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962x_spp05 FF ry o m L N� L1 0 a_ F Uw STREET IMPROVEMENT PLANS PARCEL 4, P.M. BOOK 113/12-13 COUNTY OF RIVERSIDE, STATE OF CALIFORNIA FAZELI CELLARS U zDNOTE: 9=1s � j WORK CONTAINED WITHIN THESE FLANS _ > ASM """^^^^N"NO^^"`'`^ SHALL NOT COMMENCE UNTIL AN o DIAL ENCROACHMENT PERMIT AND/OR A TWO WORKING] GRADING PERMIT HAS BEEN ISSUED. U d BEFORE % ;� t��. DAYS BEFCRE � ; YO U DIG You DIG U she .vat= en ineer signing nm these Glans is for assuring the accuracy ac i P' 9 9'9responsible9 9 T TOLL FREE 1-800-227-2600 and acceptability of the design hereon. In the event of discrepancies arisingry Q G A �wBLIC SERVICE BY after county approval or during construction, the private engineer shall be MARK BY DATE SERVICE ALERT responsible for determining an acceptable solution and revising the plans for — — IV r UNDERGROUND S approval by the county. ENGINE -R JJ Til 096 AP1\J: 92/-530--J09 mom 200 100 0 c:, 2 IV/ AI /A W'� SCALE: 1"=200' UTILITY NOTIFICATIONS: AT LEAST 48 HOURS PRIOR TO GENERAL NOTES: CONTRACTOR SHALL NOTIFY; 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN UNDERGROUND SERVICE ALERT ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, WINERY DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY ALL OTHER AFFECTED UTILITIES COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS AND PERMIT AGENCIES MAY BE REQUIRED. 2. THE CONTRACTOR/DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEARING OF THE WORK RANCHO WATER DISTRICT AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. THIS INCLUDES 296-6900 UNDERGROUNDING OF EXISTING OVERHEAD LINES ALONG THE PROJECT FRONTAGE AS SOUTHERN CALIFORNIA EDISON REQUIRED BY THE CONDITIONS OF APPROVAL. PERMITEE MUST INFORM COUNTY OF 23811 WASHINGTON AVE, SUITE C110 THOMAS BROTHERS GUIDE CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: (951) 955-6790 FOR PERMIT CASES(CUP,PUP,PP OR VOLUNTARY CASES.) MURRIETA, CA 92562 T.8S, RAW., SEC 6 SBB&M CABAZON AND AREA WEST. PH: 951-239-3008 MAP PAGE 960, F5, 2006 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD FAX: 951-239-3122 N0. 816. EMAIL: SS.TESTING@AOL.COM 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY CONSTRUCTION TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST QUANTITIES EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. (j,. SF) CY_�-- 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO WS-**& LF INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE AV'3545�0 SF NO. 461. IF CONSTRUCTION CENTERLINE DIFFERS, PROVIDE A TIE TO EXISTING 1 EA CENTERLINE OF RIGHT-OF-WAY. PRIOR TO ROAD CONSTRUCTION, SURVEY MONUMENTS 6 CY INCLUDING CENTERLINE MONUMENTS, TIE POINTS, PROPERTY CORNERS AND BENCH MARKS SHALL BE REFERENCED OUT AND CORNER RECORDS FILED WITH THE COUNTY SURVEYOR 2 874&-e SF PURSUANT TO SECTION 8771 OF THE BUSINESS & PROFESSIONAL CODE. SURVEY POINTS DESTROYED DURING CONSTRUCTION SHALL BE RESET, AND A SECOND CORNER RECORD FILED FOR THOSE POINTS PRIOR TO COMPLETION AND ACCEPTANCE OF THE IMPROVEMENTS. 