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.vr.r.. ..;..w....-,..nw.+'vv.:eM.:n.rwi..vrs�.a. o+�ire: .''.:.swwr 'wr. r�"..""""`"r ..•e:::maa,w.,er.mctYns•_-w.Liii:��':fodib.,d" T T till t LA GENERAL NOTES t�l ITEMS OF WORK 1. A NO-FEE CONSTRUCTIO N N PERMIT IS REQUIRED FOR THE PRIME CONTRACTOR PERFORMING THE WORK SHOWN CIT Y OP ITEM NO. DESCRIPTION QUANTITY UNIT S -r%,-TMEN ON THESE PLANS. THE PERMIT CAN BE OBTAINED AT THE CITY OF TEMECULA PUBLIC WORKS DEPARTMENT, MOBILIZATION / DEMOBILIZATION 1 L5 43200 BUSINESS PARK DRIVE, TEMECULA, CALIFORNIA. PUBLIC WORK P 1 2. THE CONTRACTOR SHALL GIVE THE CITY INSPECTOR OR PROJECT MANAGER AT LEAST48 HOURS NOTICE PRIOR TO COMMENCING WORK. ANY WORK DONE WITHOUT PROPER INSPECTION WILL BE SUBJECT TO REJECTION. 2 ENGINEERING / CONSTRUCTION SURVEYING 1 LS N P ANS R FOR INSPECTION, CALL 951-694-6411. 0 • 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, TH E STANDARD SPECIFICATIONS FOR PUBLIC CTI" FO 3 TRAFFIC CONTROL 1 LS WORKS CONSTRUCTION "THE GREENBOOK", CALTRANS STANDARD SPECIFICATIONS AND PLANS, THE CITY OF FKOJECT Nu'r� ,. F 4 NPDES COMPLIANCE _"*",kW04� 12 TEMECULA STANDARD DRAWINGS, AND THE PROJECT SPECIFICATIONS. 1 LS 4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY INCONSISTENCIES BETWEEN THESE PLANS AND FIELD A SF CONDITIONS PRIOR TO CONSTRUCTION. V EN REHA I .)"KAM .�. FY2005/06 5 COLD MILL ASPHALT CONCRETE PAVEMENT 410083 5. THE ENGINEER SHALL BE NOTIFIED OF CHANGES OR ADDITIONS THAT ARE TO BE MADE PRIOR TO INSTALLATION. PA EM_ _ _ T B F (�( NO DEVIATION FROM THESE PLANS IS PERMITTED WITHOUT APPROVAL OF THE ENGINEER. 6 ROADWAY EXCAVATION 1741 '� CY 6. IMPORTANT NOTICE: SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES THAT A DIG ALERTNNEZ ROAU TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT I.D. 7 ASPHALT RUBBER HOT MIX 5405 TN IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT NUMBER, CALL UNDERGROUND SERVICE ALERT AT 1-800--422-4133 THREE WORKING DAYS BEFORE YOU DIG. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCA TION AND PROTECTION OF ALL UTILITIES. FOR 8 ASPHALT CONCRETE 2901 TN UNDERGROUND UTILITIES OR FOR EMERGENCY ASSISTANCE CALL: LOCATION OF UN ' 7 AT&T 714-963-6793 SOUTHERN CALIFORNIA GAS CO 909-335_7 30 9 ADJUST EXISTING MANHOLE TO GRADE 6 EA EASTERN MUNICIPAL WATER DISTRICT 951-928-3777 TIME WARNER TELECOM 909-456-3652 1 _ RIZON 951-929-9436 VE � � 10 ADJUST EXISTING VALVE CAN TO GRADE 3 EA LEVEL (3) COMMUNICATIONS 720-888-2774 . RANCHO CALIFORNIA WATER DISTRICT 951-296-6900 WILTEL COMMUNICATIONS 951-258-6628 11 SURVEY MONUMENTS 4 EA SOUTHERN CALIFORNIA EDISON 951-928-8334 - 8. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND FACILITIES AS SHOWN ON THESE PLANS WAS OBTAINED 12 TRAFFIC SIGNAL LOOP DETECTORS 85 EA BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING s E �� FACILITIES, EXCEPT AS SHOWN. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PLANS. THE CONTRACTOR SHALL MAKE 1.3 DETAIL 37B LANE DROP - THERMOPLASTIC 260 LF PROTECT ALL SUBSTRUCTURES WHETHER OR NOT SHOWN ON THESE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF THE EXPENSE OF REPAIR OR 14 DETAIL 38 GHANNELIZING LINE - THERMOPLASTIC 2415 LF CONSTRUCTION TO PERMIT REVISIONS TO THESE PLANS WHEN NECESSARY. LACEMENT OF SAID SUBSTRUCTURES SHALL BE BORNE BY T . REP HE CONTRACTOR , T BE CONSTRUCTED WITH IN THE STREET RIGHT-OF-WAY SHALL BE INSTALLED, 15 DETAIL 12 LANE LINE - PAINT 17285 LF DERG RO UND UTI LITIES O 9. A ALL UN DERGROUND a CONNECTED, AND TESTED PRIOR TO CONSTRUCTION OF ANY CONCRETE CURBS, CROSS GUTTERS, OR ASPHALT CONCRETE PAVEMENT. 16 DETAIL 22 CENTERLINE, DOUBLE YELLOW - PAINT �456 LF STANDARD DRAWINGS LA STA f ECU �t r G�F 'Ak�•�,i� y' y oJ�4 �.ia�} v e+ a l, ACCORDANCE WITH CITY OF TEMECULA HALL BE COMPLETED IN ACCO 10.ALL TRENCHES S MEDIAN ISLAND DOUBLE YELLOW - PAINT 2430 LF y7 Y , Y ` f. Y, f 1 . , ..y, HR9y JtF13M.- R C P F' h y,-lf Rb ✓° ,y. ,. 17 DETAIL 29 NUMBERS 407 AND 407A. � 1 11.PRIOR TO PREP ARING THE SUBGRADE TO RECEIVE AC MATERIALS, THE CONTRACTOR SHALL PROVIDE THE N 18 DETAIL 25A LEFT EDGELINE - PAINT 5290 REVISE THE STRUCTURAL SECTIONS LF ENGINEER THE OPPORTUNITY TO EVALUATE THE SUBGRADE MATERIAL AND S IF NECESSARY. THE IMPROVEMENyI"S OR THEY ` ' 12.ALL PROPERTY CORNERS SHALL BE UNDISTURBED BY THE CONSTRUCTION OF H � � 19 DETAIL 32 TWO-WAY LEFT TURN LANE - PAINT 405 LF Y SHALL BE RESET AT THE CONTRACTOR'S EXPENSE. DUCE A CONTOURED TRANSITION FROM CUT ,;, ,. 