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Home My WebLink AboutAs-Builts �! %MENCRAL NOTES ITEMS COIF WORK • A NO-FEE CONSTRUCTION PERMIT IS REQUIRED FOR THE PRIME CONTRACTOR PERFORMING THE WORK SHOWN TEA NO. DESCRIPTION QUANWTV ON THESE PLANS. TIME PERMIT CAN BE OBTAINED AT THE CITY OF TEMECULA PUBLIC WORKS DEPARTMENT 1 MOBILIZATION DEMOBILIZATION 1 LS ; : 3200 BUSINESS PARK DRIVE, TEMECULA, CALIFORNIA. IC W"2. THE CONTRACTOR SHALL GIVE THE CITY INSPECTOR OR PROJECT MANAGER AT LEAST 48 HOURS NOTICE PRIOR 2 ENGINEERING/CONSTRUCTION SURVEYING 1 LS TO COMMENCING WORK. ANY WORK DONE WITHOUT PROPER INSPECTION WILL BE SUBJECT TO REJECTION. 3 TRAFFIC CONTROL. 0 ECULA UB RK TM i...vEPAR _E_N_ _ T L 'qL 1 LS FOR INSPECTION, CALL 951-66411. CONRU 'ION N**O' . 4 ERASION&SEDIMENT CONTROL 1 LS wi 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC Ar WORKS CONSTRUCTION "THE GREENS ", CALTRANS STAND SPECIFICATIONS AND PLANS THE CITY OF 5 ROADWAY EXCAVATION 15477 CY TEMECULA STANDARD DRAWINGS, AM Noe 8 ASPHALT CONCRETE AND THE PROJECT SPECIFICATIONS. 30089 � . THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY INCONSISTENCIES BETWEEN THESE PLANS AND FIELD W U6 7 ADJUST EXISTING MANHOLE To GRADE 15 EA CONDITIONS PRIOR TO CONSTRUCTION. Anib ..Elu BMVEMIm ",rEN „� 5• THE ENGINEER L BE NOTIFIED OF CHANGES OR ADDITIONS THAT ARE TO BE MADE PR 1"Y Amh005/AN6 $ ADJUST EXISTING VALVE COVER TO GRADE 83 PRIOR TO INSTALLATION. EA NO DEVIATION FROM THESE PLANS IS PERMITTED WITHOUT APPROVAL OF THE ENGINEER. 9 SURVEY MO NUMENT 10 EA 6. IMPORTANT NOTICE: SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES THAT A DIG ALERT 10 TRAFFIC SIGNAL Loop DETECTOR 34 � IDENTIFICATION NUMBER BE ISSUED BEFORE A"PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER, CALL UNDERGROUND SERVICE ALERT AT 1.669-422-4133 THREE WORKING DAYS BEFORE YOU DIG. 11 18"REINFORCED CONCRETE PIPE 119 LF 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES. FOR 12 24"REINFORCED s; r CONCRETE PIPE 260 LF LOCATION OF UNDERGROUND UTILITIES, OR FOR EMERGENCY ASSISTANCE CALL: 13 30"REINFORCED CONCRETE PIPE 50 LF EASTERN MUNICIPAL WATER DISTRICT 951-928-3777 SOUTHERN CALIFORNIA GAS CO 949-335-7730 14 REINFORCED CONCRETE CONIVECTIQN RANCHO CALIFORNIA WATER DISTRICT 951-296-60 VERIZON 951-929-94 p G 3 1, A J EA SOUTHERN CALIFORNIA EDISON 951-92334 15 REINFORCED CONCRETE COLLAR y 13 E► a. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND FACILITIES AS SHOWN � - �� ', . ON THESE PLAINS WAS OBTAINED k ' ;� � 116 12"DIAGONAL,YELLOW-PAINT 30 LF BY A SEARCH OF THE AVAILABLE RECORDS. TO TIME BEST OF OUR KNO WLEDGE, THERE ARE NO EXISTING ' FACILITIES, �� PI { d 'i� I I� i 17 12"LIMIT LINE AND CROSSWALKS-THERMOPLASTIC EXCEPT AS SHOWN. THE CONTRACTOR IS REQUIRED TO TAKE '� , " ,� d � ' 318 DUE PRECAUTIONARY MEASURES TO I �_ � LF PROTECT ALL SUBSTRUCTURES WHETHER OR NOT SHOWN ' � � (� �� ON THESE PLAN THE ' 18 LEGEND, SIGNAL AHEAD-THERMOPLASTIC S. E CONTRACTOR SHALL MAKE k � 5 EA EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF 19 NUMERAL 45--THE RMOPLASTIC 3 EA ' CONSTRUCTION TO PERMIT REVISIONS TO THESE PLANS WHEN NECESSARY. THE EXPENSE ,OF REPAIR OR , REPLACEMENT OF SAID SUBSTRUCTURES SHALL BE BORNE BY THE CONTRACTOR. 