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING, 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 N0, 206 AND/OR NO. 207A, AS DIRECTED IN THE FIELD. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS 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. A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW TO THE PERMITS SECTION OR INSPECTION SECTION PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS FOR PARCEL AND TRACT MAPS SHALL BE TAKEN AND MAY TAKEN FOR PERMIT CASES BY THE COUNTY AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN 14 DAYS FOLLOWING PLACEMENT 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 RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 11. PRIME COAT IS REQUIRED PRIOR TO PAVING ON ALL GRADES IN EXCESS OF TEN PERCENT. 12. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 461 AND THE COMPREHENSIVE LANDSCAPING GUIDELINES (OLEA EUROPA-OLIVE). 13. STREETLIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 14. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTER -INE, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY COMPREHENSIVE LANDSCAPING GUIDELINES DATED OCTOBER 2009, 16. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 17. A. CONSTRUCTION PROJECTS MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE I-LIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN v oFOR THE SITE. B. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE eCOUNTY A COPY OF THE NOI WITH A VALID WDID NUMBER. <18. 0 THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS 66 a_ AND MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF o Lei < THE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON o THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER. L.J019. EXISTING STORM DRAIN PIPES / CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, < ADJUSTED, DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND /OR CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT. o ZD 20.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO APPLY TO Q UU RIVERSIDE COUNTY FLOOD CONTROL (RCFC) FOR PERMITS WHEN ANY STORM DRAIN PIPE J NEEDS TO BE CONNECTED WITH A RCFC FACILITY AND ADD PERMIT # ON THE PLAN. w J 21.FOR ALL DRIVEWAY RECONSTRUCTION BEYOND RIGHT—OF—WAY, PROOF OF DRIVEWAY OWNER NOTIFICATION IS REQUIRED PRIOR TO CONSTRUCTION. w z w z LLJ z U STREET IMPROVEMENT PLANS PARCEL 4, P.M. BOOK 113/12-13 COUNTY OF RIVERSIDE, STATE OF CALIFORNIA FAZELI CELLARS U zDNOTE: 9=1s � j WORK CONTAINED WITHIN THESE FLANS _ > ASM """^^^^N"NO^^"`'`^ SHALL NOT COMMENCE UNTIL AN o DIAL ENCROACHMENT PERMIT AND/OR A TWO WORKING] GRADING PERMIT HAS BEEN ISSUED. U d BEFORE % ;� t��. DAYS BEFCRE � ; YO U DIG You DIG U she .vat= en ineer signing nm these Glans is for assuring the accuracy ac i P' 9 9'9responsible9 9 T TOLL FREE 1-800-227-2600 and acceptability of the design hereon. In the event of discrepancies arisingry Q G A �wBLIC SERVICE BY after county approval or during construction, the private engineer shall be MARK BY DATE SERVICE ALERT responsible for determining an acceptable solution and revising the plans for — — IV r UNDERGROUND S approval by the county. ENGINE -R JJ Til 096 AP1\J: 92/-530--J09 mom 200 100 0 c:, 2 IV/ AI /A W'� SCALE: 1"=200' UTILITY NOTIFICATIONS: AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SHALL NOTIFY; OWNER: FAZELI VINEYARDS, LLC Q� UNDERGROUND SERVICE ALERT 1-800-227-2600 WINERY TEMECULA, CA 92590 ALL OTHER AFFECTED UTILITIES 1-800-227-2600 FAX: 951-676-7799 AND PERMIT AGENCIES EMAIL:bjQbjgd.com RANCHO WATER DISTRICT (951) 296-6900 SOUTH SHORE TESTING & ENVIRONMENTAL NO SCALE SOUTHERN CALIFORNIA EDISON CO. 1-800-227-26CO 23811 WASHINGTON AVE, SUITE C110 THOMAS BROTHERS GUIDE VERIZON 1-800-227-2600 SOUTHERN CALIFORNIA GAS CO. 1-800-227-2600 RIVERSIDE COUNTY TRAFFIC 1-951-955-6896 21 VINEYARD ARCFr L 2 \OF PVI 3/80-81 F-iE1\120\1\JV CP-LL,/\R 'OF, APN1, 927-640-003 PAf1Jrt -�1' OF P1\11 -1,6/89 II APIA, 927- 10D_JJ8 INDEX MAI SCALE: 1 "=200' ?�D_ RP% �\A l �T' 1> Qn PP24771 SITE lt� j,/1 APPLICANT & OWNER: FAZELI VINEYARDS, LLC Q� KEYWAYS 43089 BUSINESS PARK DRIVE --- QOR WINERY TEMECULA, CA 92590 PH: 951-699-9911 DE. FAX: 951-676-7799 EMAIL:bjQbjgd.com SOILS ENGINEER: VICINITY MAP APN: SOUTH SHORE TESTING & ENVIRONMENTAL NO SCALE 927-640-004 23811 WASHINGTON AVE, SUITE C110 THOMAS BROTHERS GUIDE MURRIETA, CA 92562 T.8S, RAW., SEC 6 SBB&M PH: 951-239-3008 MAP PAGE 960, F5, 2006 EDITION FAX: 951-239-3122 EMAIL: SS.TESTING@AOL.COM ESTIMATED' CONSTRUCTION NOTES QUANTITIES 01 *PLACE 6" AC PAVING OVER 14" CLASS II AGGREGATE BASE (j,. SF) CY_�-- O2 (EXISTING AC PAVING) SAWCUT 1' MINIMUM WS-**& LF O3 (EXISTING AC PAVING) TO BE REMOVED AV'3545�0 SF ® CONST. PRIVATE ROAD CONNECTION PER COUNTY STD. 803 1 EA © INSTALL 6" MIN. DEPTH OF COMPACTED 1" UNIFORM GRAVEL 6 CY ® (EXISTING AC PAVING) GRIND AND OVERLAY PER DETAIL ON SHEET 2 874&-e SF APJLW EX(A1C. 1/t LVc C i�'/'� C% �lfl &l2AC+' {' tZ t G'W�17 Vt0,3G? ' 5 or'd 22 SCFS3CFS / 21 / NOTES: 1. *REFER TO FINAL R -VALUE TESTING AND SOIL ENGINEER'S RECOMMENDATION FOR ACTUAL SECTION 2. ALL "COUNTY" REFERENCES REFER TO RIVERSIDE COUNTY. WWII 3. ALL EXISTING ITEMS SHOWN AND NOT SHOWN ARE TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. E® INS-rALL F Exe84E MARK€as