20 DETAIL 39 BIKE LANE LINE - PAINT 4625 LF 13.ALL SLOPES SHALL BE ROUNDED INTO EXISTING rERRAIN TO PRODUCE OR FILL TO THE NATURAL GROUND ABUTTING THE SLOPE. 21 DETAIL 39A INTERSECTION LINE, BIKE LANE - PAINT 715 LF 14.THE FACES OF CUT AND/OR FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO PREVENT EROSION. 15.ALL SLOPES STEEPER THAN 4:1 HORIZONT AL TO VERTICAL SHALL BE HYDRO-SEEDED WITH AN EROSION `CD � CONTROL MIXTURE SUBJECT TO 22 12" LIMIT LINE AND CROSSWALKS - THERMOPLASTIC 1055 LF THE APPROVAL OF THE ENGINEER (UNLESS SUPERCEDED BY AN APPROVED EROSION CONTROL, LANDSCAPING, OR MITIGATION PLAN). PRIOR TO INSTALLATION, ALL CUT SLOPES SHALL BE SCARIFIED OR RIPPED HORIZONTALLY TO A DEPTH OF THR EE TO SIX INCHES. 23 12" LIMIT LINE - PAINT 20 LF CONTRACTOR AGREES THAT HE SHALL ASSUME SOL E AND COMPLETE RESPONSIBILITY FOR JOB SITE Aka 16.THE CCU _ A To Riverside / THERMOPLASTIC 30 E CONDITIONS DUR ING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS 24 TYPE IV ARROW L R CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING To Hemet AND PROPERTY. THIS REQUIREMENT SHALL APPLY CO TaCarona ND HOLD THE CITY ITS OFFICERS, OFFICIALS, �., 25 TYPE VI LANE DROP ARROW - THERMOPLASTIC 2 EA W HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, A EMPLOYEES, AGENTS, VOLUNTEERS AND THE ENGINEER HA RMLESS FROM ANY AND ALL LIABILITY, REAL OR ~ ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY 26 NUMERAL - THERMOPLASTIC 15 EA � Cu ARISING FROM THE SOLE NEGLIGENCE OF THE CITY OR THE ENGINEER. TellieC old - END - PAINT 5 EA �- F "AS BUILT" DRAWINGS MUST BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER PRIOR TO 27 BIKE LEG 0 .. 17.ASETO � � ACCEPTANCE OF THE IMPROVEMENTS. V. L E; N tr) Aloft INDEX S H FE'm E T 5 �`` S S EWE[� EMWD 73 P AC - ASPHALT CONCRETE E ELECTRICAL SCE � � � rr DWG. NO. DESCRIPTION � (SCE) � ' SHEET '� ARHM - ASPHALT RUBBER HOT MIX SD — STORM (CITY, COUNTY) f 9 T-1 TITLE SHEET PROJECT SITE CMP CORRUGATED METAL PIPE _ � 1 0 ���`� r � T TELEPHONE (VERIZON) S SECTIONS -- EASTERN MUNICIPAL WATER DISTRICT � 2 of 9 X�1 TYPICAL CROSS � CMWD G --� GAS (SOCALGAS) `D 3 of 9 L-1 LAYOUT STA 38+52 TO STA 54+20 NB -- NORTHBOUND WATER (RCWD) � y _ -' W 4 of 9 L-2 LAYOUT STA 54+20 TO STA 70+60 PVC POLYVINYL CHLORIDEC:> FO FIBER OPTIC (AT&T, LEVEL3, TIME W -- ARNER, WILTEL) 5 of 9 L-3 LAYOUT STA 70+60 TO STA 86 58 � , �� va RCB REINFORCED CONCRETE BOX + 2 TO STA 54+20 .. PIPE TRAFFIC LOOP, CONDUCTOR & SIGNAL INTERCONNECT (CITY) a 6 of 9 PD-1 PAVEMENT DELINEATION STA 38 5 RCP REINFORCED CONCRETE P + TA 70+60 DISTRICT _ RIGHT OF WAY 7 of 9 PD-2 PAVEMENT DELINEATION STA 54 20 TO S RCWD - RANCHO CALIFORNIA WATER S TA 70+60 TO STA 86+58 To San Diego �, 5 8 of 9 PD--3 PAVEMENT DELINEATIONS SB - SOUTHBOUND d s 9of9 Q-1 SUMMARY OF QUANTITIES SCE - SOUTHERN CALIFORNIA EDISON SOCALGAS - SOUTHERN CALIFORNIA GAS COMPANY 2"7 C p Q VAR - VARIES v NO rICEVCP -- VITRIFIED CLAY PIPE w. THE EXISTENCE AVOAN~ AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON DATE DIAL TWO WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS APPROVAL OF THIS ® ® ® , P RCE EXP. BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE RENEWED BY.- YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON--EXISTENCE OF ANY UNDERGROUND Nor To SCALE UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS _ °- 1 -800-227--2600 T THE UTILITY LINES NOT OF CD TOLL FREE REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECTCD A PUBLIC SER VICE BY UNDERG ROUND SERVICE ALERT 0R � � � INSPECTOR RECORD OR SHOWN ON THIS PLAN Designed B Drawn B Checked By0 Drawing No, a. ACCID DATE BASIS OF BEARING SEAL, �F LsslQy y DATEi ._ '�'p CITY [IF TEMECULA DEPARTMENT OF PUBLIC WORKS � CENSTRUCTIDN RECORD DATE BY REVISIONS RECOMMENDED BY SCALE �Q R 11,0 ARO ARB DMB GR TL INCIPAL ENGINEER U THE CENTERLINE OF YNEZ ROAD ON TANGENT v1 L� �� SECTION BETWEEN EC STA 48+58.04 AND BC STA Horizontal y c P. o� r w Contractor ,� _z7,a, - ��� PROJECT ��o. PVVo4-�2 65+73.17 BEING N09-01`31"W, AS SHOWN ON PARCEL ACCEPTED BY, DATE �i N/A No. 5960� L4t .�L(. �O �Co WILLIAM G. HUGHES p -- PAVEMENT REHAB PROGRAM �- FY 2005/06 MAP NO. 23496 ON FILE WITH THE COUNTY � Ex , 12--31 05 � Do. e Inspector * DIRECTOR OF PUBLIC WORKS/CITY ENGINEER "" RECORDERS OFFICE IN MAP BOOK 168, PAGES 41-45. p AVLIN R. O VIA Vertkal ,� � h YNEZ ROAD U CIV1�- �� 36617 06-30-06 rr� �a��a"'` , Sheet '� Of9 Date Corpleted N�A if FQ 59602 Ex Tres 12-31-05 R.C,E No. Expiresi TITLE SF1EE r � DF CA1.1 R,C.E, No. P' CONSTRUCTION NOTES: 0 COLD MILL AC PAVEMENT (2'), EM ROADWAY EXCAVATION (14'), 0 PLACE ARHM (2'), ® PLACE AC (12'). 