LIA M.B. 1 /11-12. BEING M99 30*070E. IN. T. S. • = 2,376 L.F 7 BENCH MARK M-13-3 212 65 L. F SMICE ALM OWTftiCT CROSS GUTTER M IL 209A L50 S. 9 IN THE INTERSECTION OF MAPES ROAD AHD 400 F 401 12,653 GAILY TOLL F MENIFEE ROAD A 1- IRON PIPE IN A CAP 403 7 EA 11 WELL MONUMENT AND MARKED COUNTY "VEY"OR. 207 %.071 S . 1-N ELEVATION: 1523.407 303 a 303A I EA DATE: 1953 422-4133 POINT OF I NTERSECT I Opt A . C • TWO NIO DA" UP= T= 910 I NBTALL = TRE ET NAIVE SIGN 816 3 EA 16 lImGTALL STOMET L104T (%Soo LU -1 1000 10 EA A.B. mww wt. 7 4NAS 1E+f ? ro wrT EXai T. 1e CA lrloAs. Mw S*7 ? SA -- 2- 810 PRI �� iI39 R� IGtN NiIKON. DATE BY M1ARK R . C . P . 1t CONCRETE PIPE 20 AFFOOVAL OR ENGINEER I Will wm ( j *lM ME PL An DES Y 1M BY D.C. 25 EA 22 OADWAY EXCAVATION 1303 C.Y 23 TILITY TRENCH 800 L.F 24 E.P. eSE OF PMgMNT 25 INfrAj. TYPE F- I DELI NGATOKP TYPICAL SEMN PER RAL Co. 90. AM. ATA e STA. Of 810 Tei M. ANSI S1 r E�IIIDI/E 1I AAMA"Aa: A.C. PYAIT 1 �A-C. 01A ' ZrA.4*CID. TO 4-&f 3f M OTI Fl CATIONS NOTE. THE CONTMKM SHIALL NOW IMF IMLL@IMIYG IIKITIrES M A&KIES i WORVA TM'YS MMR 10 STARTING MWMK W NII OR EXCAVATUM. R1YERSIDE CmTf Mm COSTRUCTIOIII UCT MSI: i"5- 6855 � LUER 6MM0 SEWCE PUNT: (00)442-41'33 LEGEND OF ABBREVIATIONS CENTERLINE =6.8. WAK SEMI T.C. TOP OF CUM ELEVATION L.F. LINEAL FEET F.L. FLOIL I NE ELEVAT I ON EA • ma F.S. F I N I SM SURFACE ELEVATION S.F. DOWN& PEST F. C. F I N I SM GRADE ELEVATION C• Y• amic TADS B.C. Kr*INNINa Or CURVE R/y RIONT OF WAY E.C. END OF CURVE P/L PWWTI L INE R P RASING roINT ONSTRUCTION NOTES & ESTIMATED QUANTITIES NO DESCRIPTION R. C. T.D.STD.NO. DUAN. 1 .GLX A.C. OVVt WA.B. ,CLASS 11 37,259 S. F, 2 CGMIrT. -'.&C. OWA ' A.& CL4SSJl 3Z 1% S.F. HARMLESS ASPWT GOVM:RZ`TF LIABILITY. REAL OR ALLEGED, IN C /, 355 MN, AgAAM6.9rE AI"Z , CLA= 1U' VERTICAL CURVE Z58-5 cr- Epamew THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIA ILITY ARISING T.CM. TYPE A -!i Culyd goo 2,376 L.F 7 COMST. A.C. DIKE 6" C. F•) 212 65 L. F e OWTftiCT CROSS GUTTER M IL 209A L50 S. 9 TTSICT SIDEWALK 400 F 401 12,653 10 ONBTIMXT ACCESS RAMP 403 7 EA 11 IDOMFTft#CT DRIVEWAY APPROACH 207 %.071 S . 12 TRNCT FLAT OUTLET STRUCTURE 303 a 303A I EA P . I . POINT OF I NTERSECT I Opt A . C • fAF MLT I C CONCRETE 15 I NBTALL = TRE ET NAIVE SIGN 816 3 EA 16 lImGTALL STOMET L104T (%Soo LU -1 1000 10 EA A.B. A W AT11: SAGE 1e NSTALL BARRICADE 810 72 L.F E.C.R. END CURS RETURN R . C . P . 1t CONCRETE PIPE 20 EXIST. BARRICADE wm ( j *lM ME PL 21 TRUT TREES D.C. 25 EA 22 OADWAY EXCAVATION 1303 C.Y 23 TILITY TRENCH 800 L.F 24 E.P. eSE OF PMgMNT 25 INfrAj. TYPE F- I DELI NGATOKP CA L TRAmo A 74 - A 12 EA - L.P. LOW PO I NT N.C. NAl MAL l�IDO T.C. TOP OF GRATE ELEVATION C.F. CIA PARE -c , 04%3 / SCHEDULE A CONSTRUCTED ACCORDIN DIRECTED IN THE FIELD. 14. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREE MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT PARATE LANDSCAPE _ PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS. AND ALL LAND- SCAPING ON ALL OTHER STREETS SHALL REQUIRE SEPARATE L APING PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERS COUNTY "STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAP ENCROACHMENTS' DATED JUNE 1990. 15. AFTER OCTOBER 1. 1992, CONSTRUCTION PROJECTS THAT DlSlLft MORE THAN FIVE ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOII WITH THE ST TE WATER RESOURCES CONTROL BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPPI AND MONITORING PLAN FOR THE SITE. 16. AMY PRIVATE DRAINAGE FACILITIES SHOWN DIT SE PIAWS Allf f# INFONARTIN 1f. IN SOMlli TNFSE ILMOIIEMENT PLANS, Nd REVIEW OR APPROW IE 1NME MIMIEE HOMES IS I D IE NOLMD BY TRE RIWRIIDJ COMP TRANSPORTATION DEPARTMENT. UNDERGROUND 5TRUCTuff.5 - ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH T IR APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PR ING WITH IMPROVEMENTS PURSUANT THERETO AGPd= TO ASSUME LIABILITY A 0 HOLD UNDER- e SIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: T INDICATED ON THE PUBLIC RECORDS EXAMINED: LOCATED AT VARIANCE WITH THAT REP TED OR SHIWN1 ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND Y OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT 'S RESPONBISILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES CONGER D BEFORE STARTING WORK. NOTICE TO CONTRACTORS CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE R SPONBIBILITY FOR JOB SITE CONDITIONS DURING THE OF THE CONSTRUCTION OF HE PROJECT. INCLUDING SAFETY OF -ALL PERSONS AND PROPERTY; THAT THIS RE IRE1'ENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING S: AND THAT P . R . C . POINT OF REVERS I NC CURVE THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER THE ENGINEER P.C.C. POINT OF COfrOtAND CURVE AU RAMAL HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, IN C CTION WITH V:C. VERTICAL CURVE Eg'T. Epamew THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIA ILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. B.V.C. SECmm OF VERTICAL AWA MIN. AINiIom E.V.C. Ef D OF VERT I CAL CURVE MAX. r"19m P . I . POINT OF I NTERSECT I Opt A . C • fAF MLT I C CONCRETE B.C.R. SESIN Cm RETURN A.B. A W AT11: SAGE E.C.R. END CURS RETURN R . C . P . 