CONTRACTORS: STREET TREES (20 EA) 1. PRIVATE AND PUBLIC UTILITIES AS SHOWN REFLECT AVAILABLE RECORD ARCJL 1 INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL LINES O rDIV 16/89 AFFECTING THIS WORK AND ANY DAMAGE OR PROTECTION TO THESE LINES. PRIOR TO N,�/ J �,C AP STARTING CONSTRUCTION OF THIS PROJECT, THE CONTRACTOR SHALL VERIFY THE 110' 55' 55' � a' COMPACTED SUBGRADE (PRE -CONSTRUCTION ro , Aul my 61PL61 1 �k EXISTING AC PAVEMENT BASE COURSE UkIIJ — L' AI3 III` RIVERSIDE COUNTY STD. 95 NO SCALE APPR.! DATE COUNTY R/W ( R/W EXISTING ELEVATIONS OF THE EXISTING MAINS WHEN MAKING CONNECTIONS AND UNCOVERING ALL EXISTING UTILITY LINES AFFECTING THIS WORK. IF A CONFLICT' IN LOCATION IS NOTED, THE ENGINEER MUST BE NOTIFIED BEFORE PROCEEDING.' 2. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING 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,' THE CONSULTING ENGINEER AND ALL PUBLIC AGENCIES HARMLESS FROM ANY AND ALL: LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF OWNER, THE CONSULTING ENGINEER. 3. UNAUTHORIZED CHANGES AND USES: CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE EASEMENT NOTES: PREPARER OF THESE PLANS. 1QPUBLIC RIGHT OF WAY DEDICATED PER INSTR. NO. 33647, MARCH 16, 1978, ACCEPTED PER LEGEND & ABBREVIATIONS: RESOLUTION NO. 2014-032, RECORDED APRIL 10, CL CENTERLINE 2014, PER INSTR. NO. 2014-0130930 R/W RIGHT OF WAY A2 EASEMENT FOR ROADWAY, PUBLIC UTILITY AND TC TOP OF CURB EQUESTRIAN PURPOSES PER INSTR. NO. 133483, FL FI_OWLINE RECORDED MARCH 15, 1981 FS FINISHED SURFACE FG FINISHED GRADE 0 EASEMENT FOR WATERLINE PURPOSE, H.P. HIGH POINT INGRESS/EGRESS TO WATERLINE PER INSTR. NO. L.P. LOW POINT nQ_7z71Fa Qf7_cTATCn Dc7p iNicTQ Nin G.B. GRADE BREAK BCR BEGIN CURB RETURN 11n' R/W ECR END CURB RETURN 'IECTION DE PORTOLA ROAD — PRC =9.5 STA: 8+9564 TO STA: 12 RIVERSIDE COUNTY STD. NO SCALE TECIENGHMMEHUNG CONS UILTAN S, IINQ LAND PLANNING, CIVIL ENGINEERING, CONSTRUCTION CONSULTANTS 29377 RANCHO CALIFORNIA RD, STE. 202, TEMECULA, CA 92591 *EEIE.PHONE 951— 76-1018 * FACSIMILE 951-676-2294 BY R.C.E. No. L% d a r _ : DATE fl, 'x•63 T. I. =9.5 95 R-VALUE=30 BENCHMARK: SD -6-11 3" DIA ALUMINUM DISK EL: 1264.70 SCALE: H: AS SHOWN V: AS SHOWN PVI POINT OF VERTICAL INTERSEC` BVC BE -GIN VERTICAL CURVE EVC END VERTICAL CURVE V.C. VERTICAL CURVE (LENGTH) C.B. CATCH BASIN F.H. FIRE HYDRANT F.P. FINISHED PAVEMENT EP EDGE OF PAVEMENT S.D. STORM DRAIN ETW )`DG `E OF TRAVEL WAY n SHEET INDEX: n ' n . SHEET 1 TITLE SHAT ,` f SE4U X MAP SECTIONS & NOTES SHEET 2 ....... PLAN AND PROFILE Fi f `) >E`°�I0R O ROAD SHEET 3 ....... PLAN AND PROFILE FOR DE PORTOLA ROAD P.P. 24771, AMD NO 2 I. P. No. 130038 SHEET COUNTY OF RIVERSIDE SCHEDULE 'E' STREET IMPROVEMENT PLAN & /j�PROF`ILE T)R PORTni.A RnQT) A FAZELI CELLARS