0 MATCH EXISTING PROFILE, GRADE, AND CROSS SLOPE, © JOIN EXISTING GUTTER, USE 3/8' ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A, 0 MATCH EXISTING AC, ® REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR, R/W - R/W C]9 INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR, SPACE PER DETAIL B, VAR 50' TO 67' -- VAR 50' TO 67' Fl-0-1 PROTECT IN PLACE, SAWCUT, VAR 40' TO 53' VAR 40' TO 53' 11 EXIST CURBED MEDIAN (DISC❑NTINU❑US) 10 12 INSTALL CALTRANS TYPE IV (R) ARROW, i I VAR 33 T❑ 53 I VAR 39 T❑ 56 VAR--- ! �V A R 13 INSTALL CALTRANS TYPE IV (L) ARROW, 1 1 3 I 6 n- --n I 14 INSTALL CALTRANS 12' CR❑SSWALK/LIMIT LINE, 5 ( I VAR 1,64% TO_ VAR 1.64/. d.. 2/. MAX I ( —O.- 2% MAX 5 6 15 INSTALL CALTRANS TYPE VI (L) ARROW, r --- �- r -~ -- --- F tST ��vG G 16 INSTALL CALTRANS NUMERAL '45', 17 INSTALL BIKE LEGEND, (CITY TO PR❑VIDE PAINT STENCIL.) y W I EXIST CURB & GUTTER 10 10 EXIST CURB & GUTTER EXISTING PAVEMENT SECTION �(� 00 18 ADJUST T❑ GRADE, EXISTING PAVEMENT SECTI❑N 19 SURVEY MONUMENT, t LI � 0 e6 •A A 6 f 20 INSTALL 12' LIMIT LINE, WHITE PAINT, YNEZ ROAD # INSTALL CALTRANS STRIPING DETAIL AS INDICATED, STA. 4 8+8 0,0 0 T❑ STA. 8 6+5 7,7 2 NO SCALE LO 0 . Cu R/w • R/W EXIST SIDEWALK VAR 50' TO 67' 50' -0 --) FG EXIST CURB & GUTTER I I VAR 40' TO 54' VAR 40' TO 43' I ( �- EXIST CURBED MEDIAN (DISC❑NTINU❑US) 10 I I w LEGEND VAR 33 T❑ 54 VAR VAR 39 TO 43 I I Q 1 3 V A R— 6 I -``_J I X COLD MILL AC I 6 5 I I ( Cd Cd 5 I I VAR 1,53% Tp I VAR 1�53+/• T� 2% MAX I I ,. ` �-�,. 2� MAX 3/8' I ROADWAY EXCAVATI❑N -- _ CL ARHM AC EXIST CURB & GUTTER 10 EXIST PAVEMENT SECTION 2 `J 10 EXIST CURB & GUTTER EXISTING PAVEMENT SECTI❑N 4 3 DETAIL A N N,T,S, C YNEZ ROAD LO C> STA, 38+52,00 TO STA, 48+80,00 NO SCALE O o� s p 0 i NOTICE TO TME CONTRA crOR VS B111L T THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON 0 DIAL TWO WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS DA TE °L BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE RCE EXP. aJ YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND REVIEWED BY.• �• UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT, THE CONTRACTOR IS TOLL FREE 1---80aERVICE ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF CL A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD OR SHOWN ON THIS PLAN. INSPECTOR DA T �- CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING A SEAL= �OF ESSLa Designed By Drawn By Checked By - - Drawing No, a. SCALE Q yq RECOMMENDED BY: DATEi �' '0 CITY ❑F� FEME_ CUL_ A DEPARTMENT ❑F PUBLIC WORKS THE CENTERLINE OF YNEZ ROAD ON TANGENT �4.`� LN R. p�L l AR❑ AR❑ DMB REC BUTLE INCIPAL ENGINEER U Contractor SECTION BETWEEN EC STA 48+58.04 AND BC STA Horizontals�`' ��• 4 w 65+73.17 BEING N09"01'31"W, AS SHOWN ON PARCEL ACCEPTED BY. �- DATE _� Z7"° r PROJECT NO. PW04-12 �, l Inspector MAP N0.23496 ON FILE WITH THE COUNTY N/A No. 59602 vGY Z9 Zones' RECORDERS OFFICE IN MAP BOOK 168, PAGES 41-45. * Exp, 12-31-05 * Date WILLIAM G, HUGHES p PAVEMENT' RE1-CAB PROGRAM - FY 2005/06 � Vertical AVLIN R. ❑DVIAR DIRECTOR OF PUBLIC WORKS/CITY ENGINEER YNEZ ROAD �- Date CoWeted N/A lF l�O�� fr.•' ••••• • _ -., r `ivsa:�F CA1. R,C,E, No, 59602 Expires 1Z-31-05 R.C,E. No, 36617 Exp(res, 06-30-06 TYPICAL CROSS SECTIONi Sheet 2of9 � A,e F+1�.4c• CONSTRUCTION NOTES 01 COLD MILL AC PAVEMENT (2'). T' afA) IRA04 W�y,A © ROADWAY EXCAVATION (140). © PLACE ARHM (2'). I II laf 1 fadM M PLACE AC (12'). 1 PbP- All'/ ® MATCH EXISTING PROFILE, GRADE, AND CROSS SLOPE. I J° , JA' ® JOIN EXISTING GUTTER. USE 3/8' ABOVE LIP OF GUTTER AS I I ��(� WC00 CONTROL POINT. SEE DETAIL A. ' 07 MATCH EXISTING AC. w � ` ® REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. � • I . `-� 31 ,/t TOW SPACE PER DETAIL B. n rG.r_ --_a-,.ate r-4 /� r -�`v_" -+u_C^ �. - (TYP '`'-_'� - p / - YWeE 6vs G ® INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. CI-- , g_�(y06 _ 1 ro Gp't� ..---a'1 a 41+OR_" T ,w._ ,. =-�-�w - r 1M PROTECT IN PLACE. r�v i a-90 T [T > - _y =R',`- -s= -.+.�� n�a.- --i-1 �° d "+00 © SAWCUT. - L _ 1 12 INSTALL CALTRANS TYPE IV (R) ARROW. s bo © INSTALL CALTRANS TYPE IV (U ARROW. w 1® INSTALL CALTRANS 12' CROSSWALK/LIMIT LINE. 6 � FM INSTALL CALTRANS TYPE VI (L) ARROW. Z 8V, to INSTALL CALTRANS NUMERAL '45'. •� p� 0 '2� jf a riq „ 1014 — 10� W. '&^M9'a[+�..,sfe . 