1t CONCRETE PIPE wm ( j *lM ME PL WS SAM Aff CMU f D.C. ON cum Tyr. TRICAL WMA REPEATEDLY) UNIX AR ER«QNCA1W PERA11T NO9 SMAW H.P. H I GM POINT E.P. eSE OF PMgMNT PERW NNIS &FEN I SSNO L.P. LOW PO I NT N.C. NAl MAL l�IDO T.C. TOP OF GRATE ELEVATION C.F. CIA PARE -c , 04%3 / SCHEDULE A RECOMMENDED FOR TY APPR ED Y DATE Zo Lohr. + Associates Inc TRACTS NO. 27448 COUNTY OF R I VER 1SHEET ' I CC APPROVAL w Io ' '14� oNCALIA *.R fV400WOR ATICOMM. STREET IMPROVEMENT PLAN LOW ru.,w 43913 Ildr ft* D" DATE DAT ECKED BY TY DATE A. OTMMN a E.NG. EXP . DATE «�«�• T �► f39G3 TITLE SET NO. 1to�7e �' OF 5 SHTS . NSP A„" * EMP . 1H 30- 01 RE S PA. Sa as -SM r.� SM «S-eGN AID I LE NO. M1► 3i� DATE Z t/ SCALE: AS HATED BENCHMARK TYP I CAL SECT I ! T V~ HERMAN S. HOVAG I MYAN SEE HEREON FOR W.O. rEW CAL1 R. C. E. NO. 2OVS EXP. DATE 9-30-91 DATE JAN 1995 KAPTUR/HOUSTON OE VELOPMENT 13 d3 pp lor 1 _ 1h EX. GROUND ' CL. OF' STREET 41 z to 5' C' 15V V.C. - ��` ' m P.I. = 1625.79 n P.I. = 1620.79@ v STA. 7+50.00 0 w STA. 8+50.00 EX. F.L z� �GG WOFCL. ©Q TC7 - - - - - - -- -- FEATHER OVER - 1ti _ _. TO SMOOTH JOIN + S w z . z ti 4DJ Z CIO b r O O� �� C5 ob Rjo 0 04O LTJ J + N co O �`� O, _ U + 81n Z" U aD T co 9 o- o ul tiv O -4 Q z + L0 o a cri \ ►•lav z 0 m m . 40 + C14 .. oo m w to 50.00' V.C. 0.68' $ as ab a; CID °� .1. = fW5.7 � m U -j -- -- - - - o+. c° - j 38.97' �m 8� IZ-m ;- ,3 & `a_ N + Iz o V' 39:57' ~Id 24 + , S a POR. 50.32' V.C. - - M SQ m /4 EV 0 $cc 40 Q h > } N �+ W + co � + m w o m EX. GROUND - c CL. OF STREET 0, 5 M z F.S @ CL. OF STREET 8 Service Alert 1O—CONST. lel 0 0 Dc Underground FORE y SAWCUT Vy A.C. DIKE (6"C.F.) PER STD. No. 212 CM G 100' V.C. z p EXIST. RNV JOIN N �' N u; EX 2" GAS SERVICE ` r P.I. = 1612.92@ CONST. ACCESS RAMP PER STD. No. 403 Q Cn � N /4+ &/4 100' V.C. o TA 2. �Q/ STA 12+43.37 t` c*f J Q co 1` P.I. = 161-1.79@ Vi T o V W NOTE: Z o STA. 14+01.14 JN H Cn o o 'n> d U H ago. � 1- _ LULU w © + N ® (A > N > CM Oki ©- r � C6 N 1` ti co C! in 04 W� + �� m CD co r w x U > 4U _c4i �c MN Cj CV) 00 0)OD _ 55.74' 34.69' r' $ Z � Z a (D} + + t+0 m T CO en W oW a Y T M 04 + M O /� V> M co ch co C) � c � °) M + +.qt LIi o 4 `co � r � +1.00°16 2 POR. 18@' V.C. L = 54.63' o P.I. = 1612.86@ 8 Service Alert 1O—CONST. lel STA. 12+43.37 Underground FORE y SAWCUT Vy A.C. DIKE (6"C.F.) PER STD. No. 212 CM G m CONST. CROSS GUTTER PER STD. No. 209 $ 209A p EXIST. RNV JOIN N �' N u; EX 2" GAS SERVICE ` r CURVE DATA CONST. ACCESS RAMP PER STD. No. 403 00 V � N /4+ &/4 A/ o TA 2. �Q/ LENGTH t` c*f M R � co 1` q M Vi T X_ V W NOTE: /O o C.i� JN H Cn M 0 OD 35.00' � 1- _ LULU w © + w + 0 39.57' T1- CM Oki ©- r 8'48" 25.00' + 24.70' CD co r w x U > 4U 86"8'45' N 55.74' 34.69' r' $ Z � Z a CONSTRUCTION NOTES o W oW a Y TOP OF W'LY 6" CURB FACE PROFILE SCALE HORIZ. = 1" = 40' VERT. = 1"=4' 4 5 6 7 8 9 10 w II J 0 >- w V) Q Q Z P.M. 82/88 a in zP. . 13144 0_ ¢ w P.M. 14821 w N� Q a N o w 11 D w z o 0z � oC fn .3:> Ir J WD N+ OW O a a i.- U Oo o HD mN w� xx H H !