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HomeMy WebLinkAboutParcel Map 28809 Street Improvement - Solana WayGENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY ROAD DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATED 1988, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 2. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS WITH UNDERGROUND SERVICE ALERT AT 1-800-422-4133 AT LEAST TWO (2) WORKING DAYS PRIOR TO ANY EXCAVATION. 3. ALL PAVEMENT SECTIONS ARE AT MINIMUM REQUIREMENTS. USE RIVERSIDE COUNTY STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 4. DUST CONTROL SHALL BE MAINTAINED AT ALL TIMES, BY WATER OR OTHER APPROVED METHODS. 5. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 6. EQUIPMENT AND MATERIALS SHALL BE STORED IN A NEAT AND PROTECTED MANNER. 7. THE CONTRACTOR WiLL CONDUCT HIS OPERATIONS AS TO OFFER THE LEAST POSSIBLE OBSTRUCTION AND INCONVENIENCE TO PUBLIC TRAFFIC, AND HE SHALL HAVE UNDER CONSTRUCTION NO GREATER LENGTH OR AMOUNT OF WORK THAN HE CAN EXECUTE PROPERLY. ON EXISTING ROADS, TRAFFIC SHALL BE PERMITTED TO PASS THROUGH THE WORK AREA WITH AS LITTLE INCONVENIENCE AND DELAY AS POSSIBLE. 8. EXISTING TRAFFIC SIGNALS AND LIGHTING SYSTEMS SHALL BE KEPT IN OPERATION FOR THE BENEFIT OF THE TRAVELLING PUBLIC, AND TO MINIMIZE ANY INTERFERENCE WITH ROUTINE MAINTENANCE OF EXISTING SYSTEMS DURING WORK IN PROGRESS, 9. WHENEVER THE CONTRACTOR'S OPERATION CREATES A HAZARDOUS CONDITION 'TO TRAFFIC OR TO THE PUBLIC, HE SHALL FURNISH, AT HIS OWN EXPENSE, SUCH FLAGMEN AND GUARDS AS ARE NECESSARY TO GIVE ADEQUATE WARNING TO THE PUBLIC OF ANY DANGEROUS CONDITIONS. HE SHALL ALSO FURNISH, ERECT AND MAINTAIN SUCH FENCES, BARRICADES, LIGHTS, SIGNS, AND OTHER DEVICES NECESSARY TO PREVENT ACCIDENTS AND INJURY TO THE PUBLIC. THE NUMBER, LOCATION AND PLACEMENT OF FLAGMEN, GUARDS AND TRAFFIC CONTROL DEVICES SHALL BE REVIEWED AND APPROVED BY THE CITY ENGINEER. 10. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS WILL BE PROTECTED OR SHALL BE REFERENCED AND RESET, PURSUANT TO BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT). 11. WHERE NEW A.C. PAVEMENT JOINS EXISTING PAVEMENT, SAWCUT TO A NEAT EDGE. THE SAWCUTS MUST BE PERPENDICULAR, PARALLEL OR RADIAL TO THE ROADWAY CENTERLINE. 12• ALL EXISTING STREET SIGNS, ROADSIDE MARKERS, ETC., SHALL BE PROTECTED AND/OR REPLACED IN KIND TO THE CURRENT COUNTY STANDARD PLANS AND CURRENT TRAFFIC MANUAL. 13. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: WATER, SEWER, GAS, ELECTRIC, CABLE T.V., TELEPHONE, AND DRAINAGE. 14, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES REQUIRING RELOCATION AS INDICATED ON THESE CONSTRUCTION DRAWINGS. PERMITTEE MUST INFORM CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, PHONE: (714) 694-6411. 15. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR iS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITY LINES, INCLUDING ANY OTHER LINES NOT SHOWN ON THESE PLANS OR NOT OF RECORD. 16.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE CITY OF TEMECULA ENGINEERING DEPARTMENT FOR AN ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. 17. APPROVAL OF THESE PLANS BY THE CITY OR BY ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER OF THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 18. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 33, AS AMENDED BY RIVERSIDE COUNTY ORDINANCE 93-04. 19. ALL GTE, SCE, AND SCG FACILITIES WILL BE RELOCATED OR MODIFIED BY THE RESPECTIVE UTILITIES OR THEIR APPOINTED REPRESENTATIVES. 20. ALL WATER RELATED WORK SHALL BE DONE IN ACCORDANCE WITH THE RANCHO CALIFORNIA WATER DISTRICT STANDARDS AND SPECIFICATIONS. 21. ALL SEWER RELATED WORK SHALL BE DONE IN ACCORDANCE WITH THE EASTERN MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS. 22. ANY SERVICE SHUT DOWN SHALL BE DONE AT NIGHT. PRIOR TO ANY SHUT DOWN, THE CONTRACTOR SHALL NOTIFY THE DIRECTOR, ENGINEER, CUSTOMER, FIRE DEPARTMENT, RANCHO CALIFORNIA WATER DISTRICT, AND ALL OTHERS AFFECTED BY THE SHUT DOWN A MINIMUM OF THREE (3) WEEKS IN ADVANCE. 23. EXISTING PAVEMENT SECTION ON YNEZ ROAD IS 0.45' A.C./O.70' A.B. PER AS -BUILT PLANS PW 92-05. f � � Contractor Inspector Date canpiat«d RECOMMENDED r �J�i,. • DATE: t A. i. : a DIRECTOR OF PUBUC WORKS/CITY O 48279 r SIGNING 4 INSPECTION STRIPIRG NOTES L NO STRIPING, SIGNING OR PAVEMENT LEGENDS MAY BE DONE PRIOR TO FIELD i APPROVAL BY THE INSPECTOR. 2. ALL PAVEMENT MARKINGS i SIGN LOCATIONSi AND APPROVED BEFORE STRMATCHSTRIPING SHALLIPING DETERMINEDBE BY i. 3. ALL RIS iSIGNS SHALL USE HI -INTENSITY WARNING GRADE REFLECTIVE SHEETING ENGINEERINGAND SHALL BE MINIMUM 30"X30". OTHER REGULATORY OR GUIDE SIGNS MAY BE GRADE OTHERWISE4. UNLESS STATED, «Py y BTERMINATE CURBACK F ING WILL DELTA OF THE CURB RETURN OR THE THE CROSSWALK OR STOP BAR. 5. ALL RI'S WILL BE LOCATED AT B.C.R OR AS SPECIFIED PER PLAN. 6. STOP BARS WILL BE LOCATED AT THE PROLONGATION OF THE CENTER DELTA OF THE RETURN OR BEHIND THE WHEELCHAIR ACCESS RAMPS is AS SPECIFIED PER PLAN, 7. THE O} LEGEND SHALL BE a FEET BEHIND THE STOP BA DIRECTIONAL AR}i IF REQUIRED, i s i• OR i STOP T. ALL PAVEMENT STRIPING MARKINGS SHALL CONFORM TO THE CALTRANS STANDARD iTHROUGH A24-0. INTERSECTIONSSTREET NAME SIGNS $HALL BE INSTALLED AT ALL i MAY , INSTALLED ABOVE THE RVS OR AS SPECIFIED PER PLAN. EQUAL10. ALL SIGN POST MATERIAL SHALL BE *TELESPAR OWK-PUNCH SIGN POST' OR APPROVED 1• f INCH ANCHOR ASSEMBLY.11ALL PAVEMENT STRIPING INSTALLED USING TRAFFIC LANE MARKING PAINT INSTALLEDMUST BE PER CALTRANS STANDARD iN MANUAL SECTION « 12. ALL PAINTED 1 PAVEMENT STRIPING i LEGENDS •i DOUBLE COATED