1014 •11aso Ifj3 '- V © INSTALL BIKE LEGEND. (CITY TO PROVIDE PAINT STENCIL.) y�e O O I "`O b+o`ns j4� y.,K�era Rs � ,��, K aWERe9 .•.0 bat q:PM � 1� p + _ j:toW }JMf Te b•a Ii' ah. x p J 7 1 - INiw.,n F.E T+ k4101rJiAW4 " Q 1® ADJUST TO GRADE. D ° S 1 POT STA 12+86.87 RANCHO CALIFORNIA ROAD HN ., •1'60WI F6 "s xw sec WT raWb ® SURVEY MONUMENT. D O o awcelNAay, QDT IbUaWI. n 2® INSTALL 12- LIMIT LINE, WHITE PAINT. o OI OINSTALL CALTRANS STRIPING DETAIL AS INDICATED. I I O 0 0 � 1 / F OLANE LINE SC4LE o ep• o N O O � 3 _ •-I � '� LIMIT LINE - - � — - _ — o - - — - la lot OU l0' rn - - ( YP) ° v I ----°,�� — — �. yav ��``° d _ _It V rc .47+00 _ 48+00 4 +00 _ m 3 — i .. In J _ ♦ _ n 46+0B- DETAIL B ed H - — n _ I - —{ fkflVIMII 51 z z ~ TYPICAL LOOPS LAYOUT 0 _. -- 1 " N.T.S. P = - :'s ',�-1: ,-. nT. 1 jj i. Lu U W a r _.. - _ V o , L E G E N D I--+ — � - -u LIMITS OF WORK - 2' ARM = CO CD _ _..._. — — — _ _ R' N LIMITS OF WORK - 2' ARM OVER 12' AC \ 7 ® EIIRVE NUMBER — III02 q`3eAM VI Ffa 4�nserl 1Y. DrIF l') 1A1Yr� _ — o VP'aVE CAaI J.pNS'`� L F4P a'1oPa"'1� w ��T CURVE DATA Of NOT/CETO THECONTRACTOR NO. R n T L "ASBU/LT11 OI 2000' 30°30'07' S45.30' 1084.7T E w THE IX/SIENCE AND LOCI77ON OF ANY UNDERGROUND URCHY PIPES OR STRUCTURES SHOWN ON ® 1200' 47°72'15" 524.32' 988.64' e DIAL TWO WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS VA IC 0' BEFORE DAYS BEFORE PLAN BY THE CRY OF TEMECULA DOES NOT CLM'STTIUTE A REPRESENTATION AS TO THE ® 1200' 46000'35" W9.4W 963.63' RCE EXP. ti YOU DIG YOU DIG ACCURACY OR COMPLETFNfSS OR ]HE IXISIENCE OR NON-IXISTLNCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE OMITS OF THIS PROJECT. ME CON RACTOR IS A PUBLIC SERJICE BY UNDERG RWND RELENTED BY.' TOLL FREE 1-NO SERASERW:E A 7-2600 REOUIRED TO TAKE ALL DUE PREC4UITQYMY MEANS TO PROTECT THE UTILITY LINES NOT OF 3 LERT d RECORD OR SHOWN ON THIS P(AN. INSPECTOR DATEw0000 v CONSTRUCTION RECORD DATE BY REVISIONS ACCT DATE BASIS OF BEARING SCALE SEALS epNICSJIaa Designed By Drawn By Checked By Drawing No. a Cmtractar THE CENTERLINE OF YNEZ ROAD ON TANGENT �� N R. OQ 4y ARO ARD DHB RECOMMENDED BYi DATES - zov CITY ❑F TEMECULA DEPARTMENT OF PUBLIC WORKS ran SECTION BETWEEN EC STA 48+58.04 AND BC STA Harizontal sV`�" 69 Fc REG UTLE RIWIPAL ENGINEER U 65«73.17 BEING N09°01'31"W,AS SHOANON PARCEL 1 " = 40' " c NO. 59602 P ACCEPTED BY - DATE` 7.27-o,ti" PROJECT NO. PW04-12 L-1 0 Inspector MAP RECOO.RDERS OFFI6 ONCE FILE WITH THE COUNTY Exp, 12-II-05 ^�H'G'1'� •C , Date .TveY Z}+ ZavS VILLIAM G HUGMES PAVEMENT REHAB PROGRAM — FY 2005/06 RECORDERS OFFICE IN MAP 600K 188, PAGES 4145. Vertical ' AVLIN R. ODVIAR DIRECTOR OF PUBLIC VORKS/CITY ENGINEER i MR wa.�a N/A �lq C1V1\ �\p YNEZ ROAD I(BT CAl\\� R.C.E. Na. 5%� Expires 12-31-OS R.CE. No. 36617 ExPVPS Ob-30-Ob 'y^ ' Sheet 3oF9 P LAYOUT STA 38+52 TO STA 54+20 � - - . - .. . . 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R A T L 4-> 0 C I <�> 2000# 30030-0711 545-30' 1064.721 `X49 B111L T" Q) NO rICE rO .7/Z E CONTM C Ti 7R E . 0) == > EL-13 tvVAA&VOeVVVVVVVVVVM 1200' 47012'11 5" 524-32' 988-64' d AAVVVVVVVVV0A&A�� THE EXISTENCE AND LOCA77ON OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON <9> DA TE 0- DIAL TWO WORKING THESE PLANS WERE OBrAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS I> 1200' 46000'35" 509.491 963.63' RCE EXP. Cu - BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENIATION AS TO THE ----- I ----- v 1 4 YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR 7HE EXISTENCE OR NON-DOSTENCE OF ANY UNDERGROUND REWEWED BY' ,I- . C�o . _ -- ---- __j U77LITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECr THE CONTRACTOR IS -�: TOLL FREE 1-800-227-2600 1 REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROrECr THE UTILJTY LINES NOT OF CL A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Ole RECORD OR SHOWN ON THIS PLAN INSPECTOR DA TE 14- - --- c:> REVISIONS . . ACC'D DATE BASIS OF BEARING SEAL: oov!! Designed By . . Drawing No, 0- '. " SCALE 1 ��0-0 -cly, RECOMMENDED BY1 ,36,,t-� D A T E i -7 -70-OS' CITY [IF TEMECULA DEPARTMENT OF PUBLIC WORKS 1-1 THE CENTERLINE OF YNEZ ROAD ON TANGENT ".,,, R. tj ARO ARD DMB '% .0 �, . 0 e, .. . R G UT , PRINCIPAL ENGINEER �- SECTION BETWEEN EC STA 48+58.04 AND BC STA Horizontal f--- 17 (:p .... ... 4% u ,2. 'T --� 1, W 65+73.17 BEING N09001'31"W, AS SHOWN ON PARCEL �p W-1 ..-- r T PROJECT NO. PW04-12 m ) � k-= No, 59602 r'"I % ACCEPTED BY, --------,.