- > D UDJN C U W Q H U QZz +o �+C7 Z C9 ZZ �C7 O o ad m UCD X J J C9 N N cn' a+o X X w U U X X z X X XOi]mCD w w z W wz EXIST. RNV • 7'1 p w i w �~� N W% p I I O EDGE OF EXIST. PAVEMENT-, cV r � O OZ It _ w 5 EXIST. A.C. PVMT. - o co EXIST. 8" SEWER N_ -EMT. A -C. -MM �\ s"c 8 � W o mm EXIST. R/W r ASSURING THE AC -UR Y AND ACCEPTABILITY OF THE DESIGN HEREI7d Service Alert 1O—CONST. lel 0.30' A.C. OVER 0.93' A.B., CLASS II CONST. TYPE A-6 CURB PER STD. No. 200 Underground FORE y SAWCUT Vy A.C. DIKE (6"C.F.) PER STD. No. 212 CM G Call: TOLL FREE CONST. CROSS GUTTER PER STD. No. 209 $ 209A p EXIST. RNV JOIN N �' N u; EX 2" GAS SERVICE WZH- 1-800 CURVE DATA CONST. ACCESS RAMP PER STD. No. 403 Q O w M O DEL TA RADIUS LENGTH TANGENT TRACT No, 17680 Z o w TWO WORKING DAYS BEFORE YOU DIG X_ PER CAL TRANS STD. A74 -A NOTE: w U o J JN H OA - 890 '57' 35.00' 54.63' 34.66' w _ LULU w © 900 1'12' 25.00' 39.57' 25.30' a w ©- 890 8'48" 25.00' 38.97' 24.70' • w x U > QD — 86"8'45' 37.00' 55.74' 34.69' $ Z � Z a CONSTRUCTION NOTES o W oW a Y w mD�mas oZ ASSURING THE AC -UR Y AND ACCEPTABILITY OF THE DESIGN HEREI7d Service Alert 1O—CONST. lel 0.30' A.C. OVER 0.93' A.B., CLASS II CONST. TYPE A-6 CURB PER STD. No. 200 Underground FORE y 14 15 7a—CONST. A.C. DIKE (6"C.F.) PER STD. No. 212 CM G Call: TOLL FREE CONST. CROSS GUTTER PER STD. No. 209 $ 209A p EXIST. RNV TR. 27448-2 N �' N u; CONST. SIDEWALK PER STD. No. 400 $ 401 WZH- 1-800 lel CONST. ACCESS RAMP PER STD. No. 403 Q O w M INSTALL STREET NAME SIGN PER STD. No. 816. 1 32' 227-2600 INSTALL STREET LIGHT PER STD. No. 1000 11 m �— INSTALL TYPE F-1 DELINEATOR TWO WORKING DAYS BEFORE YOU DIG X_ PER CAL TRANS STD. A74 -A NOTE: w U o a o WORK C DNTAINED WITHIN THESE PLANS Q SHALL P OT COMMENCE UNTIL AN w ENCROJ CHMENT PERMIT AND OR A GRADIN.32 PERMIT HAS BEEN ISSUED. PIPE CULVERTS PRIOR SULTANAS ROAD O COMPLETION OF CONST. 5-9-02ADD SHEET 2A ROAD THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR DATE I BY MARK . ENGINEER REVISIONS IN THE EVENT OF DI PANCIES ARISING AFTER COUNTY APPROVAL IR DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN pCCEPTABLE SOLUTION AND REVISING THE PLAN DESIGNED BY DRAWN BY FOR APPROVAL BY THE COUNTY. 60 zQu) + w4a o mH 7 6 1 r, F- bo 1 C -1 O N I m>U I N � 1 � I m 1623.95 :•7 1621.93 L. I F. . z W w 0 I ' I I - 1.15 9 1620.27 1x/�r ^�•� I LL:U I; I �� I a0 1 0 OU^I 11-6u iD 5 ?� cfl I I II°cc 1�0' 20 20' 1 II — 011 SEAL COUNTY e*pf E S10* s W No. CE 33950 PR. DATE °L Exp. 6-30-06 COUNTY CHECKED BY �l4rf OF C AVENIDA CAYLEE SEE SHEET No. 3 21 11 12 13 u 0 U) z W to m O z X wO ? �� QJ�12'I ow P.M. 82/7 m o O 60 ( Cf) z OX w V O a m �, 0) W w ' Lao� 44' M J W J~ cd OD O LL LLI W H Q to z U Q O +w C14 H F -11O r� Q C* Uj0 9 (r) r � 3 LL 0X O Vj J ~ MI ~ � U H 1- co C0 Lu C4 w 5 N cw7 5 w X� 5 CN w �? IX W w m U U w - A — L \ _ io 101 c1r. N000 11'19 -E SEE SULTANAS ROAD 1 1 10 EXIST. 