IJ.N. (COUNTY AND VINEYARD 940.02 FILE NO. Lr -)U 0 r N z z Q� Qw Q Q NQ o � SCO L=270' w Cr Q U w TAPER C/) 1 1 v7� M w J 1 d W z T DE PORTOLA ROAD STA: 2+00.00 TO STA- +0 2a 0 4o a ; 12 _ U s :5F WS NATED j , lJ tbALE STRIPING NOTE: REFER TO STRIPING PLANS BY T.E.C., INC. FOR ALL EXISTING AND PROPOSED SIGNING AND STRIPING IMPROVEMENTS LINE AND CURVE DATA TABLE LINE #/ CURVE # LENGTH BEARING/DELTA RADIUS P pG6 „ 284 48 C8 2803.09{ 76°28'43" 2100.00 v ��ni..�i iivv rv�. v iivvy arvrrv.,vr i rvuivim O3 (EXISTING AC PAVI TO BE REM CONST. PRIVATE ROAD CON - N PER COUNTY STD. 803 ( CONST. CROSS GUTTER SPAND' ER COUNTY STD. 209 © INSTALL 6" MI PTH OF COMPACTED 1 IFORM GRAVEL 07 CONST. B ALE PER CALTRANS DETAIL EC -X (E NG AC PAVING) GRIND AND OVERLAY PER DETAIL ON 2 NOTES: *REFER TO FINAL R -VALUE TESTING AND SOILS ENGINEER'S RECOMMENDATION FOR ACTUAL SECTION 2. ALL "COUNTY" REFERENCES REFER TO RIVERSIDE COUNTY. 3. ALL EXISTING ITEMS SHOWN AND NOT SHOWN ARE TO BE o PROTECTED IN PLACE UNLESS OTHERWISE NOTED. NOTE: I g E / 'fi�Lz Cn z B RK: P.P. 24771 AMD NO 2 I.P. No. 130038 SHEET NO. o �.t °�°I'IC��JII� �� WORK CONTAINED WITHIN TH'-S PLANS L� a,yS[j pn�Q ,�'essr SD -6-11 ���� nr kyr rulttn� ...-- - PR TEC1RNG1IN3E=NGM COUNTY OF RIVERSIDE�_.._.-..� / �FO��Y D, y� >[ „ F __ _ ___ 3 DIA ALUMINUM DISK 2 DIAL F R DAYS SHALL NOT OMMLNCE UNTI_ AN r SCHEDULE 'E' A', ENCROACHMENT PERMIT AND OR A y o Q0N0ULTA=S HNQ✓ v ¢ YOU DIG _... y z Z EL: 1264.70 STREET IMPROVEMENT PIAN PROFILE r GRADING PFRMIT HAS BEEN ISSUED. w No. 43982 r^ FO E DE PORTOLA ROAD = o YOU DIG * * LAND PLANNING, CIVIL ENGINEERING, CONSTRUCTION CONSULTANTS W i U > I The private engineer signing these plans is responsible for assuring the accuracy � — - - � S 2937 RANCHO CALtFORNI RD, STE, 202, TEMECULA, CA 92591 + .F OF SHTS z OLL FREE 1 800-227-2600 and acceptability of the design hereon, in the even{ of discrepancies arising 9 C * L P ONE 1-676 1018' * FACSIMILE 951-676-2294 * STA: 2 00 • 0� TO STA: 8 00. 00 _ _ FOR: J.N. COUNTY �0 V1 \�P- R.C.E. No. 43982 FAZELI CELLARS Q A PUBLIC SERVICE BY i after county approval or during construction, the private engineer shall be r�,ARdBY DATE APPR. DATE CAt PREPAR BY;/ NLE A P.E.,',S.D. / CJI. <C UNDERGROUND SERVICE ALERT responsible `or determining an acceptable solution and revising the plans for - REV'SIONS ; s - m f :� SCALE: Cjc 0.