-- DATE, 7-2 r-t;,r 01 L z EJ Inspector MAP NO.23496 ON FILE WITH THE COUNTY ill 401 L—�j - � al4l�- ,7w-Y 4�t94 ?-00 r - 0!� ;14 Exp, 12-31-05 '-" D-71�-I - Date WILLIAM G, HUGHES PAVEMENT REHAB PROGRAM - FY 2005/06 n- RECORDERS OFFICE IN MAP BOOK 168, PAGES 41-45. - * * � o Verticod AVLIN R. ODVIAR DIRECTOR OF PUBLIC WORKS/CITY ENGINEER I .1, . 1��, .... . CL Date C4eted QVI 0 .:.......".'.'.'.' . 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I � -_'.'�' � �' , , N . 1. ---_, -'�" , -�- % � 'P. / /"q� / 11 �0 Q) 0) I,, ,, ,6 1, ,, I.1 91 - .------� 11 , k .I ---- S / " / -" �d I I LIMITS OF WORK - 20 ARHM OVER 12' AC \ I ,I 9 I '-�l 6?, ,--9 ---, ,- '- '-� 'A C 11 I 1 6 4- _,z - , / 'r -, �-f' -�' --- -, � I >- \ / I L, 1p / 6 1. 0 - 4� ---- �2 � � , -"� '-�' ---- e 11 -" CZ, . (- \\ \ ----__ , I �--'-/ ---'��'�--�' ,9 4' " (99'A , .V - /, " , -- 11, (O �,D q ('�� , /V � 1:\ \ , -,'�' ---'�'31 -"� 6 C3 I> CURVE NUMBER lk �:�- , , � I I, q ,----- ----f/ ,"I 'Z�Z�:Z�Vt��. "--L'L6,"L"" -"� I � . 0-� I/ &I � 11 , ���' �' 1-1-� 'D � 1, ; � ,I - I, �� � U-) " " ,:-- CD POC STA 87+07.83 YNEZ ROAD = , ,I /11-I I 6r� --�I 1. � --� ,,, POT STA 10+00,00 SOLANA WAY . �;)--Y- I "� , -� ---� 1� '-� '-� >- , -;� '-- '�� 11), S T - U , �"-` , -"--,. 1� 6- '&-;-'r�- N,-"� , ", . / I/ I ",,, "'."' -�' "'_1 --� "-I '-�' � I " . ", �' ,1,,.. 6.. , , '� '---I-- --`---'�--- Ir .9 0) Q �" �, I t I/ """ ,.--" I ��- -'- '--1 , , I -� �-�-' -1, I 11 I I'. ,� � �' 0 tlp -�y //-�* ' '��'/ I 1, "I, 1. �r . �.' �t �'� �� (- , � C) 4ow " 'L � IQ r$ " , -" 0 (j ",-. - 6 '-� L I C . q, , , - t4i d 11�' �'- �' k -�: 11 --_ JQ llz�- " IV '- - '�'< OJ C5 1 (� , '� I Q .'�! "4 - 7 -C - f ll� 41> /- 0) L - CURVE DATA Ily N // ,,V Q� NO. R A T L "' " , -P I N - 4 C NOTICE ro THE I!ll!��lll T"CrOR 2000' 30030'07" 545-30' 1064.72' / Irms 8111L 11" (v A 4 <�> 0 E C= . / " / W e__�3 ff--13 V4 > &%VOANVVVVOAVOA'V~ A&NVVVVVVVV0ANVVVv" THE EXISTENCE AND LOCA77ON OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON <9> 1200' 470112"I 5" 624-32' 988.64' `�'-� - C$ DIAL TWO WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS d I h/// I" DA TE a_ . [<3> 12001 46-00-35 509.49 963.63' 0i BEFORE %. PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTARON AS TO THE I RCE EXP. n--4 YOU DIG I YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-DUSTEWCE OF ANY UNDERGROUND REWEWED BY.- ,I- I , - . U77LITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT THE CONTMCTOR IS Co TOLL FREE 1-800-227-2600 D: ICE ALERT . REQUIRED TO TAKE ALL DUE PRECAUTIONARY UE4NS TO PROTECT THE URLITY LINES NOT OF CL 1-1 RECORD OR SHOWN ON THIS PLO - . INSPECTOR DA TE ,I- � . . ... . . - --- C> 00111151! > � DATE REVISIONS ACC'D DATE BASIS OF BEARING SEAL, iilr-- i Designed By No. .. - . . . SCALE � �J_ HSI` / RECOMMENDED BY I,- �' '3(-'�� DATE: '7-70 -0 V CITY [IF TE PUBLIC WORKS Drawing O- R- 17,� ARO ARO DMB 0 . THE CENTERLINE OF YNEZ ROAD ON TANGENT % 110 el! �- SECTION BETWEEN EC STA 48+58.04 AND BC STA Horizontal 1011 GRE- BUTLjtR PRINCIPAL ENGINEER a u . . 4--> 'T �� bi 65+73-17 BEING N09"01'31"W,AS SHOWN ON PARCEL if I � ;91_1 ACCEPTED BY: /')�% I - DATE: �Z.-Z.7-0.r PROJECT NO. PW04-12 ---) Inspector .. . — MAP NO.23496 ON FILE WITH THE COUNTY 1 = 40 L-17 No. 59602 r-1 1* L=3 0 --110 2400 a� . �� Exp, 12-31-05 '" - Date T-vtrevp r - WILLIAM G, HUGHES PAVEMENT REHAB PROGRAM - FY 2005/06 RECORDERS OFFICE IN MAP BOOK 168, PAGES 41-45. �W * f - F $ - a CL Verticat AV IN R, ODVIAR DIRECTOR OF PUBLIC WORKS/CITY ENGINEER 0 I--, I I N I - CL Dotte Corpleted IV .....1.1.1.1.1..... YNEZ ROAD � 4 - . . . 59602 12-31-05 36617 ' . u I - ..--.-----.--.--.. . N/A of CN. R.C.E. N o. Expires I— 0 R,C,E. No. Expires, kff.-rzm LAYOUT STA 70+60 TO 86+58 Sheet 5 of 9 I-, ..' iiiiil:lmllllilllllllliiiiii���� ��illi�illi'll�illillili�li�ilill�ill� Q� .... . . ...- rm���� I I I � --��' -- — X = !�""'�—" d ��� ��� - I Rr. Al VE - I I I .- I I . .. . . .. - - - � - 1. - . . .. -- - -. . - - .. - CONSTRUCTION NOTES., [1 COLD MILL AC PAVEMENT (2'), 0 ROADWAY EXCAVATION (14'>, []3 PLACE ARHM (2'), ® PLACE AC (12'), I Q MATCH EXISTING PROFILE, GRADE, AND CROSS SLOPE, r © JOIN EXISTING GUTTER, USE 3/8r ABOVE LIP OF GUTTER AS -- CONTROL POINT, SEE DETAIL A. �.,� - --Z- -- - -------_ 0 MATCH EXISTING AC, -��. a � ° -•---�- ® REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR, 12 '--=_ - 0 �-- -- - j `t� � 15 o INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR, 12 SPACE PER DETAIL B. �o� -- 38 41+�D `' 14 � 12 40+00 2a0' 1 __ ti 42+flD -- 3 -- _ --- _, 14 14 10 PROTECT IN PLACE, z 25 12 - 12 200' _ - z5, 44+00 12 11 S A W C U T. ® 0 p `` °° �5' 12`--`'--- a� 13 25• � � 12 INSTALL CALTRANS TYPE IV (R) ARROW, � ----- 16 29 • �/ 13 INSTALL CALTRANS TYPE IV (L> ARROW, 13 2 ---- �. d- + Z MATCH 25 �� 1 __- _ __ �- —__ 25� y�`� EXISTING 14 INSTALL CALTRANS 12' CROSSWALK/LIMIT LINE, o STRIPING ? ----- - NFZ ROAD � �------ _ r 12 �-./ o o 15 INSTALL CALTRANS TYPE VI (L) ARROW, �a U h --- --' -='�`r — �. 