14" WATER STOR 1 6 Cn N 7 A F 670 RELOCATE EXIST. 73x EXIST. RNV STREET NAME SIGN 16 0 6 o cR 10 O b D e� 11LO bs N w I W [h 1N IY I t �p COUNTY OF RIVERSIDE SEAL ENGINEER TRANSPORTATION DEPARTMENT It ESSIO L Lohr + Associates Inc. APPROVED BY:�i►� Land Planning 43513 Ridge Park Drive Civil Engineering Temecula. CA 92590 4Q NO. 16526 z Surveying 3 p3 4 EXP- 6-30-05 PREPARED BY: ED A. O R.C.E. 33950 EXP. 6-304 BVI FRED W. DOERGES RECOMMENDED DATE OF CAI�f R.C.E. NO. 16526 Ph. (909) 676-6726 Fax. (909) 699-0896 DATE EXP. DATE: 6-30-05 BENCHMARK: SEE SHEET No. 1 SCALE: H: 40' V: 4' 0 T' - .. 1 600 14 15 16 SAWCUT $ EXIST. R/W JOIN Q EXIST. AIC PVMT. A li � 14 15 16 D + U G p EXIST. RNV TR. 27448-2 N �' N u; 1-- WZH- Z Q O w M 1 32' 20' 11 m fL X_ COW w U o a o X Q a. 0 c La w NOTE: CONTRACTOR SHALL CLEANEX W W w I PIPE CULVERTS PRIOR SULTANAS ROAD O COMPLETION OF CONST. WATSON ROAD COUNTY OF RIVERSIDE SEAL ENGINEER TRANSPORTATION DEPARTMENT It ESSIO L Lohr + Associates Inc. APPROVED BY:�i►� Land Planning 43513 Ridge Park Drive Civil Engineering Temecula. CA 92590 4Q NO. 16526 z Surveying 3 p3 4 EXP- 6-30-05 PREPARED BY: ED A. O R.C.E. 33950 EXP. 6-304 BVI FRED W. DOERGES RECOMMENDED DATE OF CAI�f R.C.E. NO. 16526 Ph. (909) 676-6726 Fax. (909) 699-0896 DATE EXP. DATE: 6-30-05 BENCHMARK: SEE SHEET No. 1 SCALE: H: 40' V: 4' 0 T' - .. 1 600 14 15 16 SAWCUT $ EXIST. R/W JOIN in r EXIST. AIC PVMT. � 14 15 16 EXIST. 12" WATER p EXIST. RNV 1-- WZH- Q O w M X_ w U o a o Q 0 0 c La W in V W W w NORTH 40' 0' 40' 80' 120' © T 'Q co 43 O ' 3 SCALE: 1 " = 40' ZL TRACT No.27448-1 SHEET No. COUNTY OF RIVERSIDE 2A SULTANAS ROAD STA. 6+00.00 TO STA. 15+50.00 OF 5 SHTS JN 24012 FOR: FIESTA DEVELOPMENT, INC. W,Q, COUNTY 470 E. HARRISON ST. FILE NO. CORONA, CA. 92879 (909) 898-1692 kpl C M � Q. ♦ .�-4Q'ri . 7 ,j DELTA RADIUS LENM RI W 11 12 13 14 15 16 rtf �o Ya ^ 25.130 C M � Q. ♦ .�-4Q'ri . 7 ,j K 16 !141 7/1?' L7/4rT L'0"JAIltJR A A.0- rn..Pw , f3 CUM MIT MAW EF) 04 41L_ 11 I 1 rW AF ANI Y C v lvma smor rl" u CfwrA^c Am & Alert nv esu col v left /riot dant n DELTA RADIUS LENM RI W 11 12 13 14 15 16 rtf �o 39.57 25.130 1 f4Y' • ANS i . care Tm _ 14W 41 WOO an K 16 !141 7/1?' L7/4rT L'0"JAIltJR A A.0- rn..Pw , f3 CUM MIT MAW EF) 04 41L_ 11 I 1 rW AF ANI Y C v lvma smor rl" u CfwrA^c Am & Alert nv esu col v left /riot dant n N A1s�.rrrr +Erb amr l a I I lrr draggin. aooMfew aA/ M da}s 1�w�t la Mr iwW w gy p „ DATE i1' MMNC .wig► .. carry !R � M�+�.w►�1li.�i.iM. aw ON" r+ 0Ww ftr OPP p by ENQINEEIR I�lAYpIM!