I i LESS THAN 7 DAYS, 1, i • MORE DAYS ... DATE ai«• • f ON PUBLIC13. ALL PAVEMENT LEGENDS, LIMIT LINES, CROSSWALKS, LINES 8" AND WIDER, AND ARROWS, SHALL BE THERMOPLASTIC UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF WORKS. OWNER ARGONAUT HOLDINGS 515 MARIN STREET THOUSAND OAKS, CA 91360 MCE CONSULTANTS 1100 S. COAST HWY., #211 LAGUNA BEACH, CA 92651 PH: 949-376-6407 CONTACT: JOHN ARVIN SOILS SOUTHWEST 897 ViA LATA, SUITE N COLTON, CA 92324 PH: 909-370-0474 CONTACT: MOLDY GUPTA CONTRACTOR AGREES TO 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 AND THE ENGINEER 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 THE OWNER OR THE ENGINEER. EXISTING UNDERGROUND STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND PIPES OR CONDUITS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, THE CONTRACTOR IS REQUIRED TO TAKE THE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LiNES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PiPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL LOCATE ALL UTILITIES BEFORE CONSTRUCTION. PURSUANT TO ASSEMBLY BiLL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE FOLLOWING IS PERFORMED: 1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY I.D. #y_ 2THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN tQUIRY I.D. # FROM UNDERGROUND SERVICE ALERT AT LEAST WORKING DAYS PRIOR TO THE COMMENCEMENT EXCAVATION. DATE TE BY REVISIONS AIT CC' BENCH MARK GALE 3/1 KfUA AMM DEDICATED tEt? HAlY7 10 AI ( "` t''/T -- DATE: 9/30/87 ELEV.: 1007.337 2 1/2" ALUMINUM DISK STAMPED T-32-81 Horlaont< At the intersection of Rancho California Road and N/A Front Street, 96't Southwesterly of Front Street, 2W± Northwesterly Rancho California Road, in approx Vertical -" i -- tmnA*of Northerly 31dewolk of bridge over Temecula River, flush with sidewalk. Also 3Z:k Southwesterly N/A ..s _:....... ......a ,.s ,.a.._a�,.,,,.,a .......... As :,..:.s.._ aim. e e wa.ly - 12"W _ JOIN AD AG APWA BLDG. C.B. CA C&G C.L. C.O. CONE, COT DWY, ELEC. E.P. F.F. F.H. F.L. F.S. G.B. H.C. N.P. INV. IRR. L.P. M.H. PCC P.P. R.D. R.O.W. S SD ST. T.C. TEL. T.G. T.F. T.W. S 11111441111 i ­11 11111 '- =117-1mr-11111= ''' a I Ilk PARCEL MAP NO. 28809 SOLANA WAY & YNEZ ROAD CITY OF TEMECULA PROPERTY UNE GRADING/PERMIT LIMITS EASEMENT LINE FUTURE STREET RIGHT-OF-WAY SURROUNDING PROPERTY LiNE EXISTING CONTOUR EXISTING SPOT ELE:VA'RON FLOW LINE EXISTING UTILITY LINE (TYPE AND SIZE AS NOTED) JOIN LINE CURB AND GUTTER CURB ONLY STREET LIGHT VALVE FIRE HYDRANT NEW A.C. PAVING NEW CONCRETE AGGREGATE BASE ASPHALT CONCRETE AMERICAN PUBLIC WORKS ASSOCIATION BUILDING CATCH BASIN CHAIN LINK CURB & GUTTER CENTERLINE CLEANOUT CONCRETE CITY OF TEMECULA DRIVEWAY ELECTRIC EDGE OF PAVEMENT FINISHED FLOOR FIRE HYDRANT FLOWLINE FINISHED SURFACE GRADE BREAK