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931j_sppLEGEND AND ABBREVIATIONS TRACT BOUNDARY — — CURB & GUTTER -- — -- SAWCUT AND REl.IOVE _. 60,256 SF GRIND & OVERLAY - PROPOSED PAVING CENTERLINE CL FINISHED SURFACE FS TOP OF CURB TC FLOW LINE FL ASPHALT CONCRETE AC AGGREGATE BASE AB BEGIN CURB RETURN BCR END C. RB RETURN ECR BEGIN VERTICAL CURVE BVC END VERTICAL CURVE._ __. _ .. EVC BROW CURVE .... _.... ..........._ RC END CURVE ..... _.. EC POINT OF REVERSING CURVES _ .._ PRC POINT OF COMPOUND CURVES _ _. PCC STREET TREE 1 LS STREET LIGHT CONSTRUCTION NOTES AND QUANTITY ESTIMATE: IN THE COUNTY OF RIVERSIDE CFD STREET IMPROVEMENT PLANS TRACT 29320, CFD 2001-01, SYCAMORE CREEK MS 3824 PROJECT BOUNDARY Q1 CONSTRUCT CURB AND GLITTER PER REV CO STO 200 TYPE A-6 -._. 20,348 LF 2O CONSTRUCT CROSS GUTTER AND SPANDREL PER RIV CO STD 209 _..._ _ 3,636 SF Q3 CONSTRUCT MEANDERING SIDEWALK PER REV CO STO 404 _ _. 60,256 SF CONSTRUCT CURB RAMP PER REV CO STD 403 CASE A _ 4 EA 'D CONSTRUCT PAVEMENT 1700.850 SFI - 0.33' AC .._16,653 TON - 0.50' AB CLASS II 12,979 CY © INSTALL STREET NAME SIGN PER REV CO STD BIG _. _.. 6 EA ( CONSTRUCT 6" AC DIKE PER RIV CO STD 212 6,574 LF Q SAWCUT AND REMOVE EXISTING PAVEMENT 2' FROM EDGE (SEE DETAIL ON SHEET 2)_... 2B4 SF 0 GRIND AND OVERLAi MIN 0.10' DEEP) AT 2% MIN 2' WIDE (SEE DEATIL ON SHEET 2). 284 SF 10 INSTALL TYPE "F" DELINEATORS SPACED AT 25' 47 EA 11 CONSTRUCT G" TYPE D CURB PER REV CO SIG 204 (SEE DETAIL ON SHT 2) 163 LF 12 CONSTRUCT FLAT OUTLET DRAINAGE STRUCTURE PER REV CO STD 303 2 EA 13 CONSTRUCT CONCRETE ORIVEWAY APPROACH PER REV CO STD 207 120 SI' APPLY ASPHALT EMULSION PER REV CO SPECIFICATIONS 26 TON CONSTRUCT UTILITY TRENCH (ONE STREET SIDE ONLY) 15:008 LF STREET LIGHTS TO BE INSTALL PER MS 3824 STREET LIGHT PLANS 38 EA STREET TREES TO RE PLANTED PER M5 3824 LANDSCAPE PLANS 165 EA TRAFFIC SIGNAL PER MS 3824 TRAFFIC SIGNAL PLANS 1 LS LANSCAPING AND IRRIGATION PER MS 3824 LANDSCAPE PLANS 1 LS \ SCALE: 1' = 600' 600 0 600 1200 1800 INDEX MAP PROJECT BOUNDARY TOWNSHIP 5S, RANGE 6W SETION 1,2,11,12,13 OF SBBM PROJECT BOUNDARY WORK TO BE .DONE - _— THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, THE CURRENT RIVERSIDE COUNTY STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION" 1"GREEN BOOK"). 1997 EDITION. PUBLISHED BY BUILDING NEWS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFTEY OF ALL PERSONS AND PROPERTY.THAT THIS REOUIREMENT SHALL APPLY CONTINUOUSLY ANO` NOT BE LIMITED TO NORMAL WORK HOURS, ANTI THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE DINNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR IS REOUIRED TO TAKE ALL PRECAUTuNARYMEASURES TO PROTECT THE UTILITIES AND ANY OTHERr LINES OR STRUCTURES NOT HOW14 ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. THE CONTRACTOR SHALL VERIFY THE LOCATIDN,DWENSION AND CONDITION Or ALL UTILITIES AND SHALL REPORT ANY DISCREPANCIES TO THE CIVIL ENGINEER PRIG? TC THE PRIVATE ENGINEER'S NOTE TO CONTRACTOR ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES AR - PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE OCCUPATIONAL SAFETY PND HEALTH REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS. THE CIVIL ENGINEER SHALLNOT BE RESPONSIBLE IN ANY WAY FOR THE CON-,RACTORS AND SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOP. JOB -SITE CONDITIONS DURINC THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LEABIL ITY FEES NG FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON 'HESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION DF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSELOCATIONS ARE NOT SHOWN. THE CGNTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION CGMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON. AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. NOTE THE DESIGN AND CONSTRUCTABILITY OF THE PROJECT AS WELL AS THE ACCURACY OF FIGURES. ARE THE RESPONSIBILITY OF THE DESIGN ENGINEER. PLAN CHECK SERVICES BY REV CO WELL BE LIMITED TO THE ADHERENCE OF THE DISTRICT'S STANDARDS, MATERIALS, QUANTITIES PIEDSIZE OF FACfLiT1ES, AS THEY RELATE TO THE SERVICE DEMANDS OR THE APPROVED MASTER, PLAN. BASIS OF BEARING - BASIS OF BEARING IS BASED ON THE CALIFORNIA COORDINATE SYSTEM NAD 83. BENCHMARK - BM. 57-C-82 STD BRASS DISK IN CONCRETE FLUSH, STAMPED 'C S.F.R. 569+08.51 B.C. ELEV. 1175.05 DATUM: SEA LEVEL OF 1929 AND THE SUPPLEMENTAL USC&GS ADJUSTMENT OF 1934 REFERENCE: 261767 DEVELOPER/OWNER S.C.D.C. L.L.C. 27740 JEFFERSON AVE., SUITE 200 TEMECULA,CA.92590 PHONE: (9091676-6664 EXT. 391 ENGINEER OF WORK RICK ENGINEERING COMPANY 1223 UNIVERSITY AVE. SUITE 240 RIVERSIDE. CA. 92507 1909) 782-0707 CONTACT-. ROBERT A. STOCKTON ------------------------- SHEET _____—_ --____SHEET INDEX: DESCRIPTION; NOTE` RE5PUN9l5LE FOR RCV1610MA I pOFESS(° 1 TITLE SHEET WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE p°e N4l,CANTY EN61NEERING 6R0U/? INC. I UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT p to INDEX MAP HAS BEEN ISSUED. �� 20/O IOWA AVE. 5[JITE l/o A _ 5_U.1_LT P 1 THOMAS S. LOVE y — 2 NOTES. SECTIONS 8 DETAILS CAUTION= RIUEBI�E. A. 92550 951 G83 S23¢ EC I na r:,o993 m COBHEGTIONS WO-cC�r o f 3 SECTIONS 8 DETAILS THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE s pR EAARED UNDER TNESUA£RVL5/ON OF: RCE. Na SD993 0 0 FOR ASSURING THE ACCURACY OF THE DESIGN AND NCIES ACCEPTABILITY EXACT LOCATION OF EXISTING * 5 * EYR OATG 9-3a-05 SIGNATURE. --I 4-11 PLAN AND PROFILE CAMPBELL RANCH ROAD OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE UNDERGROUND FACILITIES IS J} flvn. ,� L4.+a. /(o (9s 12 PLAN AND PROFILE INDIAN TRUCK TRAIL ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNOWN. CONTRACTOR TO STB or cnuF°�� THOMAS S. LOVE /DATE 5 S Z� .i Tv 2'1rs� -s,-? J 13-19 PLAN AND PROFILE MAYHEW CANYON ROAD SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. VERIFY IN FIELD. SEAL COUNTY Of RIVERSIDE SEAL BENCH MARK, A-5 P SHEET NO. DIG ALERT eµDF ssl TRAN$PDRTATION DEPARTMENT eg0FESSIE" RICK ENGINEFIUNG COMPANY COUNTY OF RIVERSIDE 7-8-04 DZ AS 3UlLT 5lDEWACK r 7 /s `"`02 !�, CFD STREET IMPROVEMENT PLANS I a A. ar. �� APPROVED BY, q A• sr x�..:ma:: nr,Aa:: r),:.:m, l! 7R2 b ' a ulFirna?e 5¢ttloH an Cs+rn nbe t RnneL i,7M1 5 i� y la. Da:r,: n:,,:," _ o CALL Q '1• ALICIQd YMrtY�YR•n '[�nA 1 Awn M �. No.0033950 NP- C033591 rzxzud,::aa,n....u".zao•N.:")A.:,u�sxsm..i,za)vosnn:.orur•FAAl'+irnaorn,...mm:L.ge..::� SEE ABOVE TRACT NO 29320, CFO 2001-�1 SYCAMORE CREEK BEFORE Exp. 6-30-06 .7~.P -y Exp.6-30-06 You D1f' DATE BY MARK APPR. DATE {X ^Lr H D A. LM N DATE, PREP ED UNDER THE DIRECTION OF I I-800-227-2600 ENGINEER REVISIONS COUNTY J? CIVIC c cIVIV c TITLE SHEET OF 20 SHTS UNDERGROUND SERVICE ALERT 9'aF CAUFo�� VY q 1 �? '9lF�CA1IpOR� ROBERT A. TOCKTON DATES-O� SCALE: SEE ABOVE FOR: IW - O- !=RE N0. Q Callat least 2 working days prior to exaarottng. DESIGNED BY: R.C.O. DRAWN BY: S.S. CHECKED BY: R..A.S. RECOMMENDED BY, BOYLE ENGINEERING DATl, R.C.E. NO. C033591 EXP. DATE 6-30-06 H: Va /� �� DATr: I -JUN -2003 J.N. 13096 COUNTY OF 15 'ctevruv _ OCAND'HELL RICH ROAD) L ICA�,M RAARE. OWI lI- 4(Nq A no. b FJ MUCKI I MAIL NI aARm ary NPT OPR4w®a ae SCALE VICINITY MAP TOWNSHIP 5S, RANGE 6W SETION 1,2,11,12,13 OF SBBM PROJECT BOUNDARY WORK TO BE .DONE - _— THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, THE CURRENT RIVERSIDE COUNTY STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION" 1"GREEN BOOK"). 1997 EDITION. PUBLISHED BY BUILDING NEWS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFTEY OF ALL PERSONS AND PROPERTY.THAT THIS REOUIREMENT SHALL APPLY CONTINUOUSLY ANO` NOT BE LIMITED TO NORMAL WORK HOURS, ANTI THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE DINNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR IS REOUIRED TO TAKE ALL PRECAUTuNARYMEASURES TO PROTECT THE UTILITIES AND ANY OTHERr LINES OR STRUCTURES NOT HOW14 ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. THE CONTRACTOR SHALL VERIFY THE LOCATIDN,DWENSION AND CONDITION Or ALL UTILITIES AND SHALL REPORT ANY DISCREPANCIES TO THE CIVIL ENGINEER PRIG? TC THE PRIVATE ENGINEER'S NOTE TO CONTRACTOR ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES AR - PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE OCCUPATIONAL SAFETY PND HEALTH REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS. THE CIVIL ENGINEER SHALLNOT BE RESPONSIBLE IN ANY WAY FOR THE CON-,RACTORS AND SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOP. JOB -SITE CONDITIONS DURINC THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LEABIL ITY FEES NG FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON 'HESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION DF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSELOCATIONS ARE NOT SHOWN. THE CGNTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION CGMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON. AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. NOTE THE DESIGN AND CONSTRUCTABILITY OF THE PROJECT AS WELL AS THE ACCURACY OF FIGURES. ARE THE RESPONSIBILITY OF THE DESIGN ENGINEER. PLAN CHECK SERVICES BY REV CO WELL BE LIMITED TO THE ADHERENCE OF THE DISTRICT'S STANDARDS, MATERIALS, QUANTITIES PIEDSIZE OF FACfLiT1ES, AS THEY RELATE TO THE SERVICE DEMANDS OR THE APPROVED MASTER, PLAN. BASIS OF BEARING - BASIS OF BEARING IS BASED ON THE CALIFORNIA COORDINATE SYSTEM NAD 83. BENCHMARK - BM. 57-C-82 STD BRASS DISK IN CONCRETE FLUSH, STAMPED 'C S.F.R. 569+08.51 B.C. ELEV. 1175.05 DATUM: SEA LEVEL OF 1929 AND THE SUPPLEMENTAL USC&GS ADJUSTMENT OF 1934 REFERENCE: 261767 DEVELOPER/OWNER S.C.D.C. L.L.C. 27740 JEFFERSON AVE., SUITE 200 TEMECULA,CA.92590 PHONE: (9091676-6664 EXT. 391 ENGINEER OF WORK RICK ENGINEERING COMPANY 1223 UNIVERSITY AVE. SUITE 240 RIVERSIDE. CA. 92507 1909) 782-0707 CONTACT-. ROBERT A. STOCKTON ------------------------- SHEET _____—_ --____SHEET INDEX: DESCRIPTION; NOTE` RE5PUN9l5LE FOR RCV1610MA I pOFESS(° 1 TITLE SHEET WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE p°e N4l,CANTY EN61NEERING 6R0U/? INC. I UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT p to INDEX MAP HAS BEEN ISSUED. �� 20/O IOWA AVE. 5[JITE l/o A _ 5_U.1_LT P 1 THOMAS S. LOVE y — 2 NOTES. SECTIONS 8 DETAILS CAUTION= RIUEBI�E. A. 92550 951 G83 S23¢ EC I na r:,o993 m COBHEGTIONS WO-cC�r o f 3 SECTIONS 8 DETAILS THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE s pR EAARED UNDER TNESUA£RVL5/ON OF: RCE. Na SD993 0 0 FOR ASSURING THE ACCURACY OF THE DESIGN AND NCIES ACCEPTABILITY EXACT LOCATION OF EXISTING * 5 * EYR OATG 9-3a-05 SIGNATURE. --I 4-11 PLAN AND PROFILE CAMPBELL RANCH ROAD OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE UNDERGROUND FACILITIES IS J} flvn. ,� L4.+a. /(o (9s 12 PLAN AND PROFILE INDIAN TRUCK TRAIL ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNOWN. CONTRACTOR TO STB or cnuF°�� THOMAS S. LOVE /DATE 5 S Z� .i Tv 2'1rs� -s,-? J 13-19 PLAN AND PROFILE MAYHEW CANYON ROAD SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. VERIFY IN FIELD. SEAL COUNTY Of RIVERSIDE SEAL BENCH MARK, A-5 P SHEET NO. DIG ALERT eµDF ssl TRAN$PDRTATION DEPARTMENT eg0FESSIE" RICK ENGINEFIUNG COMPANY COUNTY OF RIVERSIDE 7-8-04 DZ AS 3UlLT 5lDEWACK r 7 /s `"`02 !�, CFD STREET IMPROVEMENT PLANS I a A. ar. �� APPROVED BY, q A• sr x�..:ma:: nr,Aa:: r),:.:m, l! 7R2 b ' a ulFirna?e 5¢ttloH an Cs+rn nbe t RnneL i,7M1 5 i� y la. Da:r,: n:,,:," _ o CALL Q '1• ALICIQd YMrtY�YR•n '[�nA 1 Awn M �. No.0033950 NP- C033591 rzxzud,::aa,n....u".zao•N.:")A.:,u�sxsm..i,za)vosnn:.orur•FAAl'+irnaorn,...mm:L.ge..::� SEE ABOVE TRACT NO 29320, CFO 2001-�1 SYCAMORE CREEK BEFORE Exp. 6-30-06 .7~.P -y Exp.6-30-06 You D1f' DATE BY MARK APPR. DATE {X ^Lr H D A. LM N DATE, PREP ED UNDER THE DIRECTION OF I I-800-227-2600 ENGINEER REVISIONS COUNTY J? CIVIC c cIVIV c TITLE SHEET OF 20 SHTS UNDERGROUND SERVICE ALERT 9'aF CAUFo�� VY q 1 �? '9lF�CA1IpOR� ROBERT A. TOCKTON DATES-O� SCALE: SEE ABOVE FOR: IW - O- !=RE N0. Q Callat least 2 working days prior to exaarottng. DESIGNED BY: R.C.O. DRAWN BY: S.S. CHECKED BY: R..A.S. RECOMMENDED BY, BOYLE ENGINEERING DATl, R.C.E. NO. C033591 EXP. DATE 6-30-06 H: Va /� �� DATr: I -JUN -2003 J.N. 13096 i'A. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. Q THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE CAUTION- Rr FOR ASSURING THE ACCURACY OF THE DESIGN AND ACCEPTABILITY EXACT LOCATION OF EXISTING - OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING UNDERGROUND FACILITIES IS AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNOWN. CONTRACTOR TO �.o.v r..•�.Ff SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. VERIFY IN FIELD.' DIG ALERT SEAL E591 COUNTY OF RIVERSIDE SEAL oFEssi RICK ENGINURING COMPANY BENCH MARK: SHEET N0. � TRANSPORTATION (DEPARTMENT � gw� 1�1 COUNTY OF RIVERSIDE A. °rye 1APPROVED BY, < p• STo �A CFD STREET IMPROVEMENT PLANS 1A CALL �G FP Ny.m,F en•w a TRACT NO 29320. CFD 2001-01 V No. p / No. C0335 p a•�^r.< y= II,�m;n F 1m 1, ,,•m:.^ ,,,m SEE SHEET I SYCAMORE CREEK BEFORE Exp. 6-30-06 / Exp.6-30-06 YOU n1U! DATE BY MARK APPR. DATE {x x} HA A. 0 DATE: PREPARED UNDER THE DIRECTION OF: INDEX MAP 1-800-227-2600 ENGINEER REVISIONS COUNTY sr clvl� a• crvl� r -- !0-\9-03 OF 2� SHITS e UNDERGROUND SERVICE ALER'i 4�op cpC:f�•� 4jF OF cnuFo�� RO ERT A. STOCKTON DATE: SCALE: DESIGNED BY: R.C.O. DRAWN BY: S.S. CHECKED BY: R.A.S. -b 7 Z D3 SEE ABOVE FOR: W.O. FILE N0. 