< _ DESWIM W N1I -100 -- - - l L - -A c At" "A -� 1620 WPM Qt AIZ14 C a DELTA RADIUS LENM RI W 11 12 13 14 15 16 rtf �o 39.57 25.130 N A1s�.rrrr +Erb amr l a I I lrr draggin. aooMfew aA/ M da}s 1�w�t la Mr iwW w gy p „ DATE i1' MMNC .wig► .. carry !R � M�+�.w►�1li.�i.iM. aw ON" r+ 0Ww ftr OPP p by ENQINEEIR I�lAYpIM!< _ DESWIM W N1I -100 -- - - l L - -A c At" "A -� 1620 WPM Qt AIZ14 C a ZI `AIMpIfAIiE ERSE,11EifT PER filmd" 1 1 &AIA~ ix] h AV FLIE • v 0' 40' a0' 120' 160' SCALE: 1. 40• DOW DOWN AWW~NG RM L o 4 32 CU V ,vr � 7+71 ` %C [ R w At z DELTA RADIUS LENM T .r 3e.97 24.70 ZI `AIMpIfAIiE ERSE,11EifT PER filmd" 1 1 &AIA~ ix] h AV FLIE • v 0' 40' a0' 120' 160' SCALE: 1. 40• DOW DOWN AWW~NG RM L o 4 32 CU V ,vr � 7+71 ` %C [ R w At z "Aii, vt = DELTA RADIUS LENM T 89.18'48" 2'5.00 3e.97 24.70 90-41-1-2- 25.00 39.57 25.130 "Aii, vt = ICONSTrOMON Nam � v 2 . CO11STRUCT 0.2T A.C. OVER 0.1S' A. a. , CLASS II. , f SME TRAWS MWD 0 CONSTM= TYPE A-6 CURB PER STD. NO. 3W. SEE SKEET NQ Z CONSTM= CRWS GUrM PER STD. 90. XW A 2M. III�EA►/1aA 0AVrIZAITp "ir avmwT Ab Q CON51'R = SIMM I PER STD. NO. 400 A 401. i 10 CONSTM= ACCESS RAW PER STD. NO. 40. � • 12 OONS'1'RUCT FLAT OU1Z V DRAINAGE STRUCIl . Wm2. S' M MM. ND. /303. A VENIDA C! Ylm EE - ® INSTALL STREET NYE SIGN !'RN STD. 00. $16. r 110TALL STREET IJNff PSR STD. NO. 100x. INSTALL ISARRICAn m STD. NO. 810. i f s a { ��ED FQRMALppwelr� � APPROVAL �� -ko APPA DAZE SF ilo Lohr + Associates Inc TR � 27448-1 . r FESs14 ;,�_ i ti�`� o A. 0TH y _'� a-+, ? 1r almvouWy ca�o� K A. Lmd Pkmk.,1, 4n,s Odg. f ft o1. COUNTY 0� RIVERS E _ k . R.C. E Exp DATE WaL f �p� py Cho �w Tom' � '�'"° I�VE�I D A CA Y L E E DATE 4 3.3 0 * ^' �a PREPARED o1 p�AfE 2 l! .f M�'M�� rA. !M LTi-s'72i hit !M M!-OM6 1 Cw� AP1'1R. DATE s , ,✓1. 40• MARK STA. 13 * 39. 40 TO - STA. 20 * HERe. FLE o� ��.HERMAN S. SA R.c.N o SEE TITLE SHEET -•= . FOR Cl 1:. NQ EXP. 0111E w ,ef ,� i i <<- •"'�!�" _-->� `fir J m 20 21 ICONSTrOMON Nam � v 2 . CO11STRUCT 0.2T A.C. OVER 0.1S' A. a. , CLASS II. , f SME TRAWS MWD 0 CONSTM= TYPE A-6 CURB PER STD. NO. 3W. SEE SKEET NQ Z CONSTM= CRWS GUrM PER STD. 90. XW A 2M. III�EA►/1aA 0AVrIZAITp "ir avmwT Ab Q CON51'R = SIMM I PER STD. NO. 400 A 401. i 10 CONSTM= ACCESS RAW PER STD. NO. 40. � • 12 OONS'1'RUCT FLAT OU1Z V DRAINAGE STRUCIl . Wm2. S' M MM. ND. /303. A VENIDA C! Ylm EE - ® INSTALL STREET NYE SIGN !'RN STD. 00. $16. r 110TALL STREET IJNff PSR STD. NO. 100x. INSTALL ISARRICAn m STD. NO. 810. i f s a { ��ED FQRMALppwelr� � APPROVAL �� -ko APPA DAZE SF ilo Lohr + Associates Inc TR � 27448-1 . r FESs14 ;,�_ i ti�`� o A. 0TH y _'� a-+, ? 1r almvouWy ca�o� K A. Lmd Pkmk.,1, 4n,s Odg. f ft o1. COUNTY 0� RIVERS E _ k . R.C. E Exp DATE WaL f �p� py Cho �w Tom' � '�'"° I�VE�I D A CA Y L E E DATE 4 3.3 0 * ^' �a PREPARED o1 p�AfE 2 l! .f M�'M�� rA. !M LTi-s'72i hit !M M!