HANDICAP HIGH POINT INVERT IRRIGATION LOW POINT MANHOLE PORTLAND CEMENT CONCRETE POWER POLE ROOF DRAIN RIGHT OF WAY SEWER STORM DRAIN STREET TOP OF CURB TELEPHONE TOP OF GRATE TOP OF FOOTING TOP OF WALL SEWER WATER WATER METER U11FBY: W.V. p1tCf ESSt0,, < M a AM" LOPMENT GEMENT GROUP, INC.Cade N. - Suite B Teffte* C kif ie 9259B TARRY R. MARKHAM M-36 R (951) W3476 FAX No. 30657 Exp. 3/31/i6 CVIL M, R.C.E. No. 30657 DATE SEAL: QR®FESS}4N FdN esigned By Drawn By Checked By 9 y�ce��'oNK AR%iy "JA TEC, BHC RAM Plans Prepared Under Supervision Of C-53059 xi J� Y Z Exp. 8-30-99_ _ Date ARVINR.E.iV1�.53059 6/30/99 No. _..___- - Expires SAWCUT EXISTING AC 4e REMOVE « CONSTRUCT«CURB TYPE OD* PER GOT Sm. 204 ,. CONSTRUCT % DEEP LIFT AC i r 4CONSTRUCT DRIVEWAY i r , CONSTRUCT«PCC r 3COT STD,i CONSTRUCTi « LANDSCAPEINSTALL y r EXISnNG STRIPING DOUBLELAST) it r( DETAILCONSTRUCT STRIPING CALTRANS .rr. DASHEDCONSTRUCT SINGLE MITE STRIPING PER CALTRANS DETAIL r,« THERMOPLASTIC DIRECTION ARROW, TYPE IV COCONSTRUCT OPLASTIC SINGLESOLID WHITE STRIPING PER CALTRANS DETAIL 381 6011 REMOVED . •, I SOLIDCONSTRUCT SINGLE r i DETAILREFLECTIVE MARKERS PER CALTRANS ra INSTALL R-7 SIGN & TYPE K MARKER AND PAINT MEDIAN, PER i TRAFFIC DIVISION POLICY NO. y: CONSTRUCT► YELLOW STRIPING NTH REFLECTIVE MARKERSy ALONGD : PER CALTRANS DETAIL INSTALL } SIGN PER CALTRANSr INSTALL RIGHT TURN ONLY SIGN PER CALTRANS t INSTALL ONE , .. y . r CABLE: INLAND VALLEY CABLE 27684 COMMERCE CENTER DRIVE TEMECULA, CA 92390 (714) 766-4270 ELECTRIC: SOUTHERN CALIFORNIA GAS COMPANY 26100 MENIFEE ROAD ROMQLAND, CA 92380 (714) 928-8270 GAS: SOUTHERN CALIFORNIA GAS COMPANY P.Q. Box 3003 REDLANDS, CA 92373-0306 (800) 443-3466 SEWER: EASTERN MUNICIPAL WATER DISTRICT 440 E. OAKLAND AVENUE HEMET, CA 92343 (714) 766-1880 TELEPHONE: AT & T 200 NORTH "D" STREET SAN BERNARDINO, CA 92401 (714) 381-7380 GTE 120 E. 3RD STREET PERRIS, CA 92570 (714) 657-7622 WATER: RANCHO CALIFORNIA WATER DISTRICT P.O. BOX 174 TEMECULA, CA 92590 (714) 676-4101 RECOMMENDED BY: DA-TE: ACCEPTED BY: DATE: DEPUTY DIRECTOR OF PUBLIC WORKS RONALD J. PARKS 39744 9/30/01 R.C.E. Na.�y Expires _ I VICINITY e DELTA ADDITION OLIANTTIES338 LF, m 277 Lf' 2,442 SF 834 SF AS SHOWN 338 LF` 2 EA 148 LF 338 Lf' 2 EA SaV N� o y►P� uA SHEET 1 TITLE SHEET SHEET 2 TYPICAL STREET SECTIONS SHEET 3 STREET IMPROVEMENT PLAN - SOLANA WAY SHEET 4 STREET IMPROVEMENT PLAN - YNEZ ROAD SHEET 5 SiGNiNG & STRIPING PLAN - SOLANA WAY SHEET 6 SIGNING & STRIPING PLAN - YNEZ ROAD CONSTRUCTION NOTES AND QUANTITIES CONTINUED r y « Nmi INSTALL NO LEFT TURN SYMBOLr ► 'RELOCATE EXISTING ONE WAY e, PLACEGRAVEL . r, GRADIENT r _ SIDE OF LANE CLOSURE:0► CIVIL ENGINEERING LAND SURVEYING 1100 S. COAST HWY., #211 LAGUNA BEACH CA 92651 PH: 949-376-6407 ARViN, RCE 53059 DATE FAX: 949-376-6417 CITY OF TEMECULA DEPARTMENT OF C STREET r PARCELOVEMENT PLANS ;M : 8.1 ... SOLANA WAY AND YNEZ 1. 