93 Callat least 2 working days Drlor to excavating. RECOMMENDED BY: BOYLE ENGINEERING DATE R.C.E. N0. C03359I EXP. DATE s-30-06 H: V: 0 ,a_uavh\�f ...... A'n GATE: 20 -JUN -2003 J.N. 1349 GENERAL NOTES 1. It shall be thee pans i bility of the developer/owner or contractor to apply to the Riverside County Transportation Department. Permit Section, for an Encroachment Permit for all work performed within public right-of-way. dedicated and accepted for public use: and to b© responsible for satisfactory compliance for all current environmental regula+ions during the life of construction activities for this project. Additional studies and/or permits may be required. 2. The contractor shall be responsible for the clearing of the proposed work area, and relocation costs of all existing utilities. Permittee must inform County of construction schedule at least 48 hours prior to beginning of construction. Phone: (909) 955-6885 3. The developer will install street name signs conforming to County Standard No. 816. 4. All work shall conform to the requirements of the Riverside County Transportation Department Improvement Standards and Specifications, latest edition, County Ordinance No. 461 and subsequent amendments. 5. It shall be the responsibility of the developer to notify the engineer to install street centerline monuments as required by Riverside County Ordinance No. 461. 6. All underground facilities., with laterals, shall be in place prior to paving the street, inc, uding. but not limited to, the following: sewer, water, electric, gas, storm drains. 7. Curb depressions and driveway approaches will be installed and constructed according to County Standard No. 206 and/or No. 207, as directed In the field. I. It shall be the responslbllity of the developer or contractor to apply to the California Department of Transportation ICaII-ans) for an Encroachment Permit for ail work performed within the State right-of-way. 9. It 6holl be the respansibi l lty of the contractor or developer to install and maintain all construction. regulatory, guide and warning signs within the pr0j ect Ilmits and Its surroundings to provide safe passage for the traveling public and workers until the final completion and acceptance of the project by the County. 10. All street sections are tentative. Additional soli tests shall be taken after rough grading to determine the exact street section requirements. Use Standard No. 401 if expansive soils are encountered. 11. Asphaltic Emulslon (Fog Seal) shall be applied not less than fourteen days following p l aoement of the asphalt surfacing. Fog Seal and Paint Binder shall be applied at a rate of 0.05 and 0.03 gallon per square yard respect lively. Asphaltic amulsion shall conform to Section 37, 39 and 94 of the State Standard Speclficatlons. 12. Prime coat Is required prior to paving on all grades In excess of ten percent. 13. Install street trees in accordance with Ordinance No. 460 and 499 - Albizla Julibrlssin (Silk Tree), Pinus Eidarica (Mandell Pins) & Quercus Agrlfol is (Live Oak). 14. Street lights shall be installed in accordance with the approved street lighting plan. 15. As determined by the Transportation Director, the developer is responsible as a minimum for road Improvement, to centerline, and may be required to reconstruct existing pavement, t ncluding base. and matching overlay required +o meet the structural standards for the current assigned traffic Index. 16. Only landscaping conslstin9 of rlrass and parkway trees may be Installed within parkways on local residential streets without seporate landecape plans. All other types of I,ntlacap i ng In these areas. and all landscopping on all other streets, shall require separate landscape pplans. Ali IandroapIn" enoroaohments shall conform to Riverside County Standards Ra)ating to the Adminl strati an of Lnndeaape Encroachments" dated Juno 1990. ri a e drainage aal s s those plans aro for Information only. B si nln 17 Any p m t (nope f Iitro hewn an th pl n f y y g p o es s 1 (led or these Improvement verbs, no review 0r approval of those private fool t1 I np Intended by the Riverside County Transportation Department. 18, Construction projects disturbingg more than five acres must obtain a National Pollutant Discharge Elimination System IN DES) permit. Owners/developers are required to file a Notice of Intent (NOT) with the State Water Resources Control Board ISWRCB), prepare a Storm Water Pollution Prevention Plan (SWPPP) and Monitoring Pian for the alto. 19. The developer shall be respone l b I a for the Instal l at l on of add; t onaI signs and markings not included In the signingg and striping plan within the project areas, or on roadways adjacent to the project boundarlas, upon the request of the Dlrea or of Transportation or his designee to Improvo traffic safety on the roads under the iurisdlctl on of the dovoloper. 20. Existing storm drain pipes / culverts (whether to be connected to, extended, adjusted, drained to. or just In the project vicinity) mast be repaired. and / or cleaned to make them functional and acceptable as directed by the transportation department. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL. AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. RESPONSIBLE I lUN= ING THESE PLANS IS RESPONSIBLE GF THE DESIGN AND ACCEPTABILITY EXACT' LOCATION OF EXISTING EVENT of DISCREPANCIES PRIVATE UNDERGROUND FACILITIES IS ,nl 1, `nROO�FTFRMIN01NG ANE ACCEPTABLE UNKNOWN. CONTRACTOR TO DIG ALERT (9 CALL 13ENDRE YOU mCi UNDERG40UND SERVICE ALERT DESIGNED BY: R.C.O. DRAWN 8Y: S.S. CHECKED BY: R.A.S. Callat bast 2 working days prior to excavating. GAd.13496\CFD_street-lm,p\496str02.don R/W R/W 130' 112' 12' 14' 12' 12' 12' 12' 4' tA' 12' 14' 12' Jy\�� 2.0% 9A2.I :-.-,. {� T1 Pl �tl'a:uRfl _. �•--- .... -. 4, SIDEWALK-- �(L�.p VARIES 0' TO 20' VARIES 20' TO 40' FUTURE 1 \ Fh40 Lit // 0,33' AC ON FUTURE 0.50' AB CLASS II .-�.� 4 SIDEWALK 2°W;DF UIlI.ITY FUTURE 6'CUR8 FUTURE 6'CURB ISLAND TYPE A-6 FUTURE &I CURB TYPE A-6 AIL (MEDIAN ISLAND DETAIL INDIAN TRUCK TRAIL NTS NTS T1=7.5, R-10 6+75.32 TO 9t33.% SPECIFIC PLAN ROADWAY SECTION C -,C'' R/W nk Riw 50' 1041) 0i)' 01 t 1 ANP ',0 Iii h 12' 1A'1 12' 12' - 12'�111Nx,1111 I X111 A Wil', &1 IIc,iJ t1I141115 0111112W1 ,1 NWIN ll> .y VARIES 0' TO 11'- FUTURE: ,� ',AWit11 ik3l,ti .j lit. 4 40' + 4" SIRF.WALK KI11 ��+ -''Atli Ave N1 I ROM . i� FAVI Mt N I - / 7., 1�tIl, I/Alt 6IDEWALK— .,,FUTURE 6'CURB 0.33' AC ON-�' I TRtNC9a '1 Aj" 1 AO '10INTYPE A-6 0.50'AB CLASS 11 - FUi Rl'.I tP CURB IS6AND-fUTURY e'ti.WRB TYPE A-6 GRIND & OVERLAY DETAIL INDIAN TRUCK TRAIL1', NTS 11=7.5, RS 10 9+33,86 TO 11+96.53 SPECIFIC PLAN ROADWAY SFCTION C -C ➢ , ;vtx.w,. AL COUNTY OF 73 F SEYAL ss V111111 1A11' � ��TRAN8PORICK C7�C��S 0ro�5 'A�pI� . C033591 stI, sIIt I SYCAMORE CREEK Exp. 6.30-06/ Exp. C=30'•00 -� DATEa PREPARED UNDER TUI DIR1li10N NOTE OF- _.� �. w �`md .CIV 14 •�-;�i��"' S. DETAIL AND SECTIONS m 4/A, oP`'4tF' A. STOCKtON OaTFe .. ... IttF1_.. W.+.i.. _. 'a u B 'o' .. dZ lY' CAl\Q tiifiN 9 Si i. ANYOVt RECOMMENDED BY, DOYLE ENGINEERING DAT r `'"""" , N0. ".0nit, u'A1r, ... N i;i15 +2r td�yk, R/W I R/W 20' 76' 40' SIDEWALKI 38' 38' PEREXTENDED PARKWAY EASEMENT 1P 22'_ 22' 11'� MAP 10' MEDIAN 2.0/, 2.0% ti 2' WIDE UTILITY -tet I S�'%�n��-- FUTURE 4' MEANDERING TRENCH LI SIDEWALK 0.30AC �_ GRADED ONLY 4' MEANDERING 0.75' AB CLASS II SIDEWALK G'CURB TYPE A-6 MAYHEW CANYON ROAD ENTRY ITS RIV CO STD 103A (MODIFIED) Th6.5, R=60 LEFT RIGHT 10+00•GO TO 11+OB.00 10+00.00 TO 11+08.00 71+94.39 TO 73+13.29 71+94.39 TO 73+13.29 q 20' R/W 616' R/IN 40' SIDEWALK 33' 33' EXTENDED PARKWAY EASMENT- MPER AP FINAL I 11' 22' 22' 11' l71n�44" I ti1�PQ� "IBE UTILITY FUTURE r- 'AEW/n\vG ��xC\� ` SIDEWALK MEANDERING TRENCH 0.33' AC ON GRADED ONLY 4' MEANDERING 0.50' AB CLASS 11 -_I SIDEWALK 61 CURB TYPE A-6 MAYHEW CANYON ROAD NTS RIV CO STD 103A TI -6.5, R-60 LEFT RIGHT 12+08.00 TO 23+00.00 12+08.00 TO 23+00.00 47+00.00 TO 60+90.00 47+00.00 TO 60+90.00 63+90.00 TO 66+50.00 63+90.00 TO 66+50.00 (k R/W R/W IDEWALK EASMENT \x'./4f PCR FINAL �H.-..��,._.,�� _. .,,_'_221 $ MAP Oi � I (lig i2.0%0% I ,wt,Pill111 ��IIIYWIOE. uIILIIY- I lif{N[;11 \\\ 4' MEANDERING 4' MLANDLRINO \ 0.75' AD CLASS IP 1 SIDEWALK SIDEWALK .- 6'CURB TYPE A 5-- MAYHEW CANYON ROAD N'15 RIV CO STO 103A '11=fi.fi, R=60 LEFT RIGFIT "4+00.00 TO 46100.00 "4100,00 ID 46+00,00 24 100.00 'r0 63+50.00 O1-20.00 TO 63+50.00 66+90.00 i'0 69+89.99 66+90.00 TO 69+60,92 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS HLSPONS FORASSUfl TNG 1'NE ACCURACY OF THE DESIGN AND ACCEPTA. OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES AI AFTER COUNTY APPROVAL OR DURING CONSTRUCTION. THE P ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN AC SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE DIG ALERT CALL BEFORE s• . YOU BIG DATE- _BY MAI UNDERGROUND SERVICE ALERT DESIGNED BY: R.C.O. Collat least 2 working days prior to excavating. 6,\0.0496\CFD_S+1-eei Jmpw9bstro.ia9n EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN.CONTRACTOR TO DRAWN BY: S.S. CHECKED BY: R.A.S. Rr`i) rSSI 11�s iYMlrRnis�ildSel6 R/W R/W 86, 32' 38' 10' 'II 1j?H ti 5" 2071.zz zz 2. It`!IF 6' CI1RI3 -� 0.33' AC ON J 6' CURD TYPE: A-60. w0' AB CLASS 1: - TYPE A-6 - l r- 2' WIDE UTILITY CAMPBELL RANCH ROAD TRENCH -� - NTS RIV CO STD 109 (MODIFIED) ��,.�••1 TI=7.5, R=fiO bD•FUD./�ILf:Fi IW IGHT i54'•T9.Rl TO 28+20.131 3 TO 28+20.11 (19122.49 TO 74+59.03 J� 69+22.49 TO /70+84.58 �✓ R/W R/W A6 I FiD 181 ._..{ 8' SIDEWALK EASEMNT L%TE.HO[D I'ARKWAYI 10 PER FINAL MAP ti {IV 2% L-- 6' CURB ��_ TYPE A-6 -" GRAtlk'ii (INLY0.331' AL _..._...__�.._.__._.._._.,- 0.50' AD CLASS CAMPBELL RANCH ROAD 6YPL' A•6 CUR 2'WIDE UTILITY T�LTRENCH NTS RIV CO STD 109 (MODIFIED) TI=7.5, R=60 LEFT RIGHT 28+20.11 TO 69+22,49 28+20.11 TO 69+22.49 COUNTY OF RIVERSIDE RICK ENGINmu% COMPANY �1°^a' TRANSPORTATION DEPARTMENT p mss' 4. A. arFycy APPROVED BY- No Y: No.:033960 imp^ ws 1 No. C03359 p" szzz animreny Aw...se:.znn•xmmelx,lnx xzsn>-a4zn•elmpxznmr•FAF luxxnxzmzx ..,,r.n�W,x;.,:11.11 Exp. 6-30-06 7/�A�q1 ExP.6-30-06 KHA A. OT A DATE: PREPA ED UNDER THE DIRECTION OF, I/f� ��ff civil civ 9jFpE. G1LIFOP / �� •� OF CALzV ROBERT A. STOCKTON DATE: A P!IIIT PI rn, GIGNATURE. L� MARK, SHEET NO. COUNTY OF RIVERSIDE CFD STREET IMPROVEMENT PLANS 3 TRACT NO 29320. CFD 2001-01 SEE SHEET I SYCAMORE CREEK OF 20 SHT DETAILS AND SECTIONS SEE ABOVE FOR: W.O. FILE N0. (a 3 � V:_I -� J ^% rA�FSW 4 �! Fq C ul� nop: EXIST PRIVATE EASEI 6-30-92T. NO. 242351 061r� v�o N _7 soy 90,�� RT 1085' /S. I TTEMESCAL STAL 11411.36 ......_ • `,,. r 1 �~ 5EE SSNHEEE I T ZO120 PL MANHOLE ii4 /6 q SEE 20 ¢ \ l STA Jft3Z.8f W fo'v=39'-6HE PHA AVN 2r SEE SHEET 20/20 F/0� SO PLAN 8r \ PROFILE i— EXIST PRIVATE EASEMENT PER INST. NO. 242351 6-30-92 13 � � 7 1.2:7 STA ff+43.2/ •PENdF1P CACATCH SASI 1 W 10' V•3.4' I THE PHARRI APN 290 - WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMIENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. j RESPONSIBLE CAUTION^ gccEPTADIL ITY EXACT LOCATION OF EXISTING NCIEs ARISING UNDERGROUND FACILITIES IS THE PRIVATE c AN acCEPTAeLE UNKNOWN. CONTRACTOR TO BY THE COUNTY. VERIFY IN FIELD. Nal (SING ` 74 DIG ALERT O CALLj BEFORE 9-S-LL3 T[ 1YOU DIG!DATE BYMARK 1-800-227-2600ENCINEEF; UNDERGROUND SERVICE ALERT DESIGNED BY: R.C.O. Callat least 2 working days prior io excavating. GAd-13496\CFO-Street-Imp\496str04.dyln QµOFESS,py, W m Corn No. CO33950 0y` TEMEBCAL CANYON R2 s Exp. 6-30-06 _ PR. DATE {S fiS NS COUNTY sr Club I 9TE. G DRAWN BY: S.S. CHECKED BY: R.A.S. OF \LIFOP� CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH TANGENT REMARK 0 N 24°03'38" W 94.31' vORRECTIONS NOT r /X 7165 t Dh AiONATURE: GL PROPOSED RJW LF 1055 a = R�V15 1 Ca 51'C' CONSTRUCTION NOTES '� �`'� PROPOSED'I6' DRIVEWAY FOR EXISTING 20' ACCESS 'EXIST 20' EVMWD I¢ 1NSTALL J8'RCR (CLA55 IV) EASEMENT PER Q CONSTRUCT PAVEMENT 0.33' AC ON 0.50' AR CLASS 11 ROAD PER RIV.CO.STO.206 INST.NO. 2001-191150 CONSTRUCT CATCH SAS/N PER RCT0310093fJ 5-2-01 O INSTALL STREET NAME SIGN PER RIV CO STD 816 20 ACCESS CONSTRUCTMANHOLE*C BCF, 0,67,9, VV 254 1 CAMPBELL RANCH ROAD �o ® SAWCUT AND REMOVE EXISTING PAVEMENT 2' FROM EDGE (SEE DETAIL ON SHEET 2) CL 1055 =-2, I co►ss'tRuoT ulR� rvnr z FEF RIV. e0. 6TI7. 2CO3'fyPE P. -fa COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY, =s2. RiCKENGINEERING COMPANY BENCH MARK. C ,�T- t RT 1055' !% TRACT NO 29320, CFD 2001-01 q N.. C033591 :::p,�.R,...,,..,..9.r..��4,,,,.t.,.,,,,w.lw.,�lazn�;.:,�w��yl,x.,�;��,,,,,,,,,,,,,,k,.,,�, ' P " A. SEE SHEET I f, 10 Exp. 6-30-06 `o p FO O Oe _ SYCAMORE CREEK N .ED A. M DATE. Op fo \ CAMPBELL RANCH ROAD 20 ^% rA�FSW 4 �! Fq C ul� nop: EXIST PRIVATE EASEI 6-30-92T. NO. 242351 061r� v�o N _7 soy 90,�� RT 1085' /S. I TTEMESCAL STAL 11411.36 ......