-OM6 1 Cw� AP1'1R. DATE s , ,✓1. 40• MARK STA. 13 * 39. 40 TO - STA. 20 * HERe. FLE o� ��.HERMAN S. SA R.c.N o SEE TITLE SHEET -•= . FOR Cl 1:. NQ EXP. 0111E w ,ef ,� i i <<- •"'�!�" _-->� `fir J I 1600 m W -MP AF VLi"' C ME ti B I � Q N �fX1�T•QMW4F it OF Si "T f A► ice/ 4 e� sir "I ow Ifo' ISO' 1600 m t at e 1� I4 ts W EXIST. E.P. P14�0F/E wa+' P1 W i Id ti ogo-„ +2.33•• r MWI HORT I 4v VERT: 1 12 13 •tete 1 t�-x P1 1611.11 '� EYIST• t E!l71 lu W AF NRY c•cm FAir s SIT &WM&V1420 4t AC ?I 41ZI • ! . %a 4 dpi• FINISH MIAM f LL. E.P. PRtOF�TE � 39.37 v 4{ + P! �; iK � °` `— ♦ �� kn 414 W + g Ktx1 1a10Xt V v T leI� ,+Z'lfl1L I r#P OF FT V. 6" cuRB AVE P R l LE 'inHOFdZ-40 1610 VERT- I's 4' 10 I t 12 t3 �Iloft M W F N � I i 6 'I �'ar a�' m' I � t • '�►�k� �� I I ��li t�4. S6 ' ' I msBr.�.R W LLL i- 1 I i Ensz c•wc. ort - _I5 14 A Lrlie ow. i 1 IA C. AWE 14. / "' `��I1► ZIV I 4 l5 I1 2r tr C. •y �. r• ...Y:. gal d r! vEwrA4 cgY[.14 EE b VEN/DA CA YL EE SEE SKEET Ma ; C_ SEE SNEET NO. 5 _ CLEMENTE AVENUE Ili OAMEAM =_ ���E �ti AY£N C O _ � oases � � �. iii. � a ra. - i - M awdW�r�rtiF��raw�� Soo" - �� *►r�1 _ A�liM� aw��raAan r wararwM� DATE DWI - gap—i+i� awi/awe s* /IM" far fiord it ♦ ' -1 Ap O .�.. SeALE: 1"=,W' b f SEAL � Ap BY DATE 9aim iroio FOR TR . ' 2 7 4 4 S 1, � , Lohr+ Associates Inc A. ° °°� smsimpmw'COUNTY 0 R I- V E &I DDE t v I i , IML NatM ° �. oz "m ss.� - ar t.v... m. a � C ME NTE JA V EN # ik ♦3"o * 1 �E � DATE ? ?� - - ' ft ON pw m M! -MK STA. � OEi. • � ; - DAN �'� / - . AV N fQ A' CONT A"K DATE rv1 t 4w I TLE SHEET - sTA.' 1 i + � W s'% "k !! • 001J�fI1Y t .. N 11YAN 3. _ r - 1 -- - _ -Ak- _ 3 _ y Mil r 1 _ZZ 1-11 "I ow Ifo' ISO' 1C f -! : iti CORTOLL 1.M _ . _ 4 *4153 F Avo I 13 IAV voum t at e 1� I4 ts W EXIST. E.P. P14�0F/E wa+' P1 W i Id ti ogo-„ +2.33•• r MWI HORT I 4v VERT: 1 12 13 •tete 1 t�-x P1 1611.11 '� EYIST• t E!l71 lu W AF NRY c•cm FAir s SIT &WM&V1420 4t AC ?I 41ZI • ! . %a 4 dpi• FINISH MIAM f LL. E.P. PRtOF�TE � 39.37 v 4{ + P! �; iK � °` `— ♦ �� kn 414 W + g Ktx1 1a10Xt V v T leI� ,+Z'lfl1L I r#P OF FT V. 6" cuRB AVE P R l LE 'inHOFdZ-40 1610 VERT- I's 4' 10 I t 12 t3 �Iloft M W F N � I i 6 'I �'ar a�' m' I � t • '�►�k� �� I I ��li t�4. S6 ' ' I msBr.�.R W LLL i- 1 I i Ensz c•wc. ort - _I5 14 A Lrlie ow. i 1 IA C. AWE 14. / "' `��I1► ZIV I 4 l5 I1 2r tr C. •y �. r• ...Y:. gal d r! vEwrA4 cgY[.14 EE b VEN/DA CA YL EE SEE SKEET Ma ; C_ SEE SNEET NO. 5 _ CLEMENTE AVENUE Ili OAMEAM =_ ���E �ti AY£N C O _ � oases � � �. iii. � a ra. - i - M awdW�r�rtiF��raw�� Soo" - �� *►r�1 _ A�liM� aw��raAan r wararwM� DATE DWI - gap—i+i� awi/awe s* /IM" far fiord it ♦ ' -1 Ap O .