1TITLE SHEET a Ii •'E Contractor 2 Inspector 1+ Date OaMptoted H 110. 1 55° 55' 48' 414� 48' 1' JOIN EXIST 7' 7' V JOIN EXIST Mo] RECOMMENDED BY: DATE: ACCEPTED w.s DATE: P AS W. GARCIA DIRECTOR OF PUBLIC WORKS/CITY 'ENGINEER R.C.E. NO, 48279 In REVISIONS 10M M 3 V JOIN EXIST I M. a 43' z 1.7% qffftWW==== ======= = TYPICAL STREET SECTION - SOLANA WAY STA 12+79.00 TO STA 13+59.00 H TYPICAL STREET SECTION - YNEZ ROAD STA 79+76.00 TO STA 80+94.00 DELTA REVISION BY: MARKHAM DEVELOPMENT MANAGEMENT GROUP, 41635 F.,iier)rise Cirme N. - Suite B Teiiecm, California 92Y (9il) ?96-3466 11 IMI) 296-3476 FA/, R-f'i MARKHAM, R.C.E.No. -�0657 DATE ,AR - BENCH MARK SEAL: OfEssi 'D�,�d �-4y-/'��-T SCALE LIE t% As? JA __Dr TEC, BHC DATE: 9/M/87 ELEV.: 1007.337 2 1/2- ALUMINUM DISK STAMPED T-32-81 Horizontal Plans Prepared Under Supervision Of At the intersection of Rancho California Road and 1"=40' 0 C-53059 Exp. 6-30-99 A�� WARVIN, I /0� Front Street, 96*1; Southwesterly of Front Street, t' — ?N Date 2V± Northwesterly Rancho California Road, in approx Vertical cut P.E. center of Northerly sidewalk of bridge over Tem Temecula Cjvl�-gp Rim, Rush with sidewalk. Also &b Southwe=e y dy 't OF C&O R.C.E. No, 53059 Expires 6 of slonal cost at Northwest comer of bridge. — LARRY R. MARKHAM plc, 30657 Exp, 3/34/16 I ML I C 81' 43' 1' LOIN EXIST 7' 7' 1' JOIN EXIST TYPICAL STREET SECTION - SOLANA WAY STA 16+06.00 TO STA 17+73.00 op AV RECOMMENDED BY: 4*44�r-- DATE: s® �,r ACCEPTED BY: DATE: ff DEPUTY DIRECTOR OF PUBLIC WORKS RONALD J. PARKS R.C.E. No------197�44 Expires 9/30/01 a ARVIN, RCE 53059 am CIVIL LAND SURVEYING 1100 S. 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I �"�O- 1 I � � __ , I , :1� I I � 31 -1 il " + ­_ � I � I �, - F ; I I I ­ - - - i - I =' 4- � -t I t =t �__ L:i__= __ � __ � I � - _1_ __ t - : __ � r _L_ _4Z - _v - I I I __ - 4�_�, _T I -I-- 1_'1_1 1_1 I— r� __� - w6w _ � - _11- 11+00 12+00 13+00 15+00 16+00 17+00 18+00 CONSTRUCTION NOTES (a) SAWCUT EXISTING AC 0_14*" REMOVE E)as-nNG AC/AB /1;,`% CONS1RUCT 12� WIDE DEEP UFT AC U4 (5) INSTAII 0.45 A.r./ft`70' A,R. 0 DATEI BY REVISIONS DATEJACC' BENCH MARK ___ - SCALE SEAL: qz� okoF E S S I Designed By I Drawn By I Checked By - __ . Drawing No. � _____ \3j% A R � e, --- RECOMMENDED BY: DATE �q Contractor- - DATE: 9/30/87 ELEV.: 1007.337 �. I JA I TEC, BHC I RAM : --,(1Z5-VM C1 TY OF 'TEMECULA DEPARTMENT OF PUBLIC WORKS W 2 1/2- AWMINUM DISK STAMPED T-32-81 Horizontal I 0 Plans Prepared Under Supervision Of / / ______ - - M W M ` - :t 01 M X BY: ____ ____ DATE: - -��, � / 1� STREET IMPROVEMENT PLANS � 2 Inspector _____ At the intersection of Rancho California Road and 1 "=4 C-53059 ACCEPTED _1 Exp. 6-30-99 4�m 7�6� _��_& __ , C-3 '' "' Front Street, 96'± Southwesterly of Front Street - "___"P*___ Date Irp - Z Z 7: -?