_ • `,,. r 1 �~ 5EE SSNHEEE I T ZO120 PL MANHOLE ii4 /6 q SEE 20 ¢ \ l STA Jft3Z.8f W fo'v=39'-6HE PHA AVN 2r SEE SHEET 20/20 F/0� SO PLAN 8r \ PROFILE i— EXIST PRIVATE EASEMENT PER INST. NO. 242351 6-30-92 13 � � 7 1.2:7 STA ff+43.2/ •PENdF1P CACATCH SASI 1 W 10' V•3.4' I THE PHARRI APN 290 - WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMIENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. j RESPONSIBLE CAUTION^ gccEPTADIL ITY EXACT LOCATION OF EXISTING NCIEs ARISING UNDERGROUND FACILITIES IS THE PRIVATE c AN acCEPTAeLE UNKNOWN. CONTRACTOR TO BY THE COUNTY. VERIFY IN FIELD. Nal (SING ` 74 DIG ALERT O CALLj BEFORE 9-S-LL3 T[ 1YOU DIG!DATE BYMARK 1-800-227-2600ENCINEEF; UNDERGROUND SERVICE ALERT DESIGNED BY: R.C.O. Callat least 2 working days prior io excavating. GAd-13496\CFO-Street-Imp\496str04.dyln QµOFESS,py, W m Corn No. CO33950 0y` TEMEBCAL CANYON R2 s Exp. 6-30-06 _ PR. DATE {S fiS NS COUNTY sr Club I 9TE. G DRAWN BY: S.S. CHECKED BY: R.A.S. OF \LIFOP� CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH TANGENT REMARK 0 N 24°03'38" W 94.31' vORRECTIONS NOT r /X 7165 52°23'00" 1100.00' 1005.69' 541.07' ECT REOP 20 --2:1 c1 no. -SLOPE- —\ K7 2:1 SLOPE - SCALE: 1' = 40' y 40 0 40 80 120 �...�- S vORRECTIONS NOT r /X 7165 � AiONATURE: GL PROPOSED RJW B? ® 2:1 SCOP E W0.0 oU t pop- Y �®'06TKUL4 ck*0 MP PER lk1v- CO, 6iv. 40*, e -ASM AA� = R�V15 1 Ca 51'C' CONSTRUCTION NOTES '� �`'� PROPOSED'I6' DRIVEWAY FOR EXISTING 20' ACCESS 'EXIST 20' EVMWD I¢ 1NSTALL J8'RCR (CLA55 IV) EASEMENT PER Q CONSTRUCT PAVEMENT 0.33' AC ON 0.50' AR CLASS 11 ROAD PER RIV.CO.STO.206 INST.NO. 2001-191150 CONSTRUCT CATCH SAS/N PER RCT0310093fJ 5-2-01 O INSTALL STREET NAME SIGN PER RIV CO STD 816 20 ACCESS CONSTRUCTMANHOLE*C BCF, 0,67,9, VV 254 Q7 CONSTRUCT 6" AC DIKE PER RIV CO STD 212 CAMPBELL RANCH ROAD �f6 ROAD l / CONSTRUCTTRANS/T/ONSTRbeTURr&3PER ROFCO sm. 7b' 303. ® SAWCUT AND REMOVE EXISTING PAVEMENT 2' FROM EDGE (SEE DETAIL ON SHEET 2) G, INSTALL CALTRANS INLETPERCAL TRAN557T1t905 Q GRIND AND OVERLAY (MIN 0.10' DEEP) AT 27. MIN 2' WIDE ISEE DEATIL ON SHEET 2) I co►ss'tRuoT ulR� rvnr z FEF RIV. e0. 6TI7. 2CO3'fyPE P. -fa COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY, SEAL Age �S1 p• S)oFid RiCKENGINEERING COMPANY BENCH MARK. Ulu SHEET NO. COUNTY OF RIVERSIDE CFD STREET IMPROVEMEN T PLANS� ,�T- t TRACT NO 29320, CFD 2001-01 q N.. C033591 :::p,�.R,...,,..,..9.r..��4,,,,.t.,.,,,,w.lw.,�lazn�;.:,�w��yl,x.,�;��,,,,,,,,,,,,,,k,.,,�, ' P " A. SEE SHEET I Exp. 6-30-06 SYCAMORE CREEK N .ED A. M DATE. PREPARED UNDER THE DIRECTION OF, (0 -19 CAMPBELL RANCH ROAD 20 cY1� q�'Op -OS 10+00.00 TO 21+00.00 of stirs )MMENDED BY: BOYLE ENGINEERING 011 E: CAUFOP� 110 111111 A. STOCKTON DATE- SCALE, SEE ABOVE FOR: W.O. FILE N0. o ` R.C.E. N0. C033591 EXP. DATE 6-30-06 H: V: O DATE: 20 -JUN -2003 J.N. 13496 of-, '51'-a2 -.1pp F 1_+1 Y f Y Y �- N0. DELTA DR BRG. Hca �r s*. LENGTH_ � TANGENT _ REMARK 1 . 2 3 1.30 ,m 16'1'17 N84'23'5 _5 64 4'32'29.62 108A.27' -._..___._ 00' �1898.26' 706. 120.48'_ 15047 -m 4 15'4214.78 PROPOSED 20' WIDE SD ---- EASEMENT TO BE MAINTAINED BY COUNTY OF RIVERSIDE CSA 152 CENTERLINE DATA NU. DELTA OR BRG Y IiAD1US LENGTH _ _ TANGENT ® AREMARK 1 16 11 1'l 1100 00 310.79' 156.441 �2 N 87 22'05 L I?0 31 3 B-42'54" 19tl0 00' 209 00' 144 TO A 11 27'1" 19tl000' 379.89' 190.58' NOTE, WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. Q T� THE PRIVATE EN0INEER SIONINO THESE PLANS IS RESPONSIBLE ""`0 N5 RRA PROPOSED f(l�lf.)tlRE EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN. CONTRACTOR TO ION AND REVISING THE rLANo VON ArVKUVAL UT ML WUN1 T. J VtrQrT i rILLU. DIG ALERT _ kvCALL7.8.04 AS SUIL7 OZ 4 SllEW7LK YOU IlIQ DATE BY MARK 1-800-227-2600 ENGINEER REVISIONS ER(PRUUND SERVICE ALERT DESIGNEE) BY: R.C.O. DRAWN BY: S.S. ast 2 worklno days prior to excavating. SD BLANKET EASEMENT TO BE MAINTAINED BY COUNTY OF RIVERSIDE CSA 152 26 27 27 TYP CURB N0. DELTA DR BRG. RADIUS LENGTH_ � TANGENT _ REMARK 1 . 2 3 1.30 ,m 16'1'17 N84'23'5 _5 64 4'32'29.62 108A.27' -._..___._ 00' �1898.26' 706. 120.48'_ 15047 15A 16' AC DIKE � AC DIKE 75.27'AC DIKE 4 15'4214.78 1932.00' _ 529.63' 266.49' 5 16'11'17.42_ 1116.00' _ 315.31_ _ AC DIKE 6 N 87'22'04.67 100.54' _158.71' AC DIKE 7 8 9 5 86.13' 11.68 9'29'42..31 - 1862 00� 24.32' 308.57 _ 154.64' 0 ° h6° 1136.D0' 921sa' 161,14 WRlA I 16°11'11" IDb8.00' 801.79' 0100 1.1 CFS 151•B°>' tuRD 0100. 8.0 CFS j J II M DYNEIN CANYON SEE SHEET 13 0 ® CAMPBELL RANCH ROAD t , ----I T4G211 T 0 31 LT 1120 >LL o gm o OW P; + N F— '� ra w 3,:1 w= Z (� J w = L,1 CL 1120 F- Q I + RT 1120 I ! PROFILE SCALE: HORIZ: 1°=40' VERI : 1'=4' 32 CONSTRUCTION NOTES 0 CONSTRUCT CURB AND GUTTER PER RIV CO STD 200 TYPE A- 6 CONSTRUCT MEANDERING SIDEWALK PER RIV CO STD 404 O CONSTRICT PAVEMENT 0.33' AC ON 0.50' AB CLASS II Q INSTALL STREET NAME SIGN PER RIV CO STD 816 IPBELL RANCH ROAD= © CONSTRUCT 6" AC DIKE PER RIV CO STD 212 288-6_88.2,CI 10 CB INSTALL TYPE "F" DELINEATORS SPACED AT 25' W- 7' 13 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER RIV CO STD 207 V= 4.18' -��- 0100. 2.7 CFS ® CONSTRUCT �CURBRAMP RIV. COSTO. 403 CASE A. SCALE: I'= 40' 40 0 40 80 -120 _ SEAL�----� COUNTY OF RIVER8101 SEAL _ BENCH MAR �1oTEsslgy� TRANSPORTATION DEPARTMENT ppao�afifilg RICK ENGINEERING COMPAN'1' APPROVID BY, \4T A. 3Ta ^ - newarv,,.Idu,�x,x�� pm�� 1. N,.. ,, > „ x„ i3 A� r:a��. xe. au•xl.��„hm. cn,:,ura-. mx�❑xz-.rnx nnunoxxave.i..,,.,w1l,.w,..l.l � No. C033950 '� No. C03359� ' � •IAO Exp. 6-30-06 � �G/tl 'T Exp. 6-30-06 APPR. GATE hx x}. KHA A. M DATES ,� �i PREP ED UNDER THE DIRECTION OF, COUNTY CHECKED BY: R.A.S. OF m\"" ROBERT A. STOCKTON DATE, SCALE, AS -BUILT P4A'� �DCID0ECTIONS 401�. (or- CFD STREET IMPROVEMENT PLANS 5 SEE SHEET I TRACT NO 29320, CFD 2001-01 i3 SYCAMORE CREEK CAMPBELL RANCH ROAD 21+00.00 TO 32+00.00 of 20 SHTS SEE ABOVE FOR, W.O. FILE NO. 7 ?/ p; V. J 0 DATE. 20 JUN -2003 J.N. 13496 m4v ' r w 2B 137GP�LL cq a 4/ GU �,; Q�� , PaDPDs6p ,.. 2� 0100 1.1 CFS R/W EXIST 20' EVMWD--- -�\� EASEMENT PER INS% NO. 2001-191150 5-2-01 _ SEAL�----� COUNTY OF RIVER8101 SEAL _ BENCH MAR �1oTEsslgy� TRANSPORTATION DEPARTMENT ppao�afifilg RICK ENGINEERING COMPAN'1' APPROVID BY, \4T A. 3Ta ^ - newarv,,.Idu,�x,x�� pm�� 1. N,.. ,, > „ x„ i3 A� r:a��. xe. au•xl.��„hm. cn,:,ura-. mx�❑xz-.rnx nnunoxxave.i..,,.,w1l,.w,..l.l � No. C033950 '� No. C03359� ' � •IAO Exp. 6-30-06 � �G/tl 'T Exp. 6-30-06 APPR. GATE hx x}. KHA A. M DATES ,� �i PREP ED UNDER THE DIRECTION OF, COUNTY CHECKED BY: R.A.S. OF m\"" ROBERT A. STOCKTON DATE, SCALE, AS -BUILT P4A'� �DCID0ECTIONS 401�. (or- CFD STREET IMPROVEMENT PLANS 5 SEE SHEET I TRACT NO 29320, CFD 2001-01 i3 SYCAMORE CREEK CAMPBELL RANCH ROAD 21+00.00 TO 32+00.00 of 20 SHTS SEE ABOVE FOR, W.O. FILE NO. 7 ?/ p; V. J 0 DATE. 20 JUN -2003 J.N. 13496 CL 1120 w M 7 M o ff CJ r— ISa. r a oNl M^, n f; rrN �. : : ; \\ : ,, ,n. ;. :: S_D:SD'f. PROPOSED TC W 581 NT Z. .33 EXIST0'.0 \. GROUND -W CL RT 1120 9 Ln 7 ?o UJ VrN s. NO. DELTA OR BRG. RADIUS LENGTH— SO BLANKET EASEMENT TO — 19°32'59" 1900.00' 648. ^c 9' 327.33' __�.--- BE MAINTAINED BY COUNTY CURB DATA 37+22.98 CL CB OF RIVERSIDE CSA 152 N0. DELTA OR BRG. RADIUS ' LENGTH - - TANGENT REMARK —_�_-- — f 24.4'1 —4-7—FL— = W= 7' { 332.84' -- —�--- N 52°54'41" W PROPOSED 24" SD PER SEPARATE PLANSPROPOSED V_5 - Ol 0105 4.3 CFS PROPOSED 30" SD SEPARATE PLANS._. 19°32'59" 1862.00' 635.33' 320.78 4 _. ... _ .. _._. _.__.PER _. a/w —m EC 38+46.29 Ar^ ?A° 5D NNS P r '- 30 39 40 41 5 42 rm pR&OSppapSF. SE v-.. 10 SD 3 15----- - PER SEP F PLANS�- �'" .,.. % .-,.,.... ..... .. _ ....... ...� _ .. ._._ __..... ... _. N 37+22.98 CL CB - PROPOSED' (I _ EXIST 20'EVMWD- FL R/W `o v- ,- - -....�...... ,. INST. NO. 20011-191150 0100---°c10.7 CFS >_ _... , 5-2-01 FUTURE 20' DRAINAGE EASE TO RIV CO TRANS DEPT PER IN -TRACT FINAL MAPS SO FACILITIES OUTSIDE OF R/W TO BE MAINTAINED BY OWNER UNTIL DEDICATED - WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THL PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURINC THE ACCURACY OF THE DESIGN AND ACCEPTABILITY EXACT LOCATION OF EXISTING OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING (UNDERGROUND FACILITIES IS AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PflIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNOWN. CONTRACTOR TO SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. VERIFY IN FIELD. CAMPBELL RANCH ROAD CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH— TANGENT— REMARK 19°32'59" 1900.00' 648. ^c 9' 327.33' N 52°54'41" W I CURB DATA N0. DELTA OR BRG. RADIUS ' LENGTH - - TANGENT REMARK 1 19°32'59" 1932.00' 659.21' 332.84' -- Q2 N 52°54'41" W 451.71' --- 1 19°32'59" 1862.00' 635.33' 320.78 4 N 52°54'41" W 451.71' RT 1130 PROFILE SCALE: HORIZ: 1'=40' VERT: 1'=4' 43 SCALE: 1'= 40' 40 0 40 80 120 _.._.._,�._ O 0 —. o l 1q, Ld V 4 W W 2 Z () J W 2 W CONSTRUCTION NOTES U� CONSTRUCT CURB AND GUTTER PER RIV CO STD '200 TYPE A- 6 V CONSTRUCT MEANDERING SIDEWALK PER RIV CO STD 404 Q), CONSTRUCT PAVEMENT 0.33' AC ON 0.50' AB CLASS it 12 CONSTRUCT FLAT OUTLET Dr4INAGE STRUCTURE PER RIV CO STD 303 _ _ t COUNTY OF RIVERSIDE SLHL BENCH MARK: -C '""' "" DIG ALERT S; DF6sSIoy�' RICK ENGINEERING COMPANY OUNTY OF RIVERSIDE 4( TRANSPORTATION DEPARTMENT / C A• �/y� �L� APPROVED BY: O t A• sro CFD STREET IMPROVEMENT PLANS 6 T �-G y Nrr.rvidu n.:r,�„ P�unntlx „rr..r" TRACT NO 29320, CFD 2001-01 CALL SYCAMORE 1G Y BEFORE ix DATEa 7z MARK AS BUILTSIOEWALK x3/uS APPR. DATE E P.6 -so os � HA .A. OT A DAT�a? p.6 -3o06 'pREPAR D UNDERTHEDIRECTION OF'11i1" I ,nz, .,.. �. "' SEE SHEET CAMPBELL RANCHROAD of 20 SHTS s, 1-800--227-2600 ENGINEER REVISIONS COUNTY d?4 CIVA. aP sr4 c,v1� N" .�/� __ -1 •03 . 32+00.00 TO 43+00.00 — UNUI'.RGROUNU SERVICE ALER'C �0e c4uF°P 2 G� SOF CAL F°A •R�RT A. STOCKTON DATE- SCALE: SEE ABOVE FOR: W.O. FILE NO. C011gt host 2 working days prior to excavating. DESIGNED BY: R.C.O. DRAWN BY: S.S. CHECKED BY: R.A.S. RECOMMENDED BY: BOYLE ENGINEERING DATE R.C.E. NO. C033591 E%P. DATE 6-30-06 H: V: 93/- J p G:\d-13496NCFD_St...f_Imp\496rtro6.dgn DATE: 20 -JUN -2003 J.N. 13496 43 44 45 46 41 48 49 50 51 52 53 O O O O ED l Q W LLI LLJ S Z (n J LEJ = LLI V t/) f— a ` TO RIV CO TRANS DEPT PER IN -TRACT FINAL MAPS I SO FACILITIES OUTSIDE OF R/WTO BE MAINTAINED B OWNER �—t� / �, OWNER UNTIL DEDICATED— ma aCL4. I.Y. NV ulu CENTERLINE DATA SO BLANKET EASEMENT TO DELTA OR BRG. RADIUS LENGTH TANGENT REMARK (1 N 52°54'41" W UN BE MAINTAINED BY COUNTY 22 2'32'" 46 —_� a QD OF RIVERSIDE CSA 52 213.46' O s r0. 1 310.28' 5� N 52°54'41" W 491.82' aPROPOSED 30'SD .- PER SEPARATE PLANS 2"32'46" 1862.00' 82.75' 41.38' - so. >� N 50°21'55" W PROPOSED QB N 50°21'55" W 250.28' R/W N 50°21'55" W 1 1 120.00' 1 1 AC DIKE _ 3 _44 415 _ 416 _ BC 4L,91.82 47 ,_ q8 EC 48996.26 __ _ _ _ _ _ — _ _�� — — — — _PER — — — — — — — — — — — — — — — — Q _ _ SD—� l1 PER SEPARATE PLANS PERSEPARATE — _—._ — — — ----_—.___ —____— — � — TO RIV CO TRANS DEPT PER IN -TRACT FINAL MAPS I SO FACILITIES OUTSIDE OF R/WTO BE MAINTAINED B OWNER �—t� / �, OWNER UNTIL DEDICATED— WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE CAUTION- THE ASSURING THE ACCURACY OF THE DESIGN AND ACCEPTABILITY EXACT LOCATION OF EXISTING OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES Aft I51 NG UNDERGROUND FACILITIES IS AFTER COUNTY APPROVAL OR DURING CONSTRUCTION. THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNOWN. CONTRACTOR TO SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. VERIFY IN FIELD. DIG ALERT CALF. BEFORE 7-8-0 OZ 4 AS S'UILT SlOEWALK 0 YOU DIGI DATE BY MARK 1-800-227-2600 ENGINEER REVISIONS UNDERGROUND SERVICE ALL• 6'P DESIGNED BY: R.C.O. DRAWN BY: S.S. Callat least 2 working days prior to excavating. G:\4.13496\CFD_Strae Limp\49Gstr07Acn pµOFESS104.,. m � No. CC33950 ip^ Exp. 6-30-06 APPR. DATE {z T} COUNTY J•r clvl� j CHECKED BY: R.A.S. s� of cAt1Fp0.� LT 1140 o� LOW LLA Lv z V) n J Lu uj n S In F_ CL 1140 a 1=_Z_ -.111 S=031% RT 1140 PROFILE SCALE: HORIZ: 1'=40' VERT: 1'=4' 54 0+89.72 CAMPDEI_L RANCH ROAD= TO BE ABANDONED SCALE: 1'= 40' 7+00.00 SOAPBERRY STREET PACIFIC TEL`.PHONE AND TELEGRAPH CO.EASE PROJECT BOUNDARY/ IN BOOK 1484,PAGE 524 40 0 40 80 120 CALTRANS R!W RECORDED 6/23/53 51+56.85 CL CB w 0 r W= 7' V= 4.0' x s w I 0100= 6.4 CFS � I ldl EX ISi 20 EVMWD EASEMENT PER I { } INST. N0. 2001-191150 I 5-2-01 m I I hl I -m N I (FUTURE) SOAPBERRY STREET CAMPBELL RANCH ROAD ma aCL4. I.Y. NV ulu CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH TANGENT REMARK (1 N 52°54'41" W 491.82' 22 2'32'" 46 1900.00' 84.44' 42.22' QD N 50°21'55" W 213.46' O N 50°21'55" W 1 310.28' WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE CAUTION- THE ASSURING THE ACCURACY OF THE DESIGN AND ACCEPTABILITY EXACT LOCATION OF EXISTING OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES Aft I51 NG UNDERGROUND FACILITIES IS AFTER COUNTY APPROVAL OR DURING CONSTRUCTION. THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNOWN. CONTRACTOR TO SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. VERIFY IN FIELD. DIG ALERT CALF. BEFORE 7-8-0 OZ 4 AS S'UILT SlOEWALK 0 YOU DIGI DATE BY MARK 1-800-227-2600 ENGINEER REVISIONS UNDERGROUND SERVICE ALL• 6'P DESIGNED BY: R.C.O. DRAWN BY: S.S. Callat least 2 working days prior to excavating. G:\4.13496\CFD_Strae Limp\49Gstr07Acn pµOFESS104.,. m � No. CC33950 ip^ Exp. 6-30-06 APPR. DATE {z T} COUNTY J•r clvl� j CHECKED BY: R.A.S. s� of cAt1Fp0.