20 TYPE IV ARROW LIR-THERMOPLASTIC 22EA 9. ALL UNDERGROUND UTILITIES TO BE CONSTRUCTED WITHIN THE STREET RIGHT-OF-WAY SHALL BE INSTALLED 21 TYPE VI ARROW LIR-THE RMOPLASTIC ERMoPLAsTIc 9 EA CONNECTED, AND TESTED PRIOR TO CONSTRUCTION OF ANY CONCRETE CURBS CROSS GUTTERS, OR ASPHALT 22 TYPE VII ARROW UR-THERMOPLASTIC 2 EA CONCRETE PAVEMENT. 23 DETAIL 12' LANE LINE-PAINT 3529 14.ALL TRENCHES SMALL BE COMPLETED IN ACCORDANCE V�/IThI CITY OF TEMECULA STANDARD � LF N D RD DRAWINGS r NUMBERS 407 AND 497A. d , ! : I'f J 19 '. � � klhj I 24 DETAIL 22 CENTERLINE-PAINT 1341 LF 1 ,e' I' '�'y s,�rfiwr p ;R .,,1pp. r .r4 h1' P!• y1'.. !..' 4" i R a 11.THE STREET T ��Aq �{ / r E STRUCT ■V/■ Y S �.,;�`Y.J I\ Ir:;I fF1" r STRUCTURAL SECTION � WAS ® r„��f.,, �h.,r.,� ,�i,:.a(� 1!•, ,,. ,;', ,,, ,; ,,, ;. .a 'I s;�:':,.,,1:�, , � o � :a 1,• .., w , O DESIGNED IN ACCORDANCE ! {�°� '.�'f ,(.,;{.,��.7F�i L i , CE WITH THE PROJECT I y { ,r.+ ,�� ,+✓>',, , rka, � ,�.� r ,�A. a,J, l � t �:I. „t (, >�, . SOILS REPORT. r!".�•:; ras 1,yypp;. e. .{ t h�1 f lt/ll>;: (��: ay%/F f✓, �,t rry �f,.Wy'Nf l N.•n., .+1 d !,^n LL, ' 7+,'r,• r..,r;lr 941y! !:tii.-.tt,'d,f.u";..: .{igi3 ri 1,.65. r. .frad,pd9f' 25 I s i�, DETAIL 27B RIGHT - ,, riper �I� p, ,'f "ail EDGEUNE PAINT PRIOR TO PREPARING THE SUBGRADE TO RECEIVE14 LF ARIN BASE MATERIALS, E LS, THE CONTRACTOR SHALL PROVIDE THE ,r�l i . y ,fit k 26 DETAIL 29 MEDIAN ISLAND-PAINT 689 LIB ENGINEER TIME OPPORTUNITY TO EVALUATE TIME SUBGRADE MATERIAL AND REVISE THE STRUCTU RAL SECTIONS IF NECESSARY. 27 DETAIL 32 TWO-WAY LEFT TURN LANE-PAINT 4951 LF • 12.ALL PROPERTY CORNERS SMALL BE UNDISTURBED BY THE CONSTRUCTION OF THE IMPRO VEMENTS OR THEY 28 DETAIL 37B LANE DROP-THERMOPLASTIC 10 I 5 LIF SMALL BE RESET AT THE CONTRACTOR'S EXPENSE. �. : ' � ' � . 29 DETAIL 38 CHANNELIZING LINE-THERMOPLASTIC 1645 13.ALL SLOPES SMALL BE ROUNDED INTO EXISTING TERRAIN TO PRODUCE A CONTOURED TRANSITION '� °� ` LF FROM CUT � x � �. �� OR FILL TO THE NATURAL GROUND ABUTTING THE SLOPE, 30 DETAIL 40,LANE LINE EXTENSION-PAINT 49 LF .THE FACES OF CUT AND/OR FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO PREVENT EROSION. o .ALL SLOPES STEEPER THAN 4:1 HORIZONTAL TO VERTICAL SHALL BE HYDRO-SEEDED WITH AN EROSION �- CONTROL MIXTURE SUBJECT TO THE APPROVAL OF THE ENGINEER(UNLESS SUPERCEDED BY AN APPROVED EROSION CONTROL, LANDSCAPING OR MITIGATION P INDEX F �� LAN). PRIOR TO INSTALLATION; ALL CUT SLOPES SHALL BE SCARIFIED OR RIPPED HORIZONTALLY TO A DEPTH' OF THREE TO SIX INCHES. SWEET OWG. NO. DESCRIP?1UN .THE CONTRACTOR AGREES THAT HE SMALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 1 1 of 19 T-1 TITLE SHEET � 2 of 19 X-1 TYPICAL ,- CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS ��I��r lde PICAL cRoss sEcTloNs 0 AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING To Hemet 3 of 19 L-1 LAYOUT STA 1+23 TO STA 16+50 To Corona -� 4 of 19 L-2 LAYOUT STA 16+50 TO STA 32+50 HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, ITS OFFICERS, OFFICIALS, 5 of 19 L-3 LAYOUT STA 32+50 T + o f O STA 48 50 EMPLOYEES, AGENTS, VOLUNTEERS AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR '�.� ` 6 of 19 L-4 LAYOUT STA 48+50 TO STA 63+50 0 ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY 7 of 19 L-5 LAYOUT STA 63+50 TO STA 78+23 8 of 19 SDA STORM DRAIN CROSS SECTIONS a) ARISING FROM THE SOLE NEGLIGENCE OF THE CITY OR THE ENGINEER. . 9 of 19 SD-2 STORM DRAIN CROSS SECTIONS 17.A SET OF "AS BUILT" DRAWINGS MUST BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER PRIOR TO 10- of 19 SD 3 STORM DRAIN CROSS SECTIONS � 11 of 19 PDA PAVEMENT DELINEATION + w ACCEPTANCE of THE IMPROVEMENTS. O STA � +ra�r 23 TO STA 16 50 � 12 of 19 PD-2 PAVEMENT DELINEATION STA 16+50 TO STA 32+50 0 ' 13 of 19 PD-3 PAVEMENT DELINEATION STA 32+50 TO STA 48+50 Dt � 14 of 19 PD-4 PAVEMENT DELINEATION STA 48+50 TO STA 63+5o � ca 15 of 19 PD-5 PAVEMENT DELINEATION STA 63+50 TO STA 78+23 < U 16 of 19 Q-1 SUMMARY OF QUANTITIES,-CIVIL a 17 of 19 Q-2 SUMMARY OF QUANTITIES -PAVEMENT DELINEATION PROJECT SITE 18 of 19 ESC-1 EROSION & SEDIMENT CONTROL CONSTRUCTION DETAILS 19 of 19 ESC-2 EROSION & SEDIMENT CONTROL LAYOUT LEGEND / . [, Irk,+Ffy r r ey( ate s I°$ GAS (SOCALGAS) ROADWAY EXCAVATION & PLACE AC 14" o E ELECTRICAL (SCE) v) ROADWAY EXCAVATION & PLACE AC 15.5" o To San Diego SEWER (EMWD) ( ) a- . s NO rM F TO TRA F CONT"C rOR .s� [� sn STORM (CITY, COUNTY) -� cY ...... r TELEPHONE (GTE/VERIZON) �► S 09 FA I t 7 E THE iXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON W WATER (EMWD, RCWD) W DIAL TWO WORKING THESE PLANS WERE OBTAINED BY A SF�4RCH OF THE AVAILABLE RECORDS APPROVAL OF THIS d BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE � � DA TF °- Y4U DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND RCE a. EXP. TOLL FREE 1�aDD�221--26UC I PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT THE CONTRACTOR IS NOT TO SCALE REVlE*ED 8Y I A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MF.�NS TO PROTECT THE UTILITY LINES NOT OF In CORD OR SHOWN ON THIS PLAN. 3 INSPECTOR p.A 1 In CONSTRUCTION RECORD DAT BY REVISIONS ACC'D DATE BASIS OF BEARING SEALS F ESS Designed B Drawn SCALE �QtD Ipy y By Checked By ,J n THE CENTERLINE OF DIAZ ROAD ON TANGENT � l� ARO AR❑ GUg RECOMMENDED BYr �� DATEr �7 w CITY ❑�TEMECU�A Drawing No. ,�Contractor R' DEPARTMENT OF PUBLIC WORKS SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontal „�� p a, EG L T I R, PRINCIPAL ENGINEER BEING N18°2fi'21"WAS SHOWN IN BOOK 1 OF PARCEL Inspector — MAPS AT PAGE 96 ON FILE WITH THE COUNTY `� No, 59E02 " ACCEPTED r �- E TED BY , -16 0(a w N/A _ _ DATE _ PROJECTRECORDER S OFFICE. Exp, l� 31 07 • Date ( � NON PW0546 Tml -� Date Ca�pleted Vertical * * WILLIAM G. HUGHES �A n C1 J f �,Ivi �Q AVLI R. ❑DV AR DIRECTGR QF PUBLIC WORKS/CITY ENGINEER PAVEMENT REHAB PROGRAM - 2v®51/06 W a" "iea-=' tl N/AlFQF GA�� R,C,E, No. 59602 Expires 12--31-07 36617 06-30-06 r� •- DIAZ ROAD � Map RrC,E. No, Expires, � TI1'Id�E SHEET Sheet ��o 19U I C'";"ONSTRUCTION NOTES. RNV R/W ® ROADWAY EXCAVATION. 