(�2 FELE N(D, , l approval by the county. EtiGiNEER i COUN Y P ��T DATE 1 29 2014 H: AS SHOWN V: AS SHOWN AND VINEYARD P :t 8 9 0 - He, IN E Ln `(EX. 3_6. WATERLINEP"'i EQUESTRIAN PURPOSES PER INSTR. NO. 133483, a- RECORDED MARCH 15, 1981 LUL, w4zli� ;T R ING STRIPING PL OP 3Y )T I PROPOSED - ------ ---- < F 1% (,EX-. FENCE) 3 EASEMENT FOR WATERLINE PURPOSE, NS BY A U) STRIPING NOTE: REFER TO STRIPING PLA (EXIST DWY) T,E.C., INC. FOR ALL EXISTING AND PROPOSED INGRESS/EGRESS TO WATERLINE PER INSTR. NO. L�j C:, (EX. 30" WATERLINE)- nQ 774-71rg QF- CZTAT�7n 017P INIQTQ Nlr) JEXISTING A, 18,± SIGNING AND STRIPING IMPROVEMENTS < < Cr) AN V�,TION)­A n 0 - + 36" WATERLINE) CONSTRUCTION NOTES LINE AND CURVE DATA TABLE < —7 LLJ *PLACE 6" AC PAVING OVER 14" CLASS II AGGREGATE BASE BEARING/DELTA us X. FENCE)`A- 00 >- LO LINE/ CURVE. # LENGTH RADIUS (�) (EXISTING AC PAVING) SAWCUT 1' MINIMUM LLJ < > + (EX. WATER C 1 o.r#3' -71'2 35.00 (EXISTING AC PAVING) TO BE REMOVED RAPPERTANANCE TYP.) C111 17 41'26" 35.00 CONST. PRIVATE ROAD CONNECTION PER COUNTY STD. 803 Z Lj V) L� Q C2 65.17 106' fIll-r-FE-0 �MAklMnlr-1 0 0 00 T, QR999 R seHNTY S+E) 2E)9 0 CD 0 a- ------ 0 22 C9 & 3 4 a - Li INSTALL 6" MIN. DEPTH OF COMPACTED 1" UNIFORM GRAVEL + C/) 00 GONG+. B�%WAirE PER SAI=+RANS 13E+Af�: Ee X <a - LC) Cn CD JP 11\ml C + (EXISTING AC PAVING) GRIND AND OVERLAY PER DETAIL ON SHEET 2 0 j2� I Wr 9�4 < &vjL14T. VALVE CAFICM4 -ro 6KAver m c cntiv rw- < _ PIVI is/B_9 Lr) NOTES: 1. *REFER TO FINAL R -VALUE TESTING AND SOILS Lj U, F1 -\, 9 7 0 08 C8 ;6-2843 ENGINEER'S RECOMMENDATION FOR ACTUAL SECTION P 12100.00 0 1 40 20 40 80 120 DE PORTOLA ROAPBUILT A, "E 2. ALL "COUNTY" REFERENCES REFER TO RIVERSIDE COUNTY. L) L 1 75.00�N33°s�6�323 ALLEXISTING ITEMS SHOWN AND NOT SHOWN ARE TO BE STA: 8+00.00,,"TO STA: 18+00.00 TLnI D-'�PLACE UNLFSS OTHERWISE NOTED. < Tc -3 ie-P�,,�ECTIONS N 150.00 N37-25',WE 10 CTE OLE- MARWfIQ ­�, I , � a� jor� 2 r JL_ f SCALE: 1"=40' 0 I.P. No. 130038 SHEET N0.0 NOTE: 111-1�1'mr la&—e-z2 �4x� WORK CONTAINED WITHIN THESE PLANS A� -6-11 COUNTY OF RIVERSIDE 0 SID Uj C-) v- D > SHALL NOT COMMENCE UNTIL AN TEC 00NSVJ1,TANT0, ]1 3" DIA ALUMINUM DISK SCHEDULE 'E' 3 0 0 -4 ENCROACHMENT PERMIT AND/OR A F' : 1264.70 qTpr'rT 1"P1?r)1117"PAJT PLAN AP PROFILE F' L)I/AL IWO WORKING GRADING PERMIT HAS BEEN ISSUED. U < VISED -ro BEFORE DAYS BEFORE YOU D YOU DIG CJ LLJ > The private engineer signing these plans is responsible for assuring the occirocy 0 TOLL FREE 1-800-227-2600 and acceptability of the design hereon. In the evert of discrepancies ariong z Of < A PUBLIC SERVICE By after county approval or during construction, the privo,,e engineer shall be MARK I BY DAT _j t UNDERGROUND SERVICE ALERT responsible 'or determining on acceptable solution, and revising the plans for ENGINEER 0- < I �,A REVISIONS C C� w No. 43982 LroteA17.S LAND PLANNING, CIVIL ENGINEERING, CONSTRUCTION CONSULTANTS 29377 RANCHO CALIFORNIA RD, STE. 202, TEMECULA, CA 92591 CIV ±�E N � E , 4 951-6Z6 1018 * FACSIMILE 951-676-2294 DE PORTOLA ROAD STA: 5+00.09 TO STA: 18+00.00 1OF 3 FOR: FAZELI CELLARSJ-NI COUNTY 47 OXA, SCALE: � H: AS SHOWN V: AS SHOWN AND VINEYARDJ9O02 FILE NO.