� LT 1140 o� LOW LLA Lv z V) n J Lu uj n S In F_ CL 1140 a 1=_Z_ -.111 S=031% RT 1140 PROFILE SCALE: HORIZ: 1'=40' VERT: 1'=4' 54 0+89.72 CAMPDEI_L RANCH ROAD= TO BE ABANDONED SCALE: 1'= 40' 7+00.00 SOAPBERRY STREET PACIFIC TEL`.PHONE AND TELEGRAPH CO.EASE PROJECT BOUNDARY/ IN BOOK 1484,PAGE 524 40 0 40 80 120 CALTRANS R!W RECORDED 6/23/53 51+56.85 CL CB w 0 r W= 7' V= 4.0' x s w I 0100= 6.4 CFS � I ldl EX ISi 20 EVMWD EASEMENT PER I { } INST. N0. 2001-191150 I 5-2-01 m I I hl I -m N I (FUTURE) SOAPBERRY STREET CAMPBELL RANCH ROAD 51+56.89 CL C 1134.9E FL W= 7' V= 4.0' 0100= 3.4 CFS O O O �^rte O a0 ma aCL4. I.Y. NV ulu CURB DATA N0. DELTA OR BRA RADIUS LENGTH TANGENT REMARK — 11 N 52°54'41" W491.82' 8 _ = LEI 22 2°32'46" 1932.00' 85.86' 42.94' ❑3 N 50.21'55" W 213.46' �4 N 50°21'55" W 310.28' 5� N 52°54'41" W 491.82' © 2"32'46" 1862.00' 82.75' 41.38' - ❑7 N 50°21'55" W 153.46' QB N 50°21'55" W 250.28' 9 N 50°21'55" W 1 1 120.00' 1 1 AC DIKE 51+56.89 CL C 1134.9E FL W= 7' V= 4.0' 0100= 3.4 CFS O O O �^rte O a0 ma aCL4. I.Y. NV ulu { 53 Q H -- In W W = Z: 11 (SHEET CFD STREET IMPROVEMENT PLANS 8 _ = LEI �W Ab aI B z� CONSTRUCTION NOTES Q CONSTRUCT CURB AND GUTTER PER RIV CO STD 200 TYPE A-- 6 Q CONSTRUCT MEANDERING SIDEWALK PER RIV CO STD 404 CONSTRUCT PAVEMENT 0.33' AC ON 0.50' AB CLASS II Z7 CONSTRUCT 6" 4C �Pl'R,'I'IVC.O 5?D272 LONSTIICTUB S.. 5,0.403 CASE A AS f UiLT PLAN GOBREGn ONS NO f'� AtORAttl11E. COUNTY OF RIVERSIDE SEAL TRANSPORTATION DEPARTMENT �9pgoEssloy! RICK ENGINLLh%COIVIPANY APPROVED BYI<A'STar �YcKim / y /d t No. C033591� A. 0TH N DATE, * PREPARED UNDER THE DIRECTION OF, o —_ Iv %1 /'3 �4)F' OF1CAC\FR�� A. STOCKTON DA E 9 03 BENCH MARK, ma aCL4. I.Y. NV ulu NO. COUNTY OF RIVERSIDE (SHEET CFD STREET IMPROVEMENT PLANS 7 TRACT NO 29320, CFD 2001-01 SEE SHEET I SYCAMORE CREEK CAMPBELL RANCH ROAD 20 43+00.00 TO 54+00.00 of sHTs SCALE. SEE ABOVE FOR: W. 0. FILE NO. DATE: 20 -JON -2003 J.N. 13496 ILT 1140 O 0 ti 117 W w Ld Z N J LV m sW F - PRI POSED R/W — 55 t 5G 51 50 1 PER SEPARATE PLANS / CENTERLINE DATA ND. _ DELTA oR BRG RADIUS LENGTIi TANGENT REMARK OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISNG AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE N 50°21'55 W ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE 559.72' SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. VERIFY IN FIELD. TANGENT REMARK 540, 28' ._.. ,._ 271.31 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. -- o-- ----_— i _ CAUTION - - THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF 'HE DESIGN AND ACCEPTABILITY EXACT LOCATION OF EXISTING OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISNG AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE UNDERGROUND FACILITIES IS ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNOWN. CONTRACTOR TO SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. VERIFY IN FIELD. DIG ALERT GALI. BEFORE YOU 011.. 1_800_227-2600 UNDERGROUND SERVICE ALERT g. Callat least 2 working days prior to aadavdtlrI o-- ----_— i _ °`"` �y0FES51, _ pD A. Or/y�CLw No. C033950" E.p. 6-30-06 {s x} srgT pvl� �p or CAUGOB -__-- —_—_ — —_— — 11 C,ORDID I,D ,4 �T-�- ' B• DZ AS OUR -T SIDEWALK1 iT 0 DATE BY MARK APPR. DATE ENGINEER REVISIONS COUNTY I DESIGNED BY: R.C.O. DRAWN DY: S.S. CHECKED BY: R.A.S. G\d.13496\CFD.Sfreet_lmP\4965trae.a91 SO BLANKET EA RMENT TO BE MAINI'AINLO BY COUNTY OF RIVERSIDE CSA 152 51BC 5U+ 7& PO GI C PLANS PER 1LPARATE PLANS `^��u=•=� "I,•,,.. tol RIV co TRANS DEPT s(. t"•! PER IN -TRAGI FINAL MAPS I I SD FACILITIES OUTSIDE OF R/W 1'0 BE MAINTAINEI) BY OWNER UNTIL DEDICATTO LT 1140 1 P1 1142.90 Q 82x90,00 CSI o� o Q a1 Q cy - `'\a ui _ of ,"- to 1^^ S u! M N� l W ' �� Ci♦ wLAJ uj nl zos_ - :Y --j ua CL 1140 y�i .- RT 1140 PROFILE SCALE- uhl��a': r �1ir 62 63 64 65 CQN5TBVSjj%LNRjE$� CONSIRUCI LIiR11 AND IiIIIIIR 1'IR R14it) 110 10,1 111)1 A o (11,L1N".,IRIIP,1 MIAMI -RING SL)iAAIA FIR RA 'o 'lD 40A 11 (ONSIR(121 PAV) MINI 001 At ON V),)' All fl Aa', Il X1.'1 I°ION"11111(71 IIAl 11117111 UNAIN111 'dkH1111111 )HR lily a A111 1111 I0 Ill AHANnONI F n°1111 l ANN { 111 t A I'I 1@ IN':,1 NO N'u la,"171io it iia 1719AIIu VMWH A+J MI N) IN",r,i:kl 11II,I I II' 10 191 AFIAND lhl I) I'M If IC 111 ( i HONI ANI) If IIGRAlH l7 I:A'd IN HOOK h 1Ii. I At,i ;7, . Pi NU/ MANAt tii l lql i Y �^a t 0 � aueI', ne w u W I_R III' 1L'. COUNTY OF RIARS101 CEO STREET IMPROVEMENd FLANS I1 TRACT NO x:4320, CFD 2001-01 SYCAMORE CREEK f CAMPBELL RANCH ROAD 54+00.00TO 654,00.00 ,1 20 N11, n Y CAMPBELL RANCH ROAD 11 C,ORDID I,D ,4 CURB DATA ND. .__.,..... DELTA oRBRG RADIUS_ LENGTH ._.m- .�+. TANGENT REMARK 1 ;.w-_.mac.....:.....=.es,. N 50'21 '55" W S.I. 1)z' 2 iG 17'35 1932 OSI �SIJ SB ?76,._h,•o 3 N 50"21'5b" W ,153.72' -,.,_ . 4 1G°17'33" iBG2 DD' .�23.41' CGG�a9' COUNTY OP RIVERSIDE SEAL TRANSPORTATION DEPARTMENTpopWaF66s, APPROVED EYI ,..... �-.. A. Srgy. RIC k IaNGINEERING C WHANI `"'` a , , 11 , , . I 1 1 n . n: 11 ... :. 1 1- , , _ 0 = No. C033591 Ev.6 30 06 A. OT I _ N DATE, WREpARED UNDER 1Hk DIRECTION Ofe q�orClYN! j ^ RA. TOCKTON DAIC.: ES Pi NU/ MANAt tii l lql i Y �^a t 0 � aueI', ne w u W I_R III' 1L'. COUNTY OF RIARS101 CEO STREET IMPROVEMENd FLANS I1 TRACT NO x:4320, CFD 2001-01 SYCAMORE CREEK f CAMPBELL RANCH ROAD 54+00.00TO 654,00.00 ,1 20 N11, n Y T 1135 U F- st F 1135 65 / mcr r' -m^4 LT 00 C WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT MAS BEEN ISSUED. _ CENTERLINE DATA CURB DATA DELTA OR BRG. NO. DELTA OR BRG. RADIUS LENGTH TANGENT REMARK 11 G-36'40' 193?.00' 222.93' t+,1.59' 22 N 27.27'42'W . ! — T ;. 0,. T ' 141.58' AC DIKE 41 6'36'40' 1862.00' PORTION OP 72500' VC 107.54' F51 n'd - 141.43' - © N 27'27'42-W W= 14 PROPOSED V= 4.0' - 99.92' I 7 N 30.49'37'W 374.77' B N 27'27'42-W 141.30' o zw II o z 374.12' TRANSITION 18.71.1 _ _/_ ' �+ PROPOSED BLANKET DRAINAGE— PROPOSED 66' WIDE SO EASE TO BE MAINTAINED BY COUNTY OF RIVERSIDE CSA 152 y EASEMENT TO BE MAINTAINED BY COUNTY OF RIVERSIDE CSA 152 CAMPBELL RANCH ROAD �ILT PLAN $ ti_ EXIST GROUND 4 CL <._FUTURE PROPOSED rc a 32 LT 0 P F \ «Pi TC a VARIES iT T o zF P o LT 1135 V m O U ^ I'� Or ON Nm N�P OLL - \\ -. •off .�, d v. ar, ul �,...� o _ ^� N CO _ - FUTURE - TCa32 LT .oLL . N P O 0.50" 5=05 / 5=1A0'f, /_ / P P �' o A PROPOSED // Ld OD PROPOSED m� \. v z N 5, \ -.'m FS a CL /7�� / W W FSCL o P to DF i=z2soo' 1: 0 4 0+90:00 N o LL ! m /� \ ^ ! / ! _ Z= JN W CL 1135 0 4 4 N qF. I' Lli o N"% rt'-'��c; 'oma' UVn H o / / - PORTION Of E=725. 'VC `\ PI = 1 2. 2 a i +9 .00 :F GRzt ST OUND 4 CL / ojY '�' J :\ PORTION OF L?725.00' VC •`\. PROPOS€D oIo \ .... ? 1 2.1 a.... +90 0 / ui //f TC a 38' RT / RT 1135 S' o o `\ bU P Ooh �,r NO ! aro v t. [, \ Wl o \ J LLICROSS GNU _ -$ 0.562 FLOW LINT: �t S 0.55% S=0-53Z.FUTURE TC'a 38'RT / 1 PROFILE SCALE. HORIZ: 1' 40' : i \ \\ VERT: 66 67 68 69 �' 70. �6, 71 72 73 74 75 6 - CONSTRUCTION NOTES ® 0�•7WUC7 e&= ROMP PER)W CO. SM 4103 CASEA 5.33' 11 3 6 10'C I I I Q CONSTRUCT CURB AND GUTTER PER RIV CO STO 200 TYPE A- 6 mcr r' -m^4 LT 00 C WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT MAS BEEN ISSUED. _ CENTERLINE DATA CURB DATA DELTA OR BRG. NO. DELTA OR BRG. RADIUS LENGTH TANGENT REMARK 11 G-36'40' 193?.00' 222.93' t+,1.59' 22 N 27.27'42'W � 739.79' — 33 N 22.07'35'W T ' 141.58' AC DIKE 41 6'36'40' 1862.00' 214.85' 107.54' F51 N 27 27'42' W J 141.43' TYP 10 © N 27'27'42-W W= 14 PROPOSED V= 4.0' - 99.92' I 7 N 30.49'37'W 374.77' B N 27'27'42-W 141.30' o zw mcr r' -m^4 LT 00 C WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT MAS BEEN ISSUED. O CONSTRUCT MEANDERING SIDEWALK PER RIV CO STD 404 I I O CONSTRUCT PAVEMENT 0.33' AC ON 0.50' AB CLASS IT (D INSTALL STREET NAME SIGN PER RIV CO STD 816 O CONSTRUCT 6 -AC DIKE PER RIV CO STD 212 . I 10 INSTALL TYPE'F'DELINEATGRS SPACED AT 25' SCALE: 1'= 40' I PROPOSED 20'WIDE SO AC DIKE ----'SO BLANKET EASEMENT TO BYSCOUNTYTOFBRi ERS DEC A 152 NTAINED 40 0 40 RO 120 BE MAINTAINED BY COUNTY r AC DIKE OF RIVERSIDE CSA 152 171.33" TRANSITION 12.24:1 69+22.49 CAMPBELL RANCH ROAD= 70+10.15 CL CB I o; as 73+13.29 MAYHEW CANYON ROADTIZ6. (13 FL I +�' W' T PROPOSED I I do ... .... V= 3.52' R/W w �( 0100= 9.5 CFS FUTURE C & G I I n 10 TYP 7+19.24 67 68 69 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE - FOR /iSSURING THE ACCURACY OF THE DESIGN AND ACCEPTABILITY EXACT LOCATION OF EXISTING OF THE NORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING UNDERGROUND FACILITIES IS AFTER COUNTY APPROVAL OR DURING CONS TNUCT ION. THE PRIVATE ENGIIJEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNOWN. CONTRACTOR TO SOLUTION AND REVISING THE PLAN° FOR APPROVAL BY THE COUNTY. VERIFY IN FIELD. MA H EE SHEET19 2 7I 7F 72 _ CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH TANGENT REMARK Oi 6°36'40" 1900.00• 219.24' 109.74' PROPOSED IB* SD N 27°2742" W 203.26' 3 N 27°27'42" W 677.51' O CONSTRUCT MEANDERING SIDEWALK PER RIV CO STD 404 I I O CONSTRUCT PAVEMENT 0.33' AC ON 0.50' AB CLASS IT (D INSTALL STREET NAME SIGN PER RIV CO STD 816 O CONSTRUCT 6 -AC DIKE PER RIV CO STD 212 . I 10 INSTALL TYPE'F'DELINEATGRS SPACED AT 25' SCALE: 1'= 40' I PROPOSED 20'WIDE SO AC DIKE ----'SO BLANKET EASEMENT TO BYSCOUNTYTOFBRi ERS DEC A 152 NTAINED 40 0 40 RO 120 BE MAINTAINED BY COUNTY r AC DIKE OF RIVERSIDE CSA 152 171.33" TRANSITION 12.24:1 69+22.49 CAMPBELL RANCH ROAD= 70+10.15 CL CB I o; as 73+13.29 MAYHEW CANYON ROADTIZ6. (13 FL I +�' W' T PROPOSED I I do ... .... V= 3.52' R/W w �( 0100= 9.5 CFS FUTURE C & G I I n 10 TYP 7+19.24 67 68 69 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE - FOR /iSSURING THE ACCURACY OF THE DESIGN AND ACCEPTABILITY EXACT LOCATION OF EXISTING OF THE NORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING UNDERGROUND FACILITIES IS AFTER COUNTY APPROVAL OR DURING CONS TNUCT ION. THE PRIVATE ENGIIJEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNOWN. CONTRACTOR TO SOLUTION AND REVISING THE PLAN° FOR APPROVAL BY THE COUNTY. VERIFY IN FIELD. MA H EE SHEET19 2 7I 7F 72 PROPOSED EP 73 7F 3 75 p O O ' - - - - Q I� om— - - O � PROPOSED IB* SD 8 } PER SEPARATE PLANS—� � - -- --- _� l0 F- T ' 1` LJ - J l%2.182 CL CB 6. 79 FL TYP 10 FUTURE C & G Ld 2 LV W= 14 PROPOSED V= 4.0' - I U N I 0100= 27.4 CFS R/W N¢ o zw II 11 z 374.12' TRANSITION 18.71.1 _ _/_ ' �+ PROPOSED BLANKET DRAINAGE— PROPOSED 66' WIDE SO EASE TO BE MAINTAINED BY COUNTY OF RIVERSIDE CSA 152 y EASEMENT TO BE MAINTAINED BY COUNTY OF RIVERSIDE CSA 152 CAMPBELL RANCH ROAD �ILT PLAN DIG ALERT Qµ0FE95/ COUNTY Of RIVERSIDE "` �s RICK ENGINLI DING COMI'ANI BENCH MARK, --"' • E I --'- «' TRANSPORTATION DEPARTMENT a COUNTY OF RIVERSIDE A• o �.+ � A. srp�r� CFD STREET IMPROVEMENT PLANS c) \1G/ — - rvNoreo En y ` .x:1n.�'V A rr"„'” TRACT NO 29320, CFD 2001-01 (:ALL � No C033950 TO s � 1. C033591 � .+:x'lae'neu.ro.t,tr xenrn•- - . SEE SHEET I SYCAMORE CREEK BEFORE 7-8-06 DZ _ 4 A5 Fi;7LT SIDEWALK 7 ir7o ExD•6-30-06 7Q.y Exp. 6-30-06 YVU DET DATE BY MARK APPR. DATE {V i} KHA A. OT DATE: PREP RED UNDER THE DIRECTION OF, CAMPBELL RANCH ROAD I-80(1-7,27-2600 ENGINEER _ REVISIONS COUNTY srq cIv1V e\`p sr9 clvl'_ �p �� b-(9-03 65+00,00 TO 76+00,00 of 20 SHTS UNDERGROUND SCRVICE ALERT DESIGNED BY: R.f..O. O'AIVN BY: S.S.CHECKED BY: R.A.S. ��C\F� �— ? 7 O� mar CA,%f- ROBERT A. STOCKTON DATE, SCALE. SEE ABOVE FOR: W.O. FILE N0. 93/-J g Calla least 2 working days prior to excavating. RECOMMENDED BY, BOYLE ENGINEERING DTE: R. C. E. N0. C0335J EXP. DATE 6-30-06 H: V.- p G:\d.1J996\[FD-Sirect_ImD\496sir09.tlgn D '.0 -JUN -2003 J.N. 13096 LT 1140 O O O om ti Lr:.f CL 1140 z N J W U 1h RT 1140 ' `"PROPOSED TC @ 321 RT 76 77 i-171.33' TRANSITION FUTURE v. !��IDENTICAL TC @ VARIES LT cs y.-981. / S cs PROPOSED FS R CL . . I` mt- IQ oIQ FUTURE TC @ VARIES RT 16 78 79 80 81 \82 53g9A R/'W --------------------------' n FUTURE C & G PROPOSED 18' SD PER SEPERATE PLAN --1---------------------- """--- Zl_ _-`--__. 'w,,.,.'"`°w...,,e \` BO w` -```_ PROPOSED !/ / R/W h��""`°^•�- \ 8p+9p•97 ``y` EXIST INGRESS/EGRESS EASE (INSTRUMENT 39355) `- PROPOSED � W L=800.DID, I 0 1` = f . 9 @ ! - ~o FUTURE C @ '53' LT o� �Q o U o ' � �FuruRE i>i TC @VARIES LT 1=800,00' VC dlIR 83 m r F 1198.47 TC / _77+00.00 .82+00.00 RADIUS LENGTH TANGENT REMARK (: 1166.54 TC I • I�EXIST. GROUND G 18°50'53" " • ^FUTURE—f F IDENTICAL ! 12 CL ( N 8°36'49" W ' f POINT f ❑3 N 8°36'49' W 14°33'50" TC @ VARIES & 482.95' 242.79' / 9'17'12' 1884.00' 305.36' o m��!l�Extsr _ y 1 GRWND @ Cl f ❑5 N 27'27'42'W ' `"PROPOSED TC @ 321 RT 76 77 i-171.33' TRANSITION FUTURE v. !��IDENTICAL TC @ VARIES LT cs y.-981. / S cs PROPOSED FS R CL . . I` mt- IQ oIQ FUTURE TC @ VARIES RT 16 78 79 80 81 \82 53g9A R/'W --------------------------' n FUTURE C & G PROPOSED 18' SD PER SEPERATE PLAN --1---------------------- """--- Zl_ _-`--__. 'w,,.,.'"`°w...,,e \` BO w` -```_ PROPOSED !/ / R/W h��""`°^•�- \ 8p+9p•97 ``y` EXIST INGRESS/EGRESS EASE (INSTRUMENT 39355) `- PROPOSED � W L=800.DID, I 0 1` = f . 