&_--- DEPUTY DIRECTOR OF PUBLIC WORKS �__ "I ,It 11 PARCEL MAP NO. 28809 � 29'± Northwesterly Rancho California Road, in appro Vertical RONALD J. PARKS 1 17 center of Northedy sidewalk of bridge over Temecula Cfvl�_ N ARVIN, P.E, I 9 I 1� I Dchl CONgeted ____ - 01 - I River, flush with sidewalk. Also 32 1± Southwesterly 1 11= 4' 1 of es R.C,E. No, - 53059 6/30/99 19744 9/30/01 1 I I of signal post at Northwest comer bridg - Expires - R.C.E. No_ ____ Expires � 1, 1 . I � 'STREET PLAN/PROFILE - CENTER MEDIAN I Sheet 3 of 6 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �, 7-A % JN 24.0 �-) C t } G CONSTRUCTION RECORD Contractor — Inspector Me Completed I 0 2t'09—�- 100, TYP. I 1.09 TE BY REVISIONS DATE CC' BENCH MARK SCALE SCALE DATE: 9/30/87 ELEV.: 1007.337 2 1/2- ALUMINUM DISK STAMPED T-32-81 SCALE At the intersection of Rancho California Road and 1"=40' Front Street, 96'± Southwesterly of Front Street, 29'± Northwesterly Rancho California Road, in approx Vertical center of Northerly sidewalk of bridge over Temecula River, Push with sidewalk. Also 32'± Southwesterly" 1"=4' DATE7Mof sinal East at Northwest comer of bri e. . ............ CIA —7 J I--- J I F W q INTERSEC11ON V'0 III),ew ..dmw AF %, A%d k1% SCALE: 1"=40' 1 1 1 mmmmm" 0 40 80 SEAL: jqkof E SS 10 Designed By Drawn By Checked By Ap Des -- I RAM By RECOMMENDED BY: A JA TEC, BHC I — DATE: -AVZS-1-4V I A i Plans Prepared Under Supervision Of C-53059 447U� ACCEPTED BY., DATE: Exp. 6-30-99 Date DEPUTY DIRECTOR OF PUBLIC WORKS J& ARVIN, P.E. RONALD J. PARKS OF CMAL% Designed No. 53059 Expires 6/30/99 19744 --9/30/Ot- R.C.E. No. Expires 14 REMOVE (SANDBLAST) EXISTING STRIPING 11 CONSTRUCT DOUBLE SOLID YELLOW STRIPING WITH REFLECTIVE MARKERS PER CALTRANS DETAIL 22, CONSTRUCT SINGLE DASHED WHITE STRIPING PER CALTRANS DETAIL 11. CONSTRUCT THERMOPLASTIC DIRECTION ARROW, TYPE IV 14 CONSTRUCT 8* THERmopt-AsTic SINGLE SOLID WHITE STRIPING PER CALTRANS DETAIL 38 @ REMOVE EXISTING MEDIAN CURB 76 CONSTRUCT SINGLE SOLID YELLOW & SINGLE DASHED YELLOW STRIPING WITH REFLECTIVE MARKERS PER CALTRANS DETAIL 32. INSTALL R-7 SIGN & TYPE K MARKER AND PAINT MEDIAN NOSE PER COT TRAFFIC DIVISION POLICY NO. 02. 18 CONSTRUCT 4* SINGLE SOLID YELLOW STRIPING WITH REFLECTIVE MARKERS ALONG MEDIAN CURB PER CALTRANS DETAIL 25. 19 INSTALL STOP SIGN PER CALTRANS STD. R1. INSTALL RIGHT TURN ONLY SIGN PER CALTRANS STD. R41. 21 INSTALL ONE WAY SIGN PER CALTRANS STD. R10. ARVIN, RCE 53059 DATE STREET IMPROVEMENT PLANS 0. PARCEL MAP NO. 28809 SOLANA WAY SIGNING & STRIPING PLAN CIVIL ENGINEERING LAND SURVEYING 1100 S. COAST HWY., #211 ACUNA BEACH, CA 92651 b PH: 949-376-6407 FAX: 949-376-6417 Drawing No. C-5 Sheet 5 of 6 JN 21.01 D I