�.. SeALE: 1"=,W' b f SEAL � Ap BY DATE 9aim iroio FOR TR . ' 2 7 4 4 S 1, � , Lohr+ Associates Inc A. ° °°� smsimpmw'COUNTY 0 R I- V E &I DDE t v I i , IML NatM ° �. oz "m ss.� - ar t.v... m. a � C ME NTE JA V EN # ik ♦3"o * 1 �E � DATE ? ?� - - ' ft ON pw m M! -MK STA. � OEi. • � ; - DAN �'� / - . AV N fQ A' CONT A"K DATE rv1 t 4w I TLE SHEET - sTA.' 1 i + � W s'% "k !! • 001J�fI1Y t .. N 11YAN 3. _ r - 1 -- - _ -Ak- _ 3 _ y Mil r 14 0, WOW Alet s rid So u 1w, Csft TOLL FREE 1- o 422"033 DAVG 'nNISM SURFAICE ! # O!F STREET 1 At l �4 IW=40 0 1 2 3 4 5 i 2 t v \j v �Z o L WrA } W vl Z ftQ T jar rExIST. 14' f�=d 4 EIIfT. i1.C. PY►1!'T. V h 44 MST eik 33' 33' 1.5. l6 17 m 11 ALI CAIS TE DRI JE awr a*mv Marr Ib ftmoons* Mr omm"m Io accuracy r d me ~ AMwa in No saw s1 his am** a11w DATE BY MARK or Mill -Aiff /�M� �� aM� /r +�or�sibN aooy+rlr � anf w� 00 /Uaf for 4*mv ! by ENGINEER DESIGN oy W DR M1 iK SULTANAS ROAD s 4000TWX T Iox Noce: 7 AR ^400W �R+MIMM► Iw F7 s F� 1 i i— !T in 21 n is 1• 10 9 s 7 6 s 4 s 2 1 V IDA C oe 13 14 13 1• 17 11 12 13 14 15 16 17 1• to UP 21 . . .... 21 "'1 4 12 11 !0 s • 7 1 2 3 4 3 7 • • 1• 04 AVENIDA R ass i+t 1 2 3 4 3 6 21 20 19 aal 17 16 t 14 s rid So u 1w, Csft TOLL FREE 1- o 422"033 DAVG 'nNISM SURFAICE ! # O!F STREET 1 At l �4 IW=40 0 1 2 3 4 5 i 2 t v \j v �Z o L WrA } W vl Z ftQ T jar rExIST. 14' f�=d 4 EIIfT. i1.C. PY►1!'T. V h 44 MST eik 33' 33' 1.5. l6 17 m 11 ALI CAIS TE DRI JE awr a*mv Marr Ib ftmoons* Mr omm"m Io accuracy r d me ~ AMwa in No saw s1 his am** a11w DATE BY MARK or Mill -Aiff /�M� �� aM� /r +�or�sibN aooy+rlr � anf w� 00 /Uaf for 4*mv ! by ENGINEER DESIGN oy W DR M1 iK SULTANAS ROAD s 4000TWX T Iox Noce: 7 AR ^400W �R+MIMM► Iw F7 s F� 1 i i— !T in 21 n is 1• 10 9 s 7 6 s 4 s 2 1 V IDA C oe 13 14 13 1• 17 11 12 13 14 15 16 17 1• to UP 21 . . .... 21 "'1 4 12 11 !0 s • 7 1 2 3 4 3 7 • • 1• 04 AVENIDA R ass i+t 1 2 3 4 3 6 21 20 19 18 17 16 0 14 13 WrE : CON"AC TO R JW ft L CL 0V y EX Pipe CuLVAAW7i Peloot TO COMFC.ET/40V OF t,3ofW7jm QCT/GN. Oc0lw37itwCT p.1S A.C- 01'�R I.Of' A5, CLASS j/. rwsTP« Tri p-1 Doo lwEAToir PWC t -L TiMN3 3TD- 14ECOMMENMD FOR SEAL couMn SEAL. AR VED DATE �" APPROVAL 0�. F T W", IMViEIIl M COUNTY CALIFORNIA 4. v LEO A. THMAN CIDrQ R.C.E. NQ 33260 EXP. DATE 6/3 ZN Y DATE °G No. 33950-71PD DATE 1 t:zlof APrR DATE CHECKED BY EXP. 6-30- /� •101• GO�NrITY A' CI V t�- J CIF HERMAN S. MOVAGIMYAN GHINC1oED By R.C.E. NQ2W7111 Ew. IDATE 9 111= 401 TE1''t"ARY DRAINAGE RAMP EXHIBIT H.T.S. Loh + Associates Inc w %me"% rr TRACT NO. 27448-1 NHEETNO. COUNTY OF RIVERSIDE 5 SULTANAS ROAD OFJ1579HTSL STA. O+ 00.00 TO STA. 6 + 00. 00 FILE SEE Tine- SME.ET FOR wQ t TRACT NO. 27448-1 NHEETNO. COUNTY OF RIVERSIDE 5 SULTANAS ROAD OFJ1579HTSL STA. O+ 00.00 TO STA. 6 + 00. 00 FILE SEE Tine- SME.ET FOR wQ