9 @ ! - ~o FUTURE C @ '53' LT o� �Q o U o ' � �FuruRE i>i TC @VARIES LT 1=800,00' VC dlIR 83 p PROPOSED T FS @ CL o�� an PORTION OF 800.00'VC �1•- Pl = 1186.37 @ 87+00.00 0 1 9I.5 o oas ( - 00 FUTURE '- TC & 4TRT 84 85 86 CENTERLINE DATA NO. DELTA OR PRG. RADIUS LENGTH TANGENT REMARK (: N 27°27'42" W 30.36' G 18°50'53" 1400.00' 460.55' 232.37' ( N 8°36'49" W 235.D3' 126.14' ❑3 N 8°36'49' W 14°33'50" 1900.00' 482.95' 242.79' p PROPOSED T FS @ CL o�� an PORTION OF 800.00'VC �1•- Pl = 1186.37 @ 87+00.00 0 1 9I.5 o oas ( - 00 FUTURE '- TC & 4TRT 84 85 86 O O O O } 00 wW Z = W U EdN Y- a M LT 1180 CL 1180 RT 1180 PROFILE SCALE- `O TZ °-40' VER '-4 87 SCALE: 1'= 40' 40 0 40 80 120 FUTURE C & G PROPOSED 24'S PER SEPERATE PLAN +�'.. BC 82 fI,05 ", M PROPOSED 66' WIDE SO PER 4 ER4 T'PD`s 83 - + EASEMENT TO BE MAINTAINED ` ^ z BY COUNTY OF RIVERSIDE CSA 152 \ / E CANS., O 484 L _ C:; R�WPOSED // ----- .— CONSTRUCTION NOTES PROPOSED 30 BY 30' T'� -- ! ++ -- ED EASEMENT TO BE 5 CONSTRUCT PAVEMENT 0.33' AC ON 0.50' AD CLASS II `'" ""-'-- - 36 (;o) I - F -- O MAINTAINED BY COUNTY PROPOSED EP _ i W OF RIVERSIDE CSA 152 / - _ v a Lil �7 CONSTRUCT 6' AC DIKE PER R!V CO STD 212 ' / / - _ - - - _ I W Z. 10INSTALL TYPE T'DELINEATORS SPACED AT 25' NOTE, _ -- ___ _ WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE CAMPBELL RANCH ROAD -----_______ W UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT --7-__- W 7, U � HAS BEEN ISSUED. w _ ~ CAUTION. ; ¢ THE PRIVATE ENGINEER SIGNING THESE PLANS 15 RESPONSIBLE mIUM FOR ASSURING THE ACCURACY OF THE DESIGN AND ACCEPTABILITY EXACT LOCATION OF EXISTING 0F" THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING UNDERGROUND FACILITIES IS AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNOWN. CONTRACTOR TO DILUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. VERIFY IN FIELD. AL COUNTY OF RIVERSIDE DIG ALERT — -- _II Svc \ TRAN'ISPORTATION! APPROVED BY, SEAL BENCH �pESsr�4znm0FjCKENGINLLIZING�OMPANI BENCH MARK,COON SHEET CDSTRACNo IMPROVEMENT P�OV M 20PLANS 1 0 S ET 0 CA I.I. . —_— _--- No.CO33950 cy^ � � o.6030506� ___.�..zeex'.� i _..-ui. ..,�, 1.v .-_ �,,,,��SYCAMORE CREEK 1O— I BEFORE Fxp. 6-30-06 7 �® 111` 1111! DATE BY MARK _ ___ APPR. CiAIE 11\{2 �} H D A. 0 AA DATE: PREPARED UNDER THE DIRECTION OF: 6+00.0 RANCH ROAD �_._ _ 0 _20 SnTs t1ND1?Rf,ROUNU ? [:Rl'1(l:I', hLF.RT ENGINEER REVISIONS _ J fDUNtY I\ civil��q, DF cAUF �p�`-�� 7 7 G� `?' OF�Icp�F/\aP �6.�1 _ b-19-03 SCALE: SEE ABOVE FOR' 76'F00�00 TO �7+ O`00 �f; ILE N0. - \ e oF� \ VF oe ROBERT A. STOCKTON DATE: ' fallai 19ost 2 work(ng days prior to excavating. DESIGNED BY: R.C.O. DRAWN BY: S.S. CHECKED BY: R.A.S, \ �_� RECOMMENDED BY: BOYLE ENGINEERING DA E+ R.C.E. N0. C033591 EXP. DATE 6-30-06 H: U: ��%_ 6:\d-STrest.[,,p\496sir10.dgn . pAtE: .n -?DG �. 11.i3496 CURB DATA NO. DELTA OR BRG. RADIUS LENGTH TANGENT REMARK N 22-07'35'W 30.49' AC DIKE ❑2 18'50153' 1416.00' 465.81' 235.D3' AC DYE ❑3 N 8°36'49' W 126.14' AC DIKE 44 9'17'12' 1884.00' 305.36' 15302' AC DIKE ❑5 N 27'27'42'W 30.36' AC DIKE © 18'50'53' 1384.00' 455.28' 229.72' AC DIKE ❑7 N 8-36'49'W 126.14' AC DIKE 8❑ 9'1T 12' 1916.00' 310.55' 155.61' AC DIKE O O O O } 00 wW Z = W U EdN Y- a M LT 1180 CL 1180 RT 1180 PROFILE SCALE- `O TZ °-40' VER '-4 87 SCALE: 1'= 40' 40 0 40 80 120 FUTURE C & G PROPOSED 24'S PER SEPERATE PLAN +�'.. BC 82 fI,05 ", M PROPOSED 66' WIDE SO PER 4 ER4 T'PD`s 83 - + EASEMENT TO BE MAINTAINED ` ^ z BY COUNTY OF RIVERSIDE CSA 152 \ / E CANS., O 484 L _ C:; R�WPOSED // ----- .— CONSTRUCTION NOTES PROPOSED 30 BY 30' T'� -- ! ++ -- ED EASEMENT TO BE 5 CONSTRUCT PAVEMENT 0.33' AC ON 0.50' AD CLASS II `'" ""-'-- - 36 (;o) I - F -- O MAINTAINED BY COUNTY PROPOSED EP _ i W OF RIVERSIDE CSA 152 / - _ v a Lil �7 CONSTRUCT 6' AC DIKE PER R!V CO STD 212 ' / / - _ - - - _ I W Z. 10INSTALL TYPE T'DELINEATORS SPACED AT 25' NOTE, _ -- ___ _ WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE CAMPBELL RANCH ROAD -----_______ W UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT --7-__- W 7, U � HAS BEEN ISSUED. w _ ~ CAUTION. ; ¢ THE PRIVATE ENGINEER SIGNING THESE PLANS 15 RESPONSIBLE mIUM FOR ASSURING THE ACCURACY OF THE DESIGN AND ACCEPTABILITY EXACT LOCATION OF EXISTING 0F" THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING UNDERGROUND FACILITIES IS AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNOWN. CONTRACTOR TO DILUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. VERIFY IN FIELD. AL COUNTY OF RIVERSIDE DIG ALERT — -- _II Svc \ TRAN'ISPORTATION! APPROVED BY, SEAL BENCH �pESsr�4znm0FjCKENGINLLIZING�OMPANI BENCH MARK,COON SHEET CDSTRACNo IMPROVEMENT P�OV M 20PLANS 1 0 S ET 0 CA I.I. . —_— _--- No.CO33950 cy^ � � o.6030506� ___.�..zeex'.� i _..-ui. ..,�, 1.v .-_ �,,,,��SYCAMORE CREEK 1O— I BEFORE Fxp. 6-30-06 7 �® 111` 1111! DATE BY MARK _ ___ APPR. CiAIE 11\{2 �} H D A. 0 AA DATE: PREPARED UNDER THE DIRECTION OF: 6+00.0 RANCH ROAD �_._ _ 0 _20 SnTs t1ND1?Rf,ROUNU ? [:Rl'1(l:I', hLF.RT ENGINEER REVISIONS _ J fDUNtY I\ civil��q, DF cAUF �p�`-�� 7 7 G� `?' OF�Icp�F/\aP �6.�1 _ b-19-03 SCALE: SEE ABOVE FOR' 76'F00�00 TO �7+ O`00 �f; ILE N0. - \ e oF� \ VF oe ROBERT A. STOCKTON DATE: ' fallai 19ost 2 work(ng days prior to excavating. DESIGNED BY: R.C.O. DRAWN BY: S.S. CHECKED BY: R.A.S, \ �_� RECOMMENDED BY: BOYLE ENGINEERING DA E+ R.C.E. N0. C033591 EXP. DATE 6-30-06 H: U: ��%_ 6:\d-STrest.[,,p\496sir10.dgn . pAtE: .n -?DG �. 11.i3496 LT 1185 0 O O CL 1185 °'uj W S Z N J W uj C.) In F- a RT 1185 O O w ac P P o' U� -FUTURE TC :- w 0 1 FUTU E m o m P c5 0 o r .. ,o N �+ m �, F .' - • - - S=0.50•%' \ L=800.00' Vic,- - - t -PI 11813.75 a wL ,Ln FUTUREc - - \ TCa 53'LT " o \ P oLL PtO c', ca / c� FUTURE Q : / �FS a CL h m m m m m r Nm mr LL \ { to r m m m m m 5=0.50%: 7 FS b CL = PORTION OF 800.00' VC - \ = 1 86. a 8 +00.00 _ o r o �'' / UTURE TC m - . vr. m/'~°'`�. \ - 5=0.50% FUTURE. TC a 48' RS 87 88 89 90 91 92 TO MERNBE ACA0EDISON CO INDIAN TRUCK TRAIL ROAD MAINTANCE EASEMENT SEE SHEET 12 1172.18 INV (INSTRUMENT 109596) PROPOSED 8'X12' CULVERT PER SEPARATE PLANS--, ' 1 1 �1 1 R=35.30' 1 `D EASEMENT" TU DE D='83°32'I4''-- INTA; 1/ MAINED BY COUNTY�, a� PROJECT- -� IA OF RIVERSIDE CSA 152 91+ 4 40 �'V BOUNDARY PROPOSED R/� 1� 1 1169.50 EP,., 1 FUTURE .___._ 4 ^� 'PROPOSED EP -. 1 BB/06 90 ""/.3.f "�° 1188.37 EP 1 r PROPOSE D FP -_�- ' IiPTYII I------- LT 1185 CL 1185 RT 1185 PROFILE SCALE: HORIZ:1"=40' VERT: 1'=4' 93 94 95 SCALE: 1'= 40' 40 0 40 80 120 PROPUSEU R/W BENCH MARK: MS 877'N!' CENTERLINE DATA I 92 ...... (INTERIM) (IMPROVEMENT PER � 120.21 TSITION NO GELTA cR BRG TO BE ABANDONED LENGTH TANGENT REMARK -- 20. is SOUTHERN SIERRA POWER C.o ROAD MAINTENANCE EASEMEIJT .� I \ 1 9-45'41" _. 1900.00' 323.70' 11100= qqq � .2_ 91_ A \ 0100= 930 CFS N 3 -6 19 W 1 09. i G' - ....._.. -- PROPOSED BLANKET BASEMENT NOTE. -If' -91+84 TO BE MAINTAINED BY COUNTY OF RIVERSIDE CSA 152 - WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE 1.4H' ' UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT (�� I"23 S8" 11 UU. 0U' 6.8I' HAS BEEN ISSUED. CAMPBELL RANCH ROAD - _CAUTION THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONS19LE I FOR ASSURING THE ACCURACY OF THE DESIGN AND ACCEPTABILITY EXACT LOCATION OF EXISTING OF THE WORK HEREON, IN THE EVENT OF DISCREPANCIES ARISING UNDER -ROUND FACILITIES IS ' AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNGWN. CONTRACTOR TO (10 INSTALL TYPE T'DELINEATORS SPACED AT 2Y ENGINEER SHALL BE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. VERIFY IN FIELD. LT 1185 CL 1185 RT 1185 PROFILE SCALE: HORIZ:1"=40' VERT: 1'=4' 93 94 95 SCALE: 1'= 40' 40 0 40 80 120 CCOF RIVEBBIBE AL DIG ALERT TFAN$P®R1'AT18N NNPAiTMENI' RICK EN,`UI, _ rI.,N11. ' L. LZ„L'1NA.' ; G COMPANY PPBCVEB BY: 1111 ¢ h Y' m f �" (;,41,1, _ `�` No. C0333S0 t No. C033591 p "'� BEFORE E.P.630 os )' /0/63 Ez 6-30-06 PREPARED UNDER THE DIRECTION OP+ 1 }ul' I'u.. DATE BY MAR APPR. DATE -V F:} KHA A. OTHEd DATE: I-8(10-227 2600 ENGINEER REVISIONS _ COi1NTY J>, c'rv� w -� r clva �G UINI)ERGROUND SE.RVICI: ALF. R7• DESIGNED BY: R.C.O. DRAWN BY: S.S. CHECKED BY: R.A.S. Euv cALIFOP 1.,-`_ — _p�'> °Tf �. cACIpOP� OB R7 STOLh i01S- DATE: Gtllaf least 2 working cc's Prior to excavating. RECOMMENDED BY: BOYLE ENGINEERING IT R.C.E. NO._ C033591 EXP. DATE 6-30-06 :�d I3a99�cvD.�rrear.lmP�a9cs*r n.a9:: AS -PU 1.T P' DE PALMA ROAD BENCH MARK: MS 877'N!' CENTERLINE DATA COUNTY OF RIVERSIDE 92 ...... (INTERIM) (IMPROVEMENT PER NO GELTA cR BRG RADIUS LENGTH TANGENT REMARK -- 20. is SEPARATE PLANSI _ SCALE: SEE ABOVE 1 9-45'41" _. 1900.00' 323.70' 1611.24 qqq � .2_ 91_ A N 3 -6 19 W 1 09. i G' - -If' -91+84 N 3"56'I9 W 1.4H' ' END CON„ 116.1.17 I EIRITC110N (�� I"23 S8" 11 UU. 0U' 6.8I' -. 17.44' I CONSTRUCTION NOTES CONSTRUCT PAVEMENT 033' AC ON 0.50' AD CLASS 11 V INSTALL STREET NAME SIGN PER RIV CO STD 816 (10 INSTALL TYPE T'DELINEATORS SPACED AT 2Y CCOF RIVEBBIBE AL DIG ALERT TFAN$P®R1'AT18N NNPAiTMENI' RICK EN,`UI, _ rI.,N11. ' L. LZ„L'1NA.' ; G COMPANY PPBCVEB BY: 1111 ¢ h Y' m f �" (;,41,1, _ `�` No. C0333S0 t No. C033591 p "'� BEFORE E.P.630 os )' /0/63 Ez 6-30-06 PREPARED UNDER THE DIRECTION OP+ 1 }ul' I'u.. DATE BY MAR APPR. DATE -V F:} KHA A. OTHEd DATE: I-8(10-227 2600 ENGINEER REVISIONS _ COi1NTY J>, c'rv� w -� r clva �G UINI)ERGROUND SE.RVICI: ALF. R7• DESIGNED BY: R.C.O. DRAWN BY: S.S. CHECKED BY: R.A.S. Euv cALIFOP 1.,-`_ — _p�'> °Tf �. cACIpOP� OB R7 STOLh i01S- DATE: Gtllaf least 2 working cc's Prior to excavating. RECOMMENDED BY: BOYLE ENGINEERING IT R.C.E. NO._ C033591 EXP. DATE 6-30-06 :�d I3a99�cvD.�rrear.lmP�a9cs*r n.a9:: AS -PU 1.T P' eIF3NATURB -4-c-=�-y- BENCH MARK: MS 877'N!' COUNTY OF RIVERSIDE CFO STREET IMPROVEMENT PLANS 11 TRACT NO 29320, CFD 2001-01 Er. SHEET SYCAMORE CREEK CAMPBELL RANCH ROAD 20. is 87+00.00 TO 91+84.14 2_1 FOR:VY. O. FILE NO. $ _ SCALE: SEE ABOVE H:--- V.-_—_ CL 1170 CL 1160 CL 1150 { DE PALMA ROAD ITO BE ABANDONED) — THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF THE DESIGN AND ACCEPTABI!-ITY OF THE WORK HEFfON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. c9 DELTA OR BRG. RADIUS LENGTH TANGENT REMARK O7 7"58'54" 1900.00' 1 { DE PALMA ROAD ITO BE ABANDONED) — THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF THE DESIGN AND ACCEPTABI!-ITY OF THE WORK HEFfON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. c9 DELTA OR BRG. RADIUS LENGTH TANGENT REMARK O7 7"58'54" 1900.00' 264.6B' I 132.55 11168.6 EP) EXIST EP - 20'OFFSET LEFT 7+50.00 296.53' 148.57' 22.60'OFFSET LE 1172.50 EP WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. CAUTION. EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN..CONTRACTOR TO VERIFY IN FIELD. — THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF THE DESIGN AND ACCEPTABI!-ITY OF THE WORK HEFfON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DIG ALERT BEFORE 0 CALL YOU DI(:IDATE 1-800-227_2600 UNDERGROUND SERVICE ALERT Callat hast 2 working days prior to excavating. DELTA OR BRG. RADIUS LENGTH TANGENT REMARK O7 7"58'54" 1900.00' 264.6B' I 132.55 8°56'32" 1900.00' 296.53' 148.57' BY MARK ENGINEER REVISIONS pESIGNEO BY: R.C.O. DRAWN BY: S.S. G.\E_1199G\[fD-STraeT_Imp\49651r t2.a9n EXIST EP 1 5~ } SCALE: V = 40' 40 0 40 80 120 TO BE ABANDONEDSIERRA POWER CO \ ROADHERN MAINTENANCE EASEMENT)/ \ DE PALMA ROAD \ (INTERIM) \ IMPROVEMENTS PER \ 11-96.53 INDIAN TRUCK TRAIL= SEPERATE PLAN EXIST GTE VAULT EXIST R/W \ 91+32.79 CAMPBELL RANCH ROAD PROTECT IN PLACE � \ EXIST EP 10+45.53 \ 51.00' OFFSET LEFT 49.10'OFFSET LEFT \ 1186.10 EP 11B3:BB EP i \ ! mT CL 1190 CL 1180 CL1170 PROFILE SCALE: H RIZ. , 4U' VERT: ,=4' 13 14 15 3 CAMPBELL RANCH ROAD= S INDIAN TRUCK TRAIL 1 EXIST R/A '1 PRO DSE PARK' 1a LOT PER CFD 20DI-01 GRAIDUr PLk%S 1189.17_EP / O-C�? BRG=N61'51'41'E L=1366.68 4 " - �— 9+33.86. 8 40.00' OFFSET LEFT 2.02} EXIST EP Q 2,111 } \ 110.004 OFFSET LEFT -5 ��-.84 �_7179.5_6 E -P 9 I �. ��\ 1186.45 EP. -FSET RIGHT 9+00.00 PRC -----�-- _ ^ — — —_ — EP 9+33.86 1180.36 EP _ 10+45.53 11+47,94 END CONSTRIiCTION _ EXIST R/W 9.10'OFFSET LEFT \ 1188.05 EP 11 8.1 REALIGNED C/L \ i 1184.69 EP _ \ i EXIST R/W _ — '� PROPOSED P,/W PROPOSED R/W \ _ — f TO BE ABANDONED \ • I SOUTHERN CA EDISON CO ANCE DE PALMA INSTTRUME TOADEN09596)ASMENT CAMPBELL RANCH ROAD ROAD SEE SHEET 11' (TO BE ABANDONED) INDIAN TRUCK TRAIL t_l COUNTY OF RIVERSIDE �9�aFE55'Dw TRANSPORTATION DEPARTMENT Rim ENGINT_-mNGC4DMPANY yr A. oT,y `wc APPROVED BY: o. C033950 a. C033591� 1�y^ zv oarMnl nre.. v..zw-w..nw.i.i rvn:ana-Imgseza;m-eie i.mzi¢� ..a...� Exp. 6-30-06 'N.. APPR. DATE {t E} K,A I. A. OT DATE: PREPARED /UNDER THE DIRECTION OF: _ COUNTY '? c!vl1- P "? clwV p� 6�s_ 6'19-03 CHECKED BY: R.A.S. 4TP DF CALIPOP� RECOMMENDEDYLE ENGINEERING pA�; D� 9�0F �`C1FOR� ROBERT A. STCCKTON DATE= R.0 F- NO. C033591 FXP. DATE 6-30-06 CONSTRUCTION NOTES O CONSTRUCT PAVENENT 0.33' AC &N 0-50' AB CLASS 33 (D SAWCUT AND REMOVE EXISTINC PAVE%ENT 2 FROM EDGE (SEE DETAIL CN SHEET 2) v GRIND AND OVERLAY 'MIN 0-10' DEEP) AT 2: MIN 2' WIDE ISEt DtA'IL CN SHEET 2) MARK: SEE SHEET I SEE ABOVE CED STREET IMPROVEMENT PLANS TRACT NO 293249, CED 2007-01 SYCAMORE CREE: INDIAN TRUCK TRAIL jOF 10SHTS. )WNIF ILE N0_ DA`L 2C-JlN-%Ca3 J.N.:3A% 12 AS CENTERLINE DATA N0. I DELTA OR BRG. RADIUS LENGTH TANGENT REMARK O7 7"58'54" 1900.00' 264.6B' I 132.55 8°56'32" 1900.00' 296.53' 148.57' COUNTY OF RIVERSIDE �9�aFE55'Dw TRANSPORTATION DEPARTMENT Rim ENGINT_-mNGC4DMPANY yr A. oT,y `wc APPROVED BY: o. C033950 a. C033591� 1�y^ zv oarMnl nre.. v..zw-w..nw.i.i rvn:ana-Imgseza;m-eie i.mzi¢� ..a...