'Y �""�-�-.. EXISTING EMATTI�` � - - - 't ---�-_ PING--I__ R T ING --- 12 ^+ Li / 16 INSTALL CALTRANS NUMERAL '45', Q,n -- loo TRANSITI❑N FI-7-1 INSTALL BIKE LEGEND, (CITY TO PROVIDE PAINT STENCIL,) 0 "AlL Lj/ BC STA 37+39,32 YNEZ ROAD L4j 18 ADJUST TO GRADE, ' POT STA 12 86.87 RANCHO CALIFORNIA ROAD r 19 SURVEY MONUMENT, •° n - 20 INSTALL 12' LIMIT LINE, WHITE PAINT, ° 0 # INSTALL CALTRANS STRIPING DETAIL AS INDICATED, 1.01 Q 0 In 0 SCALE; IN � = C)4Q aJ t y a STRIPING �``�.� ❑ - 0j Ld n ' fV 4/ 12 12 J TT- - l V Z�-• I ]- F 25' w 12 -- �-~� D --�—--- 48�� -- 25- 4 +00 12 5, r w w 7+0 +{1 p /V w o-. 0 ` �� 3s. 13 5 13 15Q' 13 29� -- �+00 L-Li 1101� _ �6a 9° '31.W 1715,13' cu 01 160' 13 1 a •- �—i = �- 13 3n low CD 25' --- c� 25' 1 14 3 It 14 25" _ U ° . CA MATCH 15Z STRIPING STRIP N EZ R<X® CID —� C) r -� - -- -- N CD C� i CL 4 c3 Q� 0 SO rICE,�C rNE'C N CrO " 'S /L� E Q) THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON DIAL TWO WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS APPROVAL OF THIS DATE BEFORE u. DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE RCE EXP. YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND REVIEWED BY TOLL FREE 1 --800--227--2600 UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT THE CONTRACTOR IS 3 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF a RECORD OR SHOWN ON THIS PLAN. INSPECTOR DA TF CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SEAL; 0�[SS Designed By Drawn By Checked By Drawing No, a. SCALE �Q� R. ONq! AR❑ AR❑ .1G RECOMMENDED BY., DATE; �� ��—O� CITY ❑E TEMECULA DEPARTMENT ❑F PUBLIC WORKS 9 i THE CENTERLINE OF YNEZ ROAD ON TANGENT Q�L ALI M❑G D PRINCIPAL ENGINEER F-- Horizontal ' Contractor ``• �` y �c U SECTION BETWEEN EC STA 48+58.04 AND BC STA � � � � F x y w 65+73.17 BEING N09 01 31 W,AS SHOWN ON PARCEL i� _ �0! No, 59602 r - ACCEPTED BY; T'' DATE; �' -off �� _ c�� PROJECT NO. PV�O� 12on Inspector MAP NO. 23496 ON FILE WITH THE COUNTY � Ex , 12-31-05 �' R Da to --- Tut-y �0•ZQa� WILLIAM G. HUGHES _ �v' � PAVEMENT REHAB PROGRAM _ FY 2005/06 � RECORDERS OFFICE IN MAP BOOK 168, PAGES 41-45. Vertical * * A LIN R. ❑DVIAR DIRECTOR OF PUBLIC W❑RKS/CITY ENGINEER n Date C4eted `fr j �ivi�- ����� �� :z. :: • YNEZ ROAD w N/A f�F GA1.1� R,C,E, NO, 59602 Expires 12-31--05 R.C.E, No, 36617 Expires, 06-30-06 f�r0�s:g ;p�° PAVE .} ,1. Sheet 6of9 U PAVEMENT DELINEATION STA 38 52 TO STA 54 2010, CONSTRUCTION NOTES, m COLD MILL AC PAVEMENT (20). ® ROADWAY EXCAVATION (14'). ® PLACE ARHM (2'), ® PLACE AC (12'). © MATCH EXISTING PROFILE, GRADE, AND CROSS SLOPE. JOIN EXISTING GUTTER. USE 3/8' ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A. SCA(E T mw• 150' TRANSnIRI Q MATCH EXISTING AC. ® REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. - - - - - - - -- - -o- 3 + - -- - - - - - - - -- - - - - ® INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACE PER DETAIL B. - -- - - - ® PROTECT IN PLACE. m In e - - - - - - — - ��O — 39 H6g+-00 � CU L� ® f— c e9�6 — 55+Bo-- �— — s6+ee — — =i — — —t62470-O— -- — + WSAWCUT. -© c �8+00 59+00 �PAO 60+00 61+00 --- �OJ © INSTALL CALTRANS TYPE IV (R) ARROW, —I c a Nos•D '3ry 1 n 3 LLJ © INSTALL CALTRANS TYPE IV (U ARROW. 'D V �• f I = Ry -- : e Z 0 ® INSTALL CALTRANS 12' CROSSWALK/LIMIT LINE. 1 ® ® 5 u: 6- _ r W _ , -r ® -' --^-a - - _ LW © INSTALL CALTRANS TYPE VI (U ARROW. — �- '-- - ^� �- N U ® INSTALL CALTRANS NUMERAL '45'. — ® l�� Q W � ~ W - - - - - - - - - ® INSTALL BIKE LEGEND. (CITY TO PROVIDE PAINT STENCIL.) - - - - - - -- -- - - _- - ® ADJUST TO GRADE. ' 15Y TRANSITION ® SURVEY MONUMENT. ® INSTALL 12' LIMIT LINE, WHITE PAINT. OINSTALL CALTRANS STRIPING DETAIL AS INDICATED. �0 3 SCALE: r' 40' C / Z - -- _ - - -- -� — - - - - �- # LAI fT1 D re � „ _ �� — ® a f _ ^ J— �y f— 64+00 — — 65+00 — (aIT100 C z NOsro1.31•v Lns13• 1 �_ f ' iRe r' O �/ q i fTl _ _ r ' a ro — ' ' -I C7 - -- - - - - - c N - o 4 0 }1e IJ ior� O t Y4¢ a r.11.T I•� s ygJrA�c 