� Exp. 6-30-06 'N.. APPR. DATE {t E} K,A I. A. OT DATE: PREPARED /UNDER THE DIRECTION OF: _ COUNTY '? c!vl1- P "? clwV p� 6�s_ 6'19-03 CHECKED BY: R.A.S. 4TP DF CALIPOP� RECOMMENDEDYLE ENGINEERING pA�; D� 9�0F �`C1FOR� ROBERT A. STCCKTON DATE= R.0 F- NO. C033591 FXP. DATE 6-30-06 CONSTRUCTION NOTES O CONSTRUCT PAVENENT 0.33' AC &N 0-50' AB CLASS 33 (D SAWCUT AND REMOVE EXISTINC PAVE%ENT 2 FROM EDGE (SEE DETAIL CN SHEET 2) v GRIND AND OVERLAY 'MIN 0-10' DEEP) AT 2: MIN 2' WIDE ISEt DtA'IL CN SHEET 2) MARK: SEE SHEET I SEE ABOVE CED STREET IMPROVEMENT PLANS TRACT NO 293249, CED 2007-01 SYCAMORE CREE: INDIAN TRUCK TRAIL jOF 10SHTS. )WNIF ILE N0_ DA`L 2C-JlN-%Ca3 J.N.:3A% 12 AS CAMPBELL RANCH SEE SHEET 5 T _. .. 20:1 CAMPBELL RANCH ROAD SEE SHEET 5 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. CAUTION - THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF THE DESIGN AND ACCEPTABILITY EXACT LOCATION OF EXISTING OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING UNDERGROUND FACILITIES IS AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNOWN. CONTRACTOR TO SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. VERIFY IN FIELD. � BASIN / (PRIVATE 0.Y nWNFR DIG ALERT Fµ0FE5S/0a. A. pr FyC GAL1. 'd No. C033950 Com` BEFORE T-8.04 OZ AS OUICT sai-mi, 7 /3/01 Exp. 6-30-06 YOU DIG! DATE BY MARK APPR. DATE ll k'} 1-800-227-2600 ENGINEER REVISIONS _ COUNTY sr C(V1b p UNDERGROUND SERVICE ALERT 11 DESIGNED BY: R.C.O. DRAWN BY: S.S. CHECKED DY: R.A.S. 4�a'cAUFaP� Collat least 2 working days prior to excavating. :\d.13496\CFD-Street-Imp\496str13Agn 1 EVFIRG EN I �1101111ED 40'EXTENDED PARKWAY�11W PROPOSED 24' SO _ PROPOSED 18'SD 1 �'` PROPOSED 30'SD ---PROPOSED SEPARATE PLANS PER SEPARATE PLANS PER SEPARATE PLANS - - MAYHEW CANYON ROAD CONTAINED IN SO BLANKET EASEMENT TO BE MAINTAINED BY COUNTY OF RIVERSIDE CSA 152 `� 40 0 40 80 120 PROPOSED �Q R/WI a y tiW z 0 / \mob ul7 / PAOCBiC TE"ePHONE CONSTRUCTION NOTES / AND TELEGRAPH CO.EASE IN BOOK 598,PAGE 320 Q CONSTRUCT CURB AND GUTTER PER RIV CO STD 200 TYPE A- 6 RECORDED 1/19/24 O CONSTRUCT CROSS GUTTER AND SPANDREL PER k'V CO STD 209 O CONSTRUCT MEANDERING SIDEWALK PER RIV CO STD 404 O CONSTRUCT CURB RAMP PER RIV CO STD 403 CASE A TANGENT REMARK Q CONSTRUCT PAVEMENT 0.33' AC ON 0.50' A8 CLASS 11 36.47' RETURN INSTALL STREET NAME SIGN PER RIV CD STD 816 L3J N 8°32'58° E 100.12' Q CONSTRUCT 6" AC DIKE PER RIV CD 57D 212 CURB DATA � N 5°41'14" E 211.23' CONSTRUCT 6" TYPE D CURB PER PI." Cp STD 204 (SEE DETAIL N0. DELTA ORB" RADIUS LENGTH TANGENT REMARK19'10'46" s7e.00' 93.48' ON SHT 2) 12 N 2°49'29" E 100.12' © 7°05'02" 622.00' 76.90' 13 N 5°41'14" E 141.16' 8°51'52" 622.00' 96.23' 14 16°31'41" 622.00' 179.43' 90.34' 26°48'45" 622.00' 291.07' 15 11.30'58" 578.00' 116.17' 58.28' ❑9 N 29°16'06" E 32.14' 16 31°14'41" 578.00' 315.20' 161.62' 10 91°31'58" 35.00' 55.91' 17 N 29°16'06" E 32.14' 11 N 5°41'14" E 34.39' COUNTY OF RIVERBIDE SEAL BENCH MAR TRANSPORTATION DEPARTMENT pRDCEssloy� RICK ENGINEERING COMPANY APPROVED BY: 0t N. STo �c mwro xn.,�a(�� a.:�"e�� ."-- 0O3 (��.�"u 'yU4 N .0033591� ... u...... nve, 5b. zan•mwvde cl azsm.3zzn (anpaz n;nz enx l��onn=urzz.,.,,.,:a,o,,.d Exp. 6-30-06 -ED A. MA DATE: PREPARED UNDER THE DIRECTION OF- MAN,- crva a"� �l (0-19•o3 7/7/1 3 o/-cAUFOR ROBERT A. STOCKTON DATE: SCALE: )MMENDED BY: BOYLE ENGINEERING DATE, R.C.E. NO. C033591 EXP. DATE 6-30-06 H: - SEE SHEET I SEE ABOVE V:- AS -BUILT PLAN CFD STREET IMPROVEMENT PLANS TRACT NO 29320, CFD 2001-01 SYCAMORE CREEK MAVUrW CANYON ROAD Of 20 SHTS FILE NO. 13 OATS: 20 -JUN -2003 J.N. 13496 CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH TANGENT REMARK O N 5°41'14" E 399.16' O N 5°41'13" E 20.07' O 19°10'46" 600.00' 200.85' 101.37' O 11°30'58" 600.00' 120.60' 60.50' O 31°14'41" 600.00' 327.19' 167.77' O N 29°16'06" E 32.14' DIG ALERT Fµ0FE5S/0a. A. pr FyC GAL1. 'd No. C033950 Com` BEFORE T-8.04 OZ AS OUICT sai-mi, 7 /3/01 Exp. 6-30-06 YOU DIG! DATE BY MARK APPR. DATE ll k'} 1-800-227-2600 ENGINEER REVISIONS _ COUNTY sr C(V1b p UNDERGROUND SERVICE ALERT 11 DESIGNED BY: R.C.O. DRAWN BY: S.S. CHECKED DY: R.A.S. 4�a'cAUFaP� Collat least 2 working days prior to excavating. :\d.13496\CFD-Street-Imp\496str13Agn 1 EVFIRG EN I �1101111ED 40'EXTENDED PARKWAY�11W PROPOSED 24' SO _ PROPOSED 18'SD 1 �'` PROPOSED 30'SD ---PROPOSED SEPARATE PLANS PER SEPARATE PLANS PER SEPARATE PLANS - - MAYHEW CANYON ROAD CONTAINED IN SO BLANKET EASEMENT TO BE MAINTAINED BY COUNTY OF RIVERSIDE CSA 152 `� 40 0 40 80 120 PROPOSED �Q R/WI a y tiW z 0 / \mob ul7 / PAOCBiC TE"ePHONE CONSTRUCTION NOTES / AND TELEGRAPH CO.EASE IN BOOK 598,PAGE 320 Q CONSTRUCT CURB AND GUTTER PER RIV CO STD 200 TYPE A- 6 RECORDED 1/19/24 O CONSTRUCT CROSS GUTTER AND SPANDREL PER k'V CO STD 209 O CONSTRUCT MEANDERING SIDEWALK PER RIV CO STD 404 O CONSTRUCT CURB RAMP PER RIV CO STD 403 CASE A TANGENT REMARK Q CONSTRUCT PAVEMENT 0.33' AC ON 0.50' A8 CLASS 11 36.47' RETURN INSTALL STREET NAME SIGN PER RIV CD STD 816 L3J N 8°32'58° E 100.12' Q CONSTRUCT 6" AC DIKE PER RIV CD 57D 212 CURB DATA � N 5°41'14" E 211.23' CONSTRUCT 6" TYPE D CURB PER PI." Cp STD 204 (SEE DETAIL N0. DELTA ORB" RADIUS LENGTH TANGENT REMARK19'10'46" s7e.00' 93.48' ON SHT 2) 12 N 2°49'29" E 100.12' © 7°05'02" 622.00' 76.90' 13 N 5°41'14" E 141.16' 8°51'52" 622.00' 96.23' 14 16°31'41" 622.00' 179.43' 90.34' 26°48'45" 622.00' 291.07' 15 11.30'58" 578.00' 116.17' 58.28' ❑9 N 29°16'06" E 32.14' 16 31°14'41" 578.00' 315.20' 161.62' 10 91°31'58" 35.00' 55.91' 17 N 29°16'06" E 32.14' 11 N 5°41'14" E 34.39' COUNTY OF RIVERBIDE SEAL BENCH MAR TRANSPORTATION DEPARTMENT pRDCEssloy� RICK ENGINEERING COMPANY APPROVED BY: 0t N. STo �c mwro xn.,�a(�� a.:�"e�� ."-- 0O3 (��.�"u 'yU4 N .0033591� ... u...... nve, 5b. zan•mwvde cl azsm.3zzn (anpaz n;nz enx l��onn=urzz.,.,,.,:a,o,,.d Exp. 6-30-06 -ED A. MA DATE: PREPARED UNDER THE DIRECTION OF- MAN,- crva a"� �l (0-19•o3 7/7/1 3 o/-cAUFOR ROBERT A. STOCKTON DATE: SCALE: )MMENDED BY: BOYLE ENGINEERING DATE, R.C.E. NO. C033591 EXP. DATE 6-30-06 H: - SEE SHEET I SEE ABOVE V:- AS -BUILT PLAN CFD STREET IMPROVEMENT PLANS TRACT NO 29320, CFD 2001-01 SYCAMORE CREEK MAVUrW CANYON ROAD Of 20 SHTS FILE NO. 13 OATS: 20 -JUN -2003 J.N. 13496 -" gyp`- €%lST �. ^ "'�a --• -. — ....., Pts; 119 S 21+25,00 iRl6.�d& TO TtiVras-a, POEtkRtfAt EEE V, ,/'�,,./' P94dtlP PP .€' J'��"" w�, FGc 0wr .:2' LT -7 �,5=2 46si. CENTERLINE DATA CURB DATA RADIUS LENGTH TANGENT REMARK u $ RADIUS LENGTH � PROPOSED TC O 22` LT LJ N 29'16'06'E 47-0" 0 67'07'28' 578.00 677.15' 383.47' 0 N 29-16'06'E 97.07' ev i Nei 622.00' 728.70' 412-67' LT 1170 o - P= 117040 a 21+25.00 a PROPOSED. 43 owe �, ti FS a CL - o 5- z•A�A L? a w CL 1170LLI 4 x LLL - L=200,Oa° 21+25,00 t m ~ e>. •PROPOSED TG a 221RT _ fIII[, z aaf. TtiVras-a, POEtkRtfAt EEE V, ,/'�,,./' P94dtlP PP .€' J'��"" w�, FGc 0wr .:2' LT -7 �,5=2 46si. .:�7 26 27 28 29 u: LT 1180 Lsd dJA CL 1180 RT 1180 PROFILE SCALE: d R'z: "=40' tR T a 1'--4' SCALE: 1'= 40' 40 0 40 ao 120 8 NOTES AND GUTTER PER R;' 1-0 STD 200 TYPE A- 6 _R7"vG S?D-Ew PER RIY CO STD 404 ENT C-- AE CN 0-50' Ac CLASS :. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMME14CE -- UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT BLANKET IN AWED N? HAS BEEN ISSUED. TO BE MAINTAINED BY COUNTY OF RIVERSIO CAUTION CSA 152 PROPOSED 20'WIDE SO _ THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE fi i`1 EASEMENT TO BE MAINTAINED FOR ASSURING THE ACCURACY OF THE DESIGN AND ACCEPTABILITY EXACT LOCATION OF EXISTING BY COUNTY OF RIVERSIDE CSA 152 OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING UNDERGROUND FACILITIES IS AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE MAYHEW CANYON ROAD UNKNONlN. CONTRACTOR TO ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUT I ON rANNDD REVISING THE PLANS FOR APPROVAL BY THE COUNTY. VERIFY IN FIELD. DIG ALERT SEAL SEAL FI.P. COUNTY OF RIVERSIDE tEN£H MARK: COUNTY024. OF n1VO of SHEET NO. mss' TRANSPORTATION DEPARTMENT �%v' 11ZICKEtVGLVLEIUNGCODiItAnII A- Dr ` A. sr Ei CFD STREET IMPROVEMENT PL/ ;vS 14 APPROVED ISY- ( s 4 _ TRACT NO 29320, CFD_ 2001-01 L.M.I. No. C03395i>0 p ate' No-C03359tl_ 5�^------ BUILT - •t•°. u.. e.� v� av uu'ractt s ervrsn_�a =.a.o<u. Sff SHE£' SYCAMORE CREEK $EFORE Z8-04 !lZ ¢ A$ B!l1GT 3/OENL4LK 1 7'�!? OS Exp.6-30-06 „ %/.-V O3 Exp -6-30-06 e YOU DIG! DATE BY I MARK APPR- DATE {s i} KH A. OT DATE- PPRREEEP�/AR�EDD UNDER THE DIRECTION CF, CAMPBELL RANCH ROAD UNDERGROUND SERVICE ALERT ENGINEER REVISIONS COUNTY �q�CA�FOA�p �4$ c[vl� aP,• ROBERT A T4�OCKTON DATE:�19-03 21+OO,Oi� TO 29+00.00 cF 20 stirs DESIGNED BY: R.C.O. DRAWN BY: S.S. CHECKED BY: R.A,S. UDF SOALE-' SEE ABOUT Callgt least 2 working days prior to excavating. RECOMMENDED BY. BOYLE ENGINEERING D E+ f R.C.€. NO.I`�� EXP- DAT€ 6 -3D -D6 H: V- GAd_13496%CFD_St... t-Imp\496s+r14-dgn GATE: 20-J'JN 2003 J.N. I3496 CENTERLINE DATA CURB DATA RADIUS LENGTH TANGENT REMARK N0. DELTA OR BRG. RADIUS LENGTH TANGENT REMARK LJ N 29'16'06'E 47-0" 0 67'07'28' 578.00 677.15' 383.47' 0 N 29-16'06'E 97.07' 0 67'07'28' 622.00' 728.70' 412-67' .:�7 26 27 28 29 u: LT 1180 Lsd dJA CL 1180 RT 1180 PROFILE SCALE: d R'z: "=40' tR T a 1'--4' SCALE: 1'= 40' 40 0 40 ao 120 8 NOTES AND GUTTER PER R;' 1-0 STD 200 TYPE A- 6 _R7"vG S?D-Ew PER RIY CO STD 404 ENT C-- AE CN 0-50' Ac CLASS :. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMME14CE -- UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT BLANKET IN AWED N? HAS BEEN ISSUED. TO BE MAINTAINED BY COUNTY OF RIVERSIO CAUTION CSA 152 PROPOSED 20'WIDE SO _ THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE fi i`1 EASEMENT TO BE MAINTAINED FOR ASSURING THE ACCURACY OF THE DESIGN AND ACCEPTABILITY EXACT LOCATION OF EXISTING BY COUNTY OF RIVERSIDE CSA 152 OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING UNDERGROUND FACILITIES IS AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE MAYHEW CANYON ROAD UNKNONlN. CONTRACTOR TO ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUT I ON rANNDD REVISING THE PLANS FOR APPROVAL BY THE COUNTY. VERIFY IN FIELD. DIG ALERT SEAL SEAL FI.P. COUNTY OF RIVERSIDE tEN£H MARK: COUNTY024. OF n1VO of SHEET NO. mss' TRANSPORTATION DEPARTMENT �%v' 11ZICKEtVGLVLEIUNGCODiItAnII A- Dr ` A. sr Ei CFD STREET IMPROVEMENT PL/ ;vS 14 APPROVED ISY- ( s 4 _ TRACT NO 29320, CFD_ 2001-01 L.M.I. No. C03395i>0 p ate' No-C03359tl_ 5�^------ BUILT - •t•°. u.. e.� v� av uu'ractt s ervrsn_�a =.a.o<u. Sff SHE£' SYCAMORE CREEK $EFORE Z8-04 !lZ ¢ A$ B!l1GT 3/OENL4LK 1 7'�!? OS Exp.6-30-06 „ %/.-V O3 Exp -6-30-06 e YOU DIG! DATE BY I MARK APPR- DATE {s i} KH A. OT DATE- PPRREEEP�/AR�EDD UNDER THE DIRECTION CF, CAMPBELL RANCH ROAD UNDERGROUND SERVICE ALERT ENGINEER REVISIONS COUNTY �q�CA�FOA�p �4$ c[vl� aP,• ROBERT A T4�OCKTON DATE:�19-03 21+OO,Oi� TO 29+00.00 cF 20 stirs DESIGNED BY: R.C.O. DRAWN BY: S.S. CHECKED BY: R.A,S. UDF SOALE-' SEE ABOUT Callgt least 2 working days prior to excavating. RECOMMENDED BY. BOYLE ENGINEERING D E+ f R.C.€. NO.I`�� EXP- DAT€ 6 -3D -D6 H: V- GAd_13496%CFD_St... t-Imp\496s+r14-dgn GATE: 20-J'JN 2003 J.N. I3496 CENTERLINE DATA N0. DELTA OR BRG. RADIUS LENGTH TANGENT REMARK C N 29°16'06" E 97.07' 67°07'28" 600.00' 702-93' 398.07' .:�7 26 27 28 29 u: LT 1180 Lsd dJA CL 1180 RT 1180 PROFILE SCALE: d R'z: "=40' tR T a 1'--4' SCALE: 1'= 40' 40 0 40 ao 120 8 NOTES AND GUTTER PER R;' 1-0 STD 200 TYPE A- 6 _R7"vG S?D-Ew PER RIY CO STD 404 ENT C-- AE CN 0-50' Ac CLASS :. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMME14CE -- UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT BLANKET IN AWED N? HAS BEEN ISSUED. TO BE MAINTAINED BY COUNTY OF RIVERSIO CAUTION CSA 152 PROPOSED 20'WIDE SO _ THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE fi i`1 EASEMENT TO BE MAINTAINED FOR ASSURING THE ACCURACY OF THE DESIGN AND ACCEPTABILITY EXACT LOCATION OF EXISTING BY COUNTY OF RIVERSIDE CSA 152 OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING UNDERGROUND FACILITIES IS AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE MAYHEW CANYON ROAD UNKNONlN. CONTRACTOR TO ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUT I ON rANNDD REVISING THE PLANS FOR APPROVAL BY THE COUNTY. VERIFY IN FIELD. DIG ALERT SEAL SEAL FI.P. COUNTY OF RIVERSIDE tEN£H MARK: COUNTY024. OF n1VO of SHEET NO. mss' TRANSPORTATION DEPARTMENT �%v' 11ZICKEtVGLVLEIUNGCODiItAnII A- Dr ` A. sr Ei CFD STREET IMPROVEMENT PL/ ;vS 14 APPROVED ISY- ( s 4 _ TRACT NO 29320, CFD_ 2001-01 L.M.I. No. C03395i>0 p ate' No-C03359tl_ 5�^------ BUILT - •t•°. u.. e.� v� av uu'ractt s ervrsn_�a =.a.o<u. Sff SHE£' SYCAMORE CREEK $EFORE Z8-04 !lZ ¢ A$ B!l1GT 3/OENL4LK 1 7'�!? OS Exp.6-30-06 „ %/.-V O3 Exp -6-30-06 e YOU DIG! DATE BY I MARK APPR- DATE {s i} KH A. OT DATE- PPRREEEP�/AR�EDD UNDER THE DIRECTION CF, CAMPBELL RANCH ROAD UNDERGROUND SERVICE ALERT ENGINEER REVISIONS COUNTY �q�CA�FOA�p �4$ c[vl� aP,• ROBERT A T4�OCKTON DATE:�19-03 21+OO,Oi� TO 29+00.00 cF 20 stirs DESIGNED BY: R.C.O. DRAWN BY: S.S. CHECKED BY: R.A,S. UDF SOALE-' SEE ABOUT Callgt least 2 working days prior to excavating. RECOMMENDED BY. BOYLE ENGINEERING D E+ f R.C.€. NO.I`�� EXP- DAT€ 6 -3D -D6 H: V- GAd_13496%CFD_St... t-Imp\496s+r14-dgn GATE: 20-J'JN 2003 J.N. I3496 +m m PROPOSED m L PROPOSED m 8=2.A o `r n '• f 4 v a. TC o 22' LT IDENTICAL IDENTICAL o a.N POINT. TC'.a PROPOSED SED 221 Ll POINT a, /�PRUPOSED 6' R " AC DIKE m LT 1190 /� a s LT 1210 c:) LL o' m O W N / 8,2.4 PROPOSED PROPOSED 9. FS a CL FS a CL?W0 :W 6 i '- _P ti � C+37 I^ `__ \ ! v w m n... N N �. PROPOSED M F'-' m f Lu PROPOSED N \ a nr FS Q CL w CL. 1190 J LLJ �� GROUND 0 CL CL 1210 W W v v) `\ 1 i m _ - - — — - 9 EXIST w \\ \ s<z.ABx om 1 PROPOSED' TC In 22' RT Y PROPOSED PROPOSED 4� TC Q 221137 ,,....,- \ / 11 ! q r F o 11 TC a 22' RT RT 1190AV-' RT 1210 EXIST !. 1. GROUND a CL — / \ EXIST GROUND a CL --.11 ! 1 / 1 \\\\ PROFILE SCALE: HORIZ: 1'=40' VERT: 1"=4' 29 30 31 32 33 34 35 36 37 38 CURB DATA CENTERLINE DATA N0. DELTA DR BRG. RADIUS _ FlH.00' 1 4n'03,Cv, I LENGTH _I 4f1A.03' TANGENT_ REMARK - 710. F6' SCALE: 1'= 40' ®� 40 0 40 60 120 ='TRLICTION NOTES C!..) CONSTRUCI CURB AND OIII IER PI:H RIV CO !0D 800 'IYI>E A- 6 L� C0N51'pUCIMEANDERING SIDEWALK HER RIV CO 571'1 404 CONSTRUCT PAVEMENT 0.33' AC ON 0.50' AS CLASS II J !) CONSTRUCT 6" AC DIKE PER PIV CO SID 212 CONSTRUCT CdR9 RAMP P6R RIK CO. STD, 403 CAGE UN IRLCANTENCROACNMFNI PERMITPAND/OgHA I•GRADDING PERMIT ..ZNs .�- P, .A -J HA; BEEN 15SUED. LL .-...~-.-IL �_..,� CA r LOCATION of 1_x1sTiNG MAYN�W CANYON ROAD _ 7,Ec�`t)----I.-I LT L �1.N• tHL PFIIVAI'E ENGINEER SIGNING 7HFiSE PIANS IS RE SPONSIBLt IOR ASSURING III E ACCURA(Y 0 Id' OLf ION AND ACCEI FABILI IY S OF THE WORN HEREON. IN IHE EVENT OG UISCHTPANCtLS AHISING APTEI1 COUNTY APPROVAL OR BURINO CONSIRUCTION, THE PRIVATE UNDERGROUND FACILITIES IS aIONATUHE _. �- '• ENGINEER SHALL BE RESPONSILLL FOR DETERMINING AN ACCEPTABLE UNKNOWN. CONTRACIOR TO SOLUTION AND REVISING THE PLANS FOR APPROVAL. BY THE COUNTY. VERIFY IN FIELD. .�..----- ._ --�. COUNTY OF RlVtltltllDtl - I:�SSI"bbTa" SHEET No. r SEAL SEAL _ �� RICK ENGINEERING COMPANY' BENGH MARKT COUNTY OF RIVERSIDE �' J, _ �µ0iE65,py, TRANSPORTATION DEPARTMENT Op(oFE96" CFD STREET IMPROVEMENT PLANS 15 .._.r..._. - m -- i �`� A• o Ai- APPROVED BY, � A. src�.��.� f,�„fl,�.mw �.,\;� ."��..,�I ,, �I� .��w•.:Ax �l;��,.,.,, �u u,�� SEE SHEET I TRACT NOCAM320,CREEK001-01 't CALL No.CO33950 No.0033591 CFD SYORE 1 J IS1:I'UI{I. 7-H f14 DI A5 9U/GTS/OEGIALK ! 7 //I%ir Exp. 6.30-01 7//4/0 .1 Exp. 6-30-06 9; YOr DIG, DATE BY MARK _ APPR. DATE {s i} K ED A. MA DATE: y} ,P,RREEEP+RED UNDER THE DIRECTION OF. MAYHEW CANYON ROAD N 1-800-227-2600 ANEER REVISIONS l COUNTY `f7 Civf� o- --'""' a} clviv \a .l�C�,f,�L _'”' _ b-Iq •o3 29+00.00 TO 38+00.00 OF 5HT5 UNDERGROUND 81.1iV1'i;1: AI.I?R'I' ''�u CAu4°P� i "� % d3 q�Op CALF ROBERT A. STOCKTON DATE, SCALE, SLE ABOVE FOR -1W. 0. FILE NO. / ` y rpll0t bast ? working days Tp axc0vating. DESIGNED BY: R.C.O. DRAWN Y: S.S. CHECKED BY: R.A.S. RECOMMENDED BY: BOYLE ENGINEERING DATE R.C.E. NO. C033591 EXP. DATE 6-30-,Q6_ H:__ V. ��/ �J C 40.4 '3A96\Cf0.9 fraot-Imp\496Bir IS.Agn DATE: 19 -JUN -2003 J.N. 13496 CENTERLINE DATA _ N0. DELTA OR BRG.� RADIUS LENGTH TANGENT i REMARK 1 _ 40°03'01"� 600.00' 419.41 218.68'— 139.62- �2� 77",54' 1.3'. W___ \•; / 175.59' _._ -"'N cl 10"14'38" __ 925.07165.38, --82.91' SCALE: 1'= 40' ®� 40 0 40 60 120 ='TRLICTION NOTES C!..) CONSTRUCI CURB AND OIII IER PI:H RIV CO !0D 800 'IYI>E A- 6 L� C0N51'pUCIMEANDERING SIDEWALK HER RIV CO 571'1 404 CONSTRUCT PAVEMENT 0.33' AC ON 0.50' AS CLASS II J !) CONSTRUCT 6" AC DIKE PER PIV CO SID 212 CONSTRUCT CdR9 RAMP P6R RIK CO. STD, 403 CAGE UN IRLCANTENCROACNMFNI PERMITPAND/OgHA I•GRADDING PERMIT ..ZNs .�- P, .A -J HA; BEEN 15SUED. LL .-...~-.-IL �_..,� CA r LOCATION of 1_x1sTiNG MAYN�W CANYON ROAD _ 7,Ec�`t)----I.-I LT L �1.N• tHL PFIIVAI'E ENGINEER SIGNING 7HFiSE PIANS IS RE SPONSIBLt IOR ASSURING III E ACCURA(Y 0 Id' OLf ION AND ACCEI FABILI IY S OF THE WORN HEREON. IN IHE EVENT OG UISCHTPANCtLS AHISING APTEI1 COUNTY APPROVAL OR BURINO CONSIRUCTION, THE PRIVATE UNDERGROUND FACILITIES IS aIONATUHE _. �- '• ENGINEER SHALL BE RESPONSILLL FOR DETERMINING AN ACCEPTABLE UNKNOWN. CONTRACIOR TO SOLUTION AND REVISING THE PLANS FOR APPROVAL. BY THE COUNTY. VERIFY IN FIELD. .�..----- ._ --�. COUNTY OF RlVtltltllDtl - I:�SSI"bbTa" SHEET No. r SEAL SEAL _ �� RICK ENGINEERING COMPANY' BENGH MARKT COUNTY OF RIVERSIDE �' J, _ �µ0iE65,py, TRANSPORTATION DEPARTMENT Op(oFE96" CFD STREET IMPROVEMENT PLANS 15 .._.r..._. - m -- i �`� A• o Ai- APPROVED BY, � A. src�.��.� f,�„fl,�.mw �.,\;� ."��..,�I ,, �I� .��w•.:Ax �l;��,.,.,, �u u,�� SEE SHEET I TRACT NOCAM320,CREEK001-01 't CALL No.CO33950 No.0033591 CFD SYORE 1 J IS1:I'UI{I. 7-H f14 DI A5 9U/GTS/OEGIALK ! 7 //I%ir Exp. 6.30-01 7//4/0 .1 Exp. 6-30-06 9; YOr DIG, DATE BY MARK _ APPR. DATE {s i} K ED A. MA DATE: y} ,P,RREEEP+RED UNDER THE DIRECTION OF. MAYHEW CANYON ROAD N 1-800-227-2600 ANEER REVISIONS l COUNTY `f7 Civf� o- --'""' a} clviv \a .l�C�,f,�L _'”' _ b-Iq •o3 29+00.00 TO 38+00.00 OF 5HT5 UNDERGROUND 81.1iV1'i;1: AI.I?R'I' ''�u CAu4°P� i "� % d3 q�Op CALF ROBERT A. STOCKTON DATE, SCALE, SLE ABOVE FOR -1W. 0. FILE NO. / ` y rpll0t bast ? working days Tp axc0vating. DESIGNED BY: R.C.O. DRAWN Y: S.S. CHECKED BY: R.A.S. RECOMMENDED BY: BOYLE ENGINEERING DATE R.C.E. NO. C033591 EXP. DATE 6-30-,Q6_ H:__ V. ��/ �J C 40.4 '3A96\Cf0.9 fraot-Imp\496Bir IS.Agn DATE: 19 -JUN -2003 J.N. 13496 EV �OVOP ' 39+77.36 BCA G 1215.89 TC " END 6' AC DIKE 03 POSED C R/W v Z �f 41 42 s" y� WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. CENTERLINE DATA DIG ALERT CALL BOU IG &you mc!! NO. DELTA OR BRG. RADIUS I LENGTH TANGENT REMARK O1 8°02'15" 925.00' 129.76' 64.99' OZ 37°33'57" 925.00' 606.47' 314.59' O3 5°12'08" 925.00' 83.99' 42.02' 4 N 16°51'25" W 523.43' 79.78' fl EV �OVOP ' 39+77.36 BCA G 1215.89 TC " END 6' AC DIKE 03 POSED C R/W v Z �f 41 42 s" y� WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. CAUTION: EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN. CONTRACTOR TO VERIFY IN FIELD. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF THE DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARSNG AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL RE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL, BY THF COUNTY. DIG ALERT CALL BOU IG &you mc!! - -- - NO. DELTA OR BRIG. RADIUS LENGTH TANGENT REMARK DIKE OZ A9 9UlLT nA nerF I av I MeaK SIDEWALK hMd_13496\CFD.Street-Imp\49Ger 16.dgn DESIGNED BY: R.C.O. DRAWN BY: S.S. R/WPOSED TO BE ABANDONED CALIFORNIA ELECTRIC I POWER CO,EASE IN BOOK 1463, PAGES 336, 341, 345, AND 349 I RECORDED 4/20/53 ---------^'I MAYHEW CANYON ROAD L[NL COUNTY OF RIVERISNE , 9V�K)FESS1pN,. TRANSPORTATION DEPARTMENT A. °7ir`K ``�'� APPROVED BY - No. C033950 ¢ /. % U Exp. 6-30 V APPR. DATE -03 Y} KHAA. OT A DATE: COUNTY '?4 cIV1\• CHECKED BY: R.A.S. 0e RECOMMENDED BY: BOYLE ENGINEERING DA Ex PROFILE SCALE: HORIZ: 1'=40' VERT: 1'=4' LT 1230 £L 1230 RT 1230 CURB DATA NO. DELTA OR BRIG. RADIUS LENGTH TANGENT REMARK DIKE 5°05'20' 947.00' 84.11' 42.08' Q 5'53'50' 947.00' 97.47' 48.78' _ AC DIKE 31°40'07' 947.00' 523.43' 268.59' fl 230.35 FL W-14 5'53'50' 947.00' 97.47' 48.78' AC DIY,E ❑5 ^c4 °15'73' 947.00' 37.25' 18.63' © N 16'51'25'W 79.78' ❑7 50'48'21' 903.00' 800.71' 428.83' 8 N 16'51'25'W 79.78' 1 Ii PROFILE SCALE: HORIZ: 1'=40' VERT: 1'=4' LT 1230 £L 1230 RT 1230 P2 .. O Qs 4\n O_z ^'A FUTURE 18' SD =.r� '1 PER SEPARATE PLANS It � - Q' SCALE: 1'= 40' 1 ,4A1LRF LL y 40 0 40 80 120 .AL BENCH MARKT ,A9paWFESSIN RICK ENGIN) EKING COMPANY No. C03359I� xxx n,ro"lrnw tie xa•xl.,Rd ul .wnx ialx•1. roxxmm•rnx 1. .l xnz wxv,l k.�." 51 Exp•6-30-Ofi PREPARED UNDER THE DIRECTION OF. sf cw1� p /�il ATE- 3 4)F OF CALIFO�`' ROBERT A. STOCK DATE- SCALE: R.r.F. Nn. C033591 FXP. DATE 6-30-06.- H. CFD STREET IMPROVEMENT PLANS 16 [E SHEET 1 TRACT NO 29320, CFD 2001-01 SYCAMORE CREEK MAYHEW CANYON ROAD 38+00.00 TO 47+00.00 OF 20 SHTS -' SEE ABOVE IFOR: v, FILE NO.93/ DATE: 1 JUN -2003 J.N. 13496 CONSTRUCTION NOTES 0 CONSTRUCT CURB AND GUTTER PER RIV CO STD 200 TYPE A- 6 TFSr�RFj (a) CONSTRUCT MEANDERING SIDEWALK PER RIV CO STD 404 DIKE 404P 0 CONSTRUCT PAVEMENT 0.33' AC ON 0.50' AS CLASS it Q CONSTRUCT 6' AC DIKE PER RIV CO STO 212 t J 363.84 8CA 1230.9 12 ®CON9TNf/Ci CORE RAMP PER RIV CO STV- 483 CASEA END 6' AC DIKE 45+94.25 CL CB - 1 4 ``•`'• fl 230.35 FL W-14 9 1 0100=04.7 CFS 4 PROPOSED ®� R/W P2 .. O Qs 4\n O_z ^'A FUTURE 18' SD =.r� '1 PER SEPARATE PLANS It � - Q' SCALE: 1'= 40' 1 ,4A1LRF LL y 40 0 40 80 120 .AL BENCH MARKT ,A9paWFESSIN RICK ENGIN) EKING COMPANY No. C03359I� xxx n,ro"lrnw tie xa•xl.,Rd ul .wnx ialx•1. roxxmm•rnx 1. .l xnz wxv,l k.�." 51 Exp•6-30-Ofi PREPARED UNDER THE DIRECTION OF. sf cw1� p /�il ATE- 3 4)F OF CALIFO�`' ROBERT A. STOCK DATE- SCALE: R.r.F. Nn. C033591 FXP. DATE 6-30-06.- H. CFD STREET IMPROVEMENT PLANS 16 [E SHEET 1 TRACT NO 29320, CFD 2001-01 SYCAMORE CREEK MAYHEW CANYON ROAD 38+00.00 TO 47+00.00 OF 20 SHTS -' SEE ABOVE IFOR: v, FILE NO.93/ DATE: 1 JUN -2003 J.N. 13496 Fp4UF�40W,Y.1NE : so6' PROFILE SCALE: CR�SS',GUTt6B HORIZ: 1'_40, LT 1230 VERT: 1'=4' — LT 1230 47 48 49 50 51 52 53 54 55 56 57 ,Tl PROPOSEO H/W PIR S �IiA11C'' FLANS BEGIN G'AL' DIKE , -� •.,.„, °4SfN �F�T 1I 1 Q ss tY END O�� PROPOSED 20' WIDE SO EASEMENTTO HE MAINTAINED BY COUNTY OF RIVERSIDE CSA 152 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 1r1 CAU 11UN" EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN.CONTRACTOR TO CENTERLINE DATA T_ N0, DELTA OR BRG. RADIUS _ LENGTH m TANGENT T REMARK_ 1 N 16°51'25" W17n 43' 2� N 16°51'25" W� 19 25......_, ("3 23°30'19" GOO.00' 246.15' 124,83' a7G.00' (6 _ 20'41 37 15CO.001 216.70' 09.51, 196 3 M...... 16° 3n' 45" GOO.. 00, 194 i6'� 14' ,,.45976' AND MAYHEW CANYON ROAD six X,00 '00 111*� %� SCALP.: 1'= 40' 40 0 40 80 120 IUFUU.UU AGUL'S5 KUAU'A' CONSTRUCTION NOTES ..._ .... - CONSTRUCT 3 G i 3 V 200 A-6 1 (I CURB AND UTTER PER I I CO'U 7D TYPE �......,,. U ,TI I N AL R CU 51 0 ------ RUC T .P N 0.50 CLASS II N' ?UC' MEANDERING RING ID W P R V O (' A E SIDEWALK K E 1 D 4 4 CONSTRUCT PAVEMENT 0 33 AC 0 ' AS 2 5A ,,,,,� 5' CONSTRUCT 6" AC DIKE PER RIV CO STD 212 PROPOSED R/W -PROPOSED 1B'SD PER SEPARATE PLANS 40'EXTENDED - I "'\ PROPOSED..20'WIDE SO EASE PARKWAY ACCESS ROAD 'Ali -�—TO.BE&MAINTAINED BY COUNTY A �i - [i (,� I T i. A N (PRIVATE ROAD) , �� ""OF RIVERSIDE CSA 152 -.. ..-.....- FUTURE 20'ACCESS EASEMENT TO LEE LAKE CORRECTIONS NOT - - WATER DISTRICT. PRIVATE ROAD MAINTAINED aIONATURE: G \ BY OWNER UNTIL DEDICATED DIG ALERT nen COUNTY DP RIVERSIDE SEAL RICK ENGINEERING COMPANY BENCH MARK: �L SHEEi 1vv. 0E55' TRANSPORTATION DEPARTMENT p0FE55,0. 1V li COUNTY OF RIVERSIDE Pr A. Or �Yc PPROYBD BY, �O N. srrA. CFD STREET IMPROVEMENT PLANS 17 " uI m aI a TRACT NO 2!3320, CFD 2001-01 --- y CAU. No.0033950 p^ 9 .0033591- 'p ,__,I:..I.A. , =,::.6°. \. ;. xL „ k w. SEE SHEET SYCAMORE CREEK BEFORE 7/0 117 S -I i3 or Ex .6-30-06 /a Exp. 6-30-06 E, You DIC! DATE BY MARK HA A. 0TH N DATE: PREPARED UNDER THE DIRECTION OF: MAYHEW CANYON ROAD _PR. DATE {S S,S D {S I'} OF 20. SHTS UNDERGROUND ZSERVICE ( ALERT ENGINEER _ REVISIONS COUNTY �q� I `\\�D�p _ 03_ �r4r� 01p1v OQ\p �ROBERT �"STOCK70NN DTE, 03 47+00.00 TO 57+00.00 DESIGNED BY: R.C.O. DRAWN BY: S.S. CHECKED BY: R.A.S. ��--�"--- op cAUF SCALE: SEE ABOVE FOR: W.O. FILE N0. �y��'� e 051154 least 2 working days prior to excavating. RECOMMENDED BY. BOYLE ENGINEERING DAT R.C.E. NO. C033591 EXP. DATE /JJ p G:\d_13496\CFO_Street-fmp\496etrl7.do DATE 19 -JUN -2003 J.N. 13496 CURB DATA NO° _DELTA OR BRG, RADIUS _ LENGTH TANGENT _—REMARK — F2 76'5958 a7G.00' 176.77 3 N 16'yw WW .,... 124.43' ,,.45976' AA N 1f 5175 W 69?3 AC DIKI 5 2'13'34' 672 00 ?9 59 14 BO AC DIKE 391.221 202,ST _-'p 29'BA'G4' G^2,00' -- 324.7f 1f f.1T six X,00 '00 111*� %� SCALP.: 1'= 40' 40 0 40 80 120 IUFUU.UU AGUL'S5 KUAU'A' CONSTRUCTION NOTES ..._ .... - CONSTRUCT 3 G i 3 V 200 A-6 1 (I CURB AND UTTER PER I I CO'U 7D TYPE �......,,. U ,TI I N AL R CU 51 0 ------ RUC T .P N 0.50 CLASS II N' ?UC' MEANDERING RING ID W P R V O (' A E SIDEWALK K E 1 D 4 4 CONSTRUCT PAVEMENT 0 33 AC 0 ' AS 2 5A ,,,,,� 5' CONSTRUCT 6" AC DIKE PER RIV CO STD 212 PROPOSED R/W -PROPOSED 1B'SD PER SEPARATE PLANS 40'EXTENDED - I "'\ PROPOSED..20'WIDE SO EASE PARKWAY ACCESS ROAD 'Ali -�—TO.BE&MAINTAINED BY COUNTY A �i - [i (,� I T i. A N (PRIVATE ROAD) , �� ""OF RIVERSIDE CSA 152 -.. ..-.....- FUTURE 20'ACCESS EASEMENT TO LEE LAKE CORRECTIONS NOT - - WATER DISTRICT. PRIVATE ROAD MAINTAINED aIONATURE: G \ BY OWNER UNTIL DEDICATED DIG ALERT nen COUNTY DP RIVERSIDE SEAL RICK ENGINEERING COMPANY BENCH MARK: �L SHEEi 1vv. 0E55' TRANSPORTATION DEPARTMENT p0FE55,0. 