3Z ° DQ ® D� f(� '� O O/j`�'�IR NOT/CETO THECONTRACTO�P � u�� 'AS BUNT d THE IX/S)EA'C£ AND LOCATKNI OF ANY UNDERGRWNO U77LITY PIPES OR STRUCTURES SNOMN ON (/}c 1 -9 fAe " d DIAL TWO WORKING nKSE PLANS W� OBTWALD BY A SE49M OF THE AVULIRE RECORDS APPROVAL OF THIS rl BEFORE DAYS BEFORE PLAN BY IW CITY OF 7DIIII DOES NOT CONSTRUTE A REPRESENTATION AS TO THE "2 IA;ME AS IS - RCE Exp. DAZE a YOU DIG YOU DIG ACCITRACY OR COAFISTENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND I TOLL HIM 1-000-227-2600 U7A/IY PIPE OR SIRUCTURF WITHIN THE ARTS OF THIS PRLVECT 7HE CONTRACTOR IS RENENED BY.' op A PUBUC SERVICE BY UNDERGROUND SUNCE NEAT REWIRED TO TAIT ALL DUE PRECAUTIONARY MEANS TO PR07ECT IH£ UTANY LINES NOT OF a RECORD OR SHOWN ON IM PLAN i INSPECTOR DA IF c CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SEALS 111fT Designed By Drawn By Checked By wwww ]SCALE t0.0 O�X Drawing No. IE sFEC'fION BETWEEN EC ROAD ON AND STA oneal 1��,�.N R. ppDf/�i ARD ARE ,IG RECOMMENDED HY� �t OGH , PRINCIPAL ENGDEEE �s CITY ❑E TEMECULA DEPARTMENT OF PUBLIC WORKS F 85+73.17 BEING NOB'01'31'W,AS SHOWN ON PARCEL 1 ACCEPTED BYE narE� - ••+' PROJECT NO. PW04-12pp_20 MAP NO.23/96 ON FILE MATH THE COUNTY 40 " Na 59602 RECORDERS OFFICE IN MAP BOOK 186, PAGES 41J5. Dq. 12-31-05 : � Date .TN6r1lr�T•or WILLIAM 4 HUGHES PAVEMENT REHAB PROGRAM - FY 2005/06DaletN tkol + A EI R. EDV[A EIRECTpR OP PUBLIC VERKS/CITY ENGINEERYNEZ ROAD/A q/CUT CAU(� R.C.E. No. 596� Expires 12-31-05 RL.E. No. 36617 Expirev 06-30-06 PAVEMENT DELINEATION STA 54+20 TO 70+60 Sheet 7of9 u. CONSTRUCTION NOTES: ]1 COLD MILL AC PAVEMENT (2l 0 ROADWAY EXCAVATI❑N (14r). 0 PLACE ARHM (2"), ® PLACE AC (12"), 0 MATCH EXISTING PROFILE, GRADE, AND CROSS SLOPE. ® JOIN EXISTING GUTTER, USE 3/8" ABOVE LIP OF GUTTER AS CONTROL P❑INT, SEE DETAIL A. Q moo. 0 MATCH EXISTING AC. C9 ® REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. 0 INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR, / - ' 25' 17 SPACE PER DETAIL B, In J 10 71 �- � � ` +00 ti �PR❑TECT IN PLACE, 25, P�{ 11 SAWCUT, 25, ' N �I _. -- ___-_— u ------ _----- ti A 1� quA 38 ON �_ ----—_ p a Z 12 INSTALL CALTRANS TYPE IV (R) ARROW. w 25, - � 76+00 B 13 INSTALL CALTRANS TYPE IV (L) ARROW, ti 2s' 110' 74+00 75+00 � �" � 14 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE, o � 251 CD 15 INSTALL CALTRANS TYPE VI (L) ARROW. ' 17 , "` 16 -�-- -�.� _ s ------ -------` " 16 INSTALL CALTRANS NUMERAL "45", ._._ -_. "� `' ~--�~ -~- _ W -- 39 17 INSTALL BIKE LEGEND, (CITY TO PROVIDE PAINT STENCIL,) a a' -------~ � � E81 ADJUST TO GRADE. nj SURVEY MONUMENT, F2--01 INSTALL 12" LIMIT LINE, WHITE PAINT, # INSTALL CALTRANS STRIPING DETAIL AS INDICATED. Ln N CLl --83+00 13 --- r` � ` �- cn 05+00 pIIC 5 --- -- n' 17 '-- w � ��...r--- . � � 12 �- --------_._ � � p �+0� � �s� MATCH � �,. \ F--- _ ~--- --- - -~--�- ~ STRIPING `a`� Q J11" 14 38 �_ w 12 13 38 200 TRANSITION �- ��`-- ---.._ o �- '� Q C2 14 -` N $ �D P❑C STA 87+07.83 YNEZ ROAD = o�/ o POT STA 10+00,00 S❑LANA WAY 0��. �- U � o CL p 0 O rIC&C 76 w rNE COAr C rOR `%F B91L v o E THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON / '� d THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS APPROVAL OF THIS a- DIAL TWO WORKING � Dq� N BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TC THE RCE EXP. YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND I TOLL FREE 1 -800--227-2600 UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REVIEWED BY.• REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TC PROTECT THE UTILITY LINES NOT OF 3 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD OR SHOWN ON THIS PLAN. INSPECTOR 0 CONSTRUCTION RECORD DATE BY REVISIONS ACC`D DATE BASIS OF BEARING SCALE SEAL: ��EES�jO Designed By Drawn By Checked By Drawing CL Contractor THE CENTERLINE OF YNEz ROAD ON TANGENT ��� N R. 4�ygl ARID AR❑ JG REC❑MMENDED BY= �• - ATE= - -as CITY ❑E T E M E C U L A DEPARTMENT ❑F PUBLIC WORKS D No, SECTION BETWEEN EC STA 48+58.04 AND BC STA Horizontal ,4,���`� L� �y ALI MOGHADIKM RINCIPAL ENGINEER I-- 65+73.17 BEING N09001'31"W AS SHOWN ON PARCEL `7 U Inspector MAP NO. 23496 ON FILE WITH THE COUNTY 1 �' 40' ,�, No, ,.,�� � 5g602 '� ACCEPTED BY= — DATE= ����.�,� °� r� G PROJECT NO. PW04-12 PDm3 p` EXp, 1�-31-05 � Date vLY zo Zoo WILLIAM G. HUGHES x 9 Ir RECORDERS OFFICE IN MAP BOOK 168, PAGES 41-45. o _ �= PAVEMENT REHAB PROGRAM - FY 2005/0� er ca AVLIN R, ❑DVI R DIRECT❑R ❑1= PUBLIC W❑RKS/CITY ENGINEER YNEZ ROAD Date Coripleted `�'� civiv ���� :::: (L.. N/A �rF DF CA�l�� R,C.E. No. 59602 Expires 12--31-05 R.C.E. No. 36617 � 06-30--06 �0ra,'.'