1V li COUNTY OF RIVERSIDE Pr A. Or �Yc PPROYBD BY, �O N. srrA. CFD STREET IMPROVEMENT PLANS 17 " uI m aI a TRACT NO 2!3320, CFD 2001-01 --- y CAU. No.0033950 p^ 9 .0033591- 'p ,__,I:..I.A. , =,::.6°. \. ;. xL „ k w. SEE SHEET SYCAMORE CREEK BEFORE 7/0 117 S -I i3 or Ex .6-30-06 /a Exp. 6-30-06 E, You DIC! DATE BY MARK HA A. 0TH N DATE: PREPARED UNDER THE DIRECTION OF: MAYHEW CANYON ROAD _PR. DATE {S S,S D {S I'} OF 20. SHTS UNDERGROUND ZSERVICE ( ALERT ENGINEER _ REVISIONS COUNTY �q� I `\\�D�p _ 03_ �r4r� 01p1v OQ\p �ROBERT �"STOCK70NN DTE, 03 47+00.00 TO 57+00.00 DESIGNED BY: R.C.O. DRAWN BY: S.S. CHECKED BY: R.A.S. ��--�"--- op cAUF SCALE: SEE ABOVE FOR: W.O. FILE N0. �y��'� e 051154 least 2 working days prior to excavating. RECOMMENDED BY. BOYLE ENGINEERING DAT R.C.E. NO. C033591 EXP. DATE /JJ p G:\d_13496\CFO_Street-fmp\496etrl7.do DATE 19 -JUN -2003 J.N. 13496 PROPOSED 6' AC DIKE PROPOSED 61 - AC DIKE LT 1230 I� DELTA QR BRG ' RADIUS LENGTH TANGENT REMARK 5 � OSi 6 R6 ?8 600.00 PRO")SED TC 0 22' LT. o w �3639' -- LENGTH 10 13 I 10 600.00 '• 1 � EXIST —1 Ld o GROUND 0 CL 0 u CL 12304 9 ry m53.65, . 4 � a, �Ug�, PROPOSED w r X,f41 FS R CL o x`v 3'F t j P Ma w C PROP 8 p6� 22' RT S'`,S P� et1 'IP&.I 57 58 49' IN dxa 4qR<Y4 a4t }. ro9y4n .r ChUiI Ia � F(r THAS(' 2 e q.M�qala. �gar��RY a1tlP,b I s'Ilcn yrs e Y�14oTra ai7iVE`ii07 � NPW nia: f1, D.! i-IT,1 W aM' ExI iv ro+sAn' yNl! II ;a111Moln RN +I�NRA7. <➢Wa1P to kAlli MJji1 pN 11 rtA Ask (AE 19 { P@l T4 daF7tlik q®'F®"Afll �"jet WLfi'p yxalAuYekat W:FIP N lrng',k {'PAN°. £Pkt t0f rtAlM¢'NfJ t:rYl Arco Yxciw7AlAww A'3.NM P AhSVOW A r.f1AP9Yy4; f+FRMit 4 e�Aa roAP1 apyr.rsa6dH +✓1dY+>�;' iu1 t 1'l APoS s ¢Y4 d'YjZN,IIMp _. A, k 1�1+x loa R:a T11-naA Y isd Wart a 4'<1a; q46 A k+w.WF4{u ty L MAC t I €YI,A I MN 0 EMIINN6 NttANA°� zSAWift1 IIyNENEefTET1oNL1 &At BIPCYG B"; 1."£ 1 W4. VIE P0104 61NiENdiwN.C,tINY1RCI'I11V T64 KWravA1 0W 11at olm4f+',Bio„1,67. u�v PRGFILF SCALE: HCRIz. 1 =40' s VERT: 1' 4' 59 60 a 63 °96y 66 6 64 1 CENTERLINE DATA NO DELTA QR BRG ' RADIUS LENGTH TANGENT REMARK 1� 6 R6 ?8 600.00 72 69 �3639' -- LENGTH 10 13 I 10 600.00 107 02 —1 Ld (33 N 6dGF5PY l9i 46 m53.65, . 4 N 68 5p RB E i& 25 M ?9 ?4 11 60(1 00 31)f 97 157.46' (.. 6_ N 31 34'?f” F 301 62' MAYHEW CANYON ROAD 21)"IDEWAIK [ASMPNT PER IINAI„ MAP .,6 .w - AdY`EX9@IWP4'Y1 PRtIPo7�6D 6'SD ti ._..__.Y.__ PCR SLPLRATE PIANS DIG Alltt' 110't11ar. Y ro {H # Soo 111 'deYMl t bCYE,ISd,lttlt N17 i!^i8k`IT,F:. "4LM9M1'E ..x,va ��a S rreswxsN mktp�e N+�9d�}, u e8�3A' k1 h:+wmc 6MtaAk%A t.� M9:t;;.pe % 'A� j�rltt e a7�. � 'tpr'r�,"°p�f_. ck 8r RW A{ rR Y-DAl'F ;c a d INfIVY-- .... Rt V11tMd .. _ CC71PtTv a.' rrvlr- dflnY �� LT X170 CL 1170 RT 1170 SCALE: 1'= 40' O O CURB DATA 0 NO. DELTA OR DRG. RADIUS LENGTH TANGENT REMARK —1 Ld 17'09'40' 578.00' 173.12' 87.21' ®GONSi RYICT GUR RAAY ffR RIV GO STDdD3 G fA ��2� N 68'58'58'E 45.59' LJ N 68'5B'58'E 65.12' AC DIKE 4 3'3719' 578.00' 36.54' 18.28' AC DIKE 5 25'47'12' 578.00' 260.14' 132.31' _ F-61 _ N 39.34'27'E 301.62' 7 29'54'54'-622.00' _ 324.76' 166.17' — 8 8'51'52' 622.00' 96.23' 48.21' AC DIKE CJ Y4714' 622.00' 1 6283' 1 31.44' 10 N Gd'SB'58'E 110.71' 11 2T 24'31' 62°.00' 319.26' 163.23' �112j' N 3'9'34'27'E 1 301.62' �� LT X170 CL 1170 RT 1170 40'EXTENDED PARKWAY '".....'..'.�...-.--. SD ITL ANKEI' EASEMENT E4 LIC MAINTAINED BY COUNTY OF RIVERSIDE CSA 152.,.-.--.._-----....._-.� �...: COUNTY Of RIV@NsYON SEAL TRANSPORTATION DEPARTMENT VgoFESSI% RICK ENGINEERING COMPANY APPROVED BY- "'H'-""'.' Flux nix / Na. C03369IgL n.,ui..mxz: k. xx A. 61 DATE- •� � PREP�ED UNDER THE DIRECTION OF:A �? c;vl� p -�G� -71 } �� q U:'CAUF ROBERT A. STOCKTON DATE: PLAN w iCH xMARK- CFDSTREET IMPROVEMENT PLANS 18 0 29320 CFD 2001-01 SEE SPIFFY TRACT N SYCAMORE CREEK MAYHEW CANYON ROAD 57+00.00 TO 66+00.00 of 20 SHTS SEE ABOVE FOR:W.O. FILE NO_3£ 3� DATE: 19 -.!UN -2003 J.N. 13496 SCALE: 1'= 40' O O 40 0 40 80 120 0 092 F- CONSTRUCTION NOTES W0 CONSTRUCT CURB AND GUTTER PER RIV CO STD 20C TYPE A- 6 Z = Q CONSTRUCT MEANDERING SIDEWALK PER RIV CO STD 404 —1 Ld (3 CONSTRUCT PAVEMENT 0.33' AC ON 0.50' AB CLASS II U N 0 CONSTRUCT 6" AC DIKE PER AIV C STD 217 ~ ®GONSi RYICT GUR RAAY ffR RIV GO STDdD3 G fA 40'EXTENDED PARKWAY '".....'..'.�...-.--. SD ITL ANKEI' EASEMENT E4 LIC MAINTAINED BY COUNTY OF RIVERSIDE CSA 152.,.-.--.._-----....._-.� �...: COUNTY Of RIV@NsYON SEAL TRANSPORTATION DEPARTMENT VgoFESSI% RICK ENGINEERING COMPANY APPROVED BY- "'H'-""'.' Flux nix / Na. C03369IgL n.,ui..mxz: k. xx A. 61 DATE- •� � PREP�ED UNDER THE DIRECTION OF:A �? c;vl� p -�G� -71 } �� q U:'CAUF ROBERT A. STOCKTON DATE: PLAN w iCH xMARK- CFDSTREET IMPROVEMENT PLANS 18 0 29320 CFD 2001-01 SEE SPIFFY TRACT N SYCAMORE CREEK MAYHEW CANYON ROAD 57+00.00 TO 66+00.00 of 20 SHTS SEE ABOVE FOR:W.O. FILE NO_3£ 3� DATE: 19 -.!UN -2003 J.N. 13496 - PROPOSED- . TC 0 2,'.' LT LT 1160 ohs O 70'^ o LL RADIUS PROPOSED - .FSO CL ' O PROPOSED R/W 84.38' _. O iz CL 1160 ++ , 100.00' AC DIKE W= zN z l„ J W 67 2W _ C-) I� 540.00' U N 92.68' ❑5 3'18'41' 627.00' - - PROPOSED RT 1160 TC s 22'1 © 66 TO BE ABANDONED ROAD, PIPE EASEMENT PER INSTRUMENT No.92078 DATED 12-27-6D 1i P(.d 1 EXIST I1 / GROUND 0 EL / n L-54.9_ \ / / PROPOS TO 0 22'L P ED _o 93.72' '-\ 1 �' v \; r a?r vv POINT+moo 67+15.00 7 c PROPOSED TC 0: 22' LT o . IDENTICAL I ola - - - LT 1140 0 POINT PROFILE SCALE: QIP', HORIZ: 1'-40' VERT: 1'=4_ 67 68 69 70 71 72 73 74 PR,NOSED R/W PROPOSED 30'50 PER SEPARATE PLANS WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN-NCRAC PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSl1ED. _ CAUTION. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF THE DESIGN AND ACCEPTABILITY 'EXACT LOCATION OF EXISTING OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING UNDERGROUND FACILITIES IS AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNOWN. CONTRACTOR TO SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. .VERIFY IN FIELD. DIG ALERT CALL BEFORE t 61 Wit- c1LT S I`Al vaU uta DATE BY MARK 1-![0(1-227-2600 ENGINEER REVISIONS UNDERGROUND SERVICE ALER'C DESIGNED BY: R.C.O. PRAWN BY: S.S. Callat least 2 working days Pr)or to excavating. MAYHEW CANYON ROAD 233.47 TRA. ITIO .. ... _.__ 96.69:7 m SO BLANKET EASEMENT TO 40'EXTENDED ' BE MAINTAINED BY COUNTY PARKWAY OF RIVERSIDE CSA 152 _ PROPOSED 18'SD CONSTRUCTION NOTES PER SEPARATE PLANS OI CONSTRUCT CURB AND GUTTER PER R1V CO STD 200 TYPE A- 6 O CONSTRUCT CROSS GUTTER AND SPANDREL PER RIV CO STD 209 03 CONSTRUCT MEANDERING SIDEWALK PER RIV CO STD 404 O CONSTRUCT CURB RAMP PER RIV CO STD 403 CASE A 0 CONSTRUCT PAVEMENT 0.33' AC ON 0.50' AB CLASS 11 Oo INSTALL STREET NAME SIGN PER RIV CO STD 816 O CONSTRUCT 6" AC DIKE PER RIV CO STD 212 11 CONSTRUCT 6" TYPE D CURB PER RIV CO STD 204 (SEE DETAIL ON SHT 2) SCALE: 1'= 40' 128.95 72+26.55 L L CB CgMPg . FC 40 0 40 80 120 1W-21' V-4 0100=12.7 CFS SEF Sy�� H RogO 4� ryry 3s- 9 CENTERLINE DATA DELTA OR BRG. RADIUS LENGTH TANGENT REMARK m ' m 3 O1 N 39'34'27" E 734.38' Q 4 p D N 39"34'27" E255-60' S ti O3 22'49'50" 600.00' 239-08' 121.15' ' 11 8 `\ ry M Oq N 62"24'17" E 84.23' C44fp k4 sly'q 9 R04D AS -RUNT PLAN COR'n EC110N8 110TED 1127/0 PROPOSED R/W 66+84.38 ECR CURB DATA 1157.76 TO O BEGIN 6'AC DIKE RADIUS O TANGENT REMARK ' O PROPOSED R/W 84.38' � w N 39.34'27'E , 100.00' AC DIKE W= zN N 39'34'27'E W5, 67 2W u - 540.00' U N 92.68' ❑5 3'18'41' 627.00' 36.24' 18.12' © PR,NOSED R/W PROPOSED 30'50 PER SEPARATE PLANS WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN-NCRAC PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSl1ED. _ CAUTION. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF THE DESIGN AND ACCEPTABILITY 'EXACT LOCATION OF EXISTING OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING UNDERGROUND FACILITIES IS AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNOWN. CONTRACTOR TO SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. .VERIFY IN FIELD. DIG ALERT CALL BEFORE t 61 Wit- c1LT S I`Al vaU uta DATE BY MARK 1-![0(1-227-2600 ENGINEER REVISIONS UNDERGROUND SERVICE ALER'C DESIGNED BY: R.C.O. PRAWN BY: S.S. Callat least 2 working days Pr)or to excavating. MAYHEW CANYON ROAD 233.47 TRA. ITIO .. ... _.__ 96.69:7 m SO BLANKET EASEMENT TO 40'EXTENDED ' BE MAINTAINED BY COUNTY PARKWAY OF RIVERSIDE CSA 152 _ PROPOSED 18'SD CONSTRUCTION NOTES PER SEPARATE PLANS OI CONSTRUCT CURB AND GUTTER PER R1V CO STD 200 TYPE A- 6 O CONSTRUCT CROSS GUTTER AND SPANDREL PER RIV CO STD 209 03 CONSTRUCT MEANDERING SIDEWALK PER RIV CO STD 404 O CONSTRUCT CURB RAMP PER RIV CO STD 403 CASE A 0 CONSTRUCT PAVEMENT 0.33' AC ON 0.50' AB CLASS 11 Oo INSTALL STREET NAME SIGN PER RIV CO STD 816 O CONSTRUCT 6" AC DIKE PER RIV CO STD 212 11 CONSTRUCT 6" TYPE D CURB PER RIV CO STD 204 (SEE DETAIL ON SHT 2) SCALE: 1'= 40' 128.95 72+26.55 L L CB CgMPg . FC 40 0 40 80 120 1W-21' V-4 0100=12.7 CFS SEF Sy�� H RogO 4� ryry 3s- 9 CENTERLINE DATA DELTA OR BRG. RADIUS LENGTH TANGENT REMARK m ' m 3 O1 N 39'34'27" E 734.38' Q 4 p D N 39"34'27" E255-60' S ti O3 22'49'50" 600.00' 239-08' 121.15' ' 11 8 `\ ry M Oq N 62"24'17" E 84.23' C44fp k4 sly'q 9 R04D AS -RUNT PLAN COR'n EC110N8 110TED 1127/0 PROPOSED R/W >GqL COUNTY OF RIVERSIDE StHL BENCH MARK= 9�oP�S1p^w TRANSPORTATION DEPARTMENT �aEE55)a RICK ENGINEERING COMPANY kT vA A' °7' Ec APPROVED DY( <A' "Try, �"y � " San Oi.Tr, Iti�v�.id. f(nnp• 1'luraix 'I'w-xm No. C033950 Z / No.003359, Zm zm ary...n. SEE SHEET I T Exp. 6-30-06 _ f a E.p 6-30-06 NAL 0TH DATE( PREPARED UNDER THE DIRECTION OF, APPR. DATE js z} {3 z} COUNTY `?4 clw� �p °?q Of I. �p ' _ _- (0'19'03 :ra?., �`3 7F q"cdnF°� O RT A. STOCKTON DATE: SCALE- SEE ABOVE CHECKED BY: R.A.S. RECOMMENDED BYc 0071.E ENGINEERING IA Ee R.C.E. N0. C033591 EXP. DATE 6-30-06 H: V:_ CFD STREET IMPROVEMENT PLANS 19 TRACT NO 29320,CFD 2001-01 SYCAMORE CREEK MAYHEW CANYON ROAD g 66+00.00 TO 73+13.29 of 20 sHTs FILE NO.? -?I f, G A.13496`.Cf O-STreet.ImD\4965ir19.agn OATS: 19 -JUN -2003 -131S CURB DATA N0. DELTA OR BRG. RADIUS LENGTH TANGENT REMARK J IJ 39'34'27'E 84.38' Q2 N 39.34'27'E 100.00' AC DIKE ❑3 N 39'34'27'E 234.68' ❑4 19.31.10' 540.00' 163.97' 92.68' ❑5 3'18'41' 627.00' 36.24' 18.12' © N 62'24'17'E 11.37' 7 89.51.59' 35.00' 54.90' 34.92' RETURN ® N 39'34'2T'E 360.92' Q9 19'31'10' 660.00' 224.85' 113.52' 10 3'1B'40- 573.00' 33.17 16.56' 11 N 6 2'24'17'E 11.08' 12 1 90'08'01' :15.00' 55.06' 35.08' RETURN >GqL COUNTY OF RIVERSIDE StHL BENCH MARK= 9�oP�S1p^w TRANSPORTATION DEPARTMENT �aEE55)a RICK ENGINEERING COMPANY kT vA A' °7' Ec APPROVED DY( <A' "Try, �"y � " San Oi.Tr, Iti�v�.id. f(nnp• 1'luraix 'I'w-xm No. C033950 Z / No.003359, Zm zm ary...n. SEE SHEET I T Exp. 6-30-06 _ f a E.p 6-30-06 NAL 0TH DATE( PREPARED UNDER THE DIRECTION OF, APPR. DATE js z} {3 z} COUNTY `?4 clw� �p °?q Of I. �p ' _ _- (0'19'03 :ra?., �`3 7F q"cdnF°� O RT A. STOCKTON DATE: SCALE- SEE ABOVE CHECKED BY: R.A.S. RECOMMENDED BYc 0071.E ENGINEERING IA Ee R.C.E. N0. C033591 EXP. DATE 6-30-06 H: V:_ CFD STREET IMPROVEMENT PLANS 19 TRACT NO 29320,CFD 2001-01 SYCAMORE CREEK MAYHEW CANYON ROAD g 66+00.00 TO 73+13.29 of 20 sHTs FILE NO.? -?I f, G A.13496`.Cf O-STreet.ImD\4965ir19.agn OATS: 19 -JUN -2003 -131S No. Q100 VMAX ❑A 5.0 cfs 6.6 fps © 2.5 cfs 1.7 fp. © 2.5 cfs 6.1 fps I1-1IS PLAN FOR CONSIRU(,!!',X'd OF 18`)IORM I)RAIN ONI Y STRf_E f IMPROVEMENTS PIP SlHf t ? 4 OF )0 N_ OTE_, WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE U':Ttl All ENCROACHMENT PERMIT AND / OR A GRADING PERMIT HAS BEEN ]SS EO Rep ole engmr l sa ng thesedes is re bl t ary ynd acrepla6l y of the gn hereo the e e t of ed.tc s orsng after county apiblvI , d i st cb.n, IN p vale eng n:er shall be resoons ble for del Coo (y Ole solut un and revising the plans for approwl �y the Underground Service Alert — DIALW-4 TN/0 WORKING BEFORE DAYS BEFOREYOU DIGT�1 � 227 --- CLL 'RE 261»7 -_ _ ___ --------- PUBLIC SERVP„E BY UNDERGROUND SERVICE ALERT ENGINEER 5D STA 11+61. 151052.5] IE) ^^ c STA 11+11.35 CAMPBELL RANCH RO V � E?OSTCIL, OROUND 7 - ANHOLE /4 P R RCFC STD MH254 F Cw a (14 $�/L 155.90 ''+res a„ +o n; o w PROP. FS 0 SD C/L -� 58 11 FL 5 .41 FL L� ^ 355.90 `gym ffi+°n \,. R1M PROP. FS ® SD C/L HCL WS=1054.0 _. . _ W L7N5 1053.93 _ r_.:O.CA� HGL�SpA• S= E 18" RCF HYDRAULIC DATA ^ALTRANS I® 0.011 08Saw _ IYPE GMP® Q100=2.5 cfs �a NLET --t----- �� VMAX=1.7fps ,19 '� 16" 5R - C ` m - z s — i-0§0 --- i_�� 159.33 LF 18" RCP CLI 9S IVO N ° °' 1 ( ) `"� U HYDRAULIC DA16 _ 43.74 LF 18 RCP Q100= 2.5 cfs 118" RCP �FIYDRAULIC DATA (CLASS IV) (CLASS IV) VMAX= 6.1 fps QIOO=5.0 cfs VMAx= 6.6 fps NOTE: NOTE: PROFILE SCALE STORM DRAIN TO BE STORM DRAIN TO BE 1"= 40' HORIZ MAINTAINED BY R.C.T.D. MAINTAINED BY R.C.T.D. I_= 4 VERT 11+00 12+00 13+00 10+00 11+00 12+00 13+00 14+00 19- 00 20+00 --- --_ - SEAL COUNTY COUNTY OF RIVERSIDE SEAL - -.---- --- in� TRANSPO'"ATION DEPARTMENT pRavcssro\CIM CANTY ENGINEERING GROUP, INC. APPROVED BY: ��,° NPs s. r fF\ CIVIL ENGINEERING - PLANNING -- SURVEYING 2020 IOWA AVE. SUITE 102. P.O. BOX 52050, RIVERSIDE, CA 92517 N. C SC99J a� TEL (909) 683 - 5234 FAX (909) 683 - 5301 Exp 6 Jf. C6 HAL A._ A pA` - i Exp 09 30 05 * crviL *PREPARED UNDER THE SUPERVISION Or.. Ax24%10 �'2,2✓J_�D!(L%I� APPR A7E s'qr._ e�� Y-B-o'f S9,e fo"� Yj�,.«'� DAIF `�... Y fak CPI�f° R N DDBY:—B Y() LE ENGINEERING DATE— OF CP ---.._-___- REVISIONS COUNTY \�— THOMAS S. LOVE CONSTRUCTION NC T I L"_ ()!-I kNT1T ' EQSTI�I. ATES 0INSTAa 15' RCP (Nr! -s i) NSiAU. CA - Si BASINPER RW O'& GUF R PF a N 3 CONSTRUCT M.H.NSA PER CF i. L _ 3 vA'.YA © ¢EMOVE Ex1sT cAl-1rP>�i crtP 1�7T.&T 1 EA.J I A-< ULT PLAN CCRRECTIOIVB NOTE 'E-7 /us- SIONATURE BFNCHMARN: SEE SHEET 1 r� SCALE AS.S DAT: JU.1 200} m® � l t MS 3824 LP NC 010018_ COUNTY Of RRERSID TRACT ;t0 29320 CFD 2001--01 � g31 -J II