��$ua.o�,� V p Expires _.,,,.._... �� �• � PAVEMENT DELINEATION STA 70+60 TO 86+58 Sheet 8of9 u ROADWAY QUANTITIES PAVEMENT DELINEATION QUANTITIES YNEZ ROAD YNEZ ROAD z � w� Q J O �'" W z 0H CL .W z WW w O W ao.i� - SHEET NO. LOCATION w 7 W aWJi z p° > Q W W 0 W a. `t U m U z O z ❑ J h- ap N ' Z z (n lL Z Q J w U SHEET NO. LOCATION In 0 W Q ❑ ~ w _JW ¢ J ATION am z `� �- ZCq wN � N Wu- z0 0Zq AIL' OZ JZ w � JZ QZ cn0 >- 0 WO VO ❑ U ❑ cc w Z it ❑ z Qz Zz Wz Jz C[ a a ^. ❑ J Z -J J --� wJ WJ Z J J J U) -j 00 � 0 � Ua � ua W Zit w ¢ t- � 4 - _. � - Ix 4 U Q �. Q W W Z W W W W W W W p W Y W W L-1 38+52.00-40+00.00 NB 221 61 368 L-1 40+00.00-45+00.00 NB 891 247 1484 THERMOPLASTIC 2-COAT PAINT L-1 45+00.00-48+58.04 NB 588 164 981 [LF] [LF] [LF] [LF] [LF] [LF] [LF] [LF] [LF] L-1 48+58.04-48+80A0 NB 41 11 68 P D-1 38+52.00-45+80.00 260 1213 2025 226 680 130 L-1 48+80.00-50+00.00 NB 4729 57 PD-1 45+80.00-54+20.00 352 3000 1160 370 L-1/L-2 50+00.00-55+00.00 NB 17887 215 PD-2 54+20.00-63+20.00 100 3420 400 1205 1005 125 L-2 55+00.00-60+00.00 NB 22453 269 PD-2 63+20.00-70+60.00 2960 200 200 525 405 1040 360 L-2 60+00.00-65+00.00 NB 26031 312 PD-3 70+60.00-79+80.00 110 3240 30 1630 200 1720 40 L-2 65+00.00--65+73.17 NB 3824 46 PD-3 79+80.00-86+57.72 1 6401 2640 1 12201 8601 190 - Jill L-2 65+73.17-70+00.00 NB 22257 267 TOTALS 2601 2415 17285 456 5290 2430 406 4625 715 L-2/L-3 70+00.00-75+00.00 NB 24660 296 L-3 75+00.00-75+61.81 NB 2819 34 L-3 75+61.81 -79+44.29 NB 17747 213 L-3 79+44.29-80+00.00 NB 3072 37 L-3 80+00.00-85+00.00 NB 23934 287 L-3 85+00.00-86+57.72 NB 8841 106 L-1 38+52.00-40+00.00 SB 9720 117 L-1 40+00.00-45+00.00 SB 24006 288 PAVEMENT MARKING QUANTITIES L-1 45+00.00-48+58.04 SB 13683 164 YNEZ ROAD L-1 48+58.04-48+80.00 SB 736 g L-1 48+80.00-50+00.00 SB 4902 59 12"LIMIT LINE AND CROSSWALKS TYPE IV ARROW TYPE VI NUMERAL BIKE LEGEND L-1/L-2 50+00.00-55+00.00 SB 20732 249 L/R ARROW L-2 55+00A0-60+00.00 SB 24214 291 L L-2 60+00.00-65+00.00 SB 26978 324 L-2 65+00.00-65+73.17 SB 3948 47 N o L-2 65+73.17-70+00.00 SB 21884 263 SHEET NO. LOCATION C, N - 70+00.00-75+00.00 SB 25486 306 L-3 ---754 00.00-75+61.81 SB 2845 34 D cn -3 75+61.81 -79+44.29 SB 17681 212 D L-3 79+44.29-80+00.00 SB 2560 31 N THERMOPLASTIC 2-COAT PAINT THERMOPLASTIC THERMOPLASTIC THERMOPLASTIC 2-COAT PAINT z L-3 80+DD.00-85+00.00 SB 25418 305 [EACH] [EACH] [ L-3 85+00.00-86+57.72 SB 7036 84 [LF] [LF] [EACH] [EACH] [EACH]PD-1 38+52.00-45+80.00 655 7 5 2 3 w TOTALS 410083 1741 5405 2901 �. P DA 45+80.00-54+20.00 340 5 3 PD-2 54+20.00-63+20.00 2 1 (v PD-2 63+20.00-70+60.00 20 i 3 1 �. P D-3 70+60.00-79+80.00 2 3 2 3 PD-3 79+80.00-86+57.72 60 6 3 3 1 � A SUBTOTALS 1055 20 22 8 2 15 5 v TOTALS 1055 20 30 2 15 5 Q i 3 W N (u V� 0 I U) 0 U. 0) O L CL d Q O NOTICE rO T11,E COjVT"C r �' 5 B 111L T" 0� THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON DIAL TWO WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS DATE °- BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE a' YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EX RCE EXP.NON-EXISTENCE OF ANY UNDERGROUND .-4 TOLL FREE 1---800-227--2600 UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT THE CONTRACTOR IS REVIEWED BY REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF o3 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD OR SHOWN ON THIS PLAN. o_ INSPECTOR DA TE b- C❑NSTRUCTI❑N RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SEALI ISS Designed By Drawn By Checked B 3 0-THESCALE I4y y �,�� Drawing No, CENTERLINE OF YNEZ ROAD ON TANGENT �� N R. L7� of AR❑ AR❑ DMB RECOMMENDED BYE DATES CITY [IF TEMECULA DEPARTMENT OF PUBLIC WORKS r> SECTION BETWEEN EC STA 48+58.04 AND BC STA Horizontal ,.,`����1 L9 `��, REG XTL PRINCIPAL ENGINEER Inspector 65+73.17 BEING N09°01'31"'W, AS SHOWN ON PARCEL � � No, 59602 � '�'' ACCEPTED BY: �-- � 7-27-o,!"' ° '" PROJECT N0. PII�04-"�2 w MAP NO.23496 ON FILE WITH THE COUNTY NIA DATE _ G� i� RECORDERSExp, 12--31-05 Date Tutly Za '10'° WILLIA OFFICE IN MAP BOOK 168, PAGES 41--45. Vertical * * M G. HUGHES w PAVEMENT REHAB PROGRAM w FY 2005/06 fy- Date W#eted J� �IV�� � A LIN R, ❑DVI R DIRECTOR OF PUBLIC WORKS/CITY ENGINEER -firN/A 9j GA�l��� R.C.E. No, 59602 12-31-05 36617r :'iaa` YNEZ ROAD u FOF Expires R,C,E, No. Expires 06-30-06 ��IN. , o Sheet of U SUMMARY OF QUANTI riES 9 g