50' 50' EP EP ® PLACE AC. I 37' - - -{ 0' I I x37' A0' TO 36' I ® JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. *)K35' TO 37' )KA36' TO 38' EXIST CURB&GUTTER 14" **)K35' TO 73' **038' TO 73' EXIST CURB&GUTTER ® MATCH EXISTING AC. MATCH EXIST 1.5%-2% MATCH EXIST 1.5% 2% 5 ,. ,.. f .. .... . . . . , . ,,....... . 77, 77, ,. }}C w ,� :mom . r.. gin M f. !•' .`, :r '""Nn 1lRM.t r. 77 > 71 - 77 te " ir REMOVEEXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. fi ., -, ..,,,. ., n , , •,. ,..r r r .. 5.,.,a'.r .,,. k'q s«f.y k 5.. .}f .k'' d � J,. .,p&.• .(,,, s. .'„{ k. ,'.:. ,. ,..,. a,: , ,.,. ...'y„ ',':. . :,.,.. •, .:..', ,,,::,.;.,..I,:.-..,. t�"iir%pR.r r,:,7 ..I'�.::�t„YY .,d N' �! e v..:Jp a�"J �'.r,:• d C ',,:J.,,, R ril-,:,: ,, ,; 6}. _...�.,...��...��...�.�Y--r—r.—�.,.——�.—r..-r...,��.-�.�.�..,..—�....—�.—.^.�—...,..—.�....�..._.�.�.r,..,,,,�•,�—.r..�._.�.. ® INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. '----�� __~��~�� ----------r----�'—"�—�"�`�'�`�'— ' (EI E NG PAVEMENT SECTION SAWCUT. GEOTECHNICAL REPORT) DIAZ ROAD 7[] STA 59+81 -m00 TO STA 61 +00.00, **STA 62+85.00 TO STA 77+50,00 ® PROTECT IN PLACE. * *** STA 61+00 TO STA 62+85.00, STA 77+50.00 TO STA 77+86,,57 ADJUST TO GRADE. NO SCALE 10 SURVEY MONUMENT. RNV R/W U�o�a Tfl_ REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP ( 84), PER RCFCD STANDARD M815. 50' 50' I R-21 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SD--1. I EP ( EP I 37 VAR 0' TO 20' R-3-1 JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. I EXIST CURB&GUTTER 15.5" EXIST AC DIKE I 14 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. _ _r MATCH EXIST 1.5%-2% r_y_ EXIST 2% ' 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. _ — 1w, I � '��~��--~---------~~--- —4 _w—__ ------------------------------ 1� REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD NO. 214. ——_————————— EXISTING PAVEMENT SECTION , ma (SEE GEOTECHNICAL REPORT) DIAZ ROAD 17 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE. STA 26+83.00 TO STA 59+81 ,00 1$ INSTALL CALTRANS TYPE IV (R) ARROW. NO SCALE EXIST SIDEWALK 1 J INSTALL CALTRANS TYPE IV (L) ARROW. r _ ( ( Zq INSTALL CALTRANS TYPE Vil (L) ARROW. FG EXIST CURB & GUTTER RNV R/VI! I i 21 INSTALL NUMERAL "4511. i i _ + 50' So' I , _ -1 I EP EP I ' I I 37' VAR 0' TO 34' INSTALL CALTRANS LEGEND "SIGNAL AHEAD". 3,8, I I I I I I VAR 0' TO 20.1' 23 INSTALL CALTRANS TYPE VI R ARROW. EXIST CURB&GUTTER 14" EXIST AC DIKE i 24 INSTALL CALTRANS TYPE VI (L) ARROW. MATCH MATCH EXIST 1.5%-2°/n ' L T 2% ———...—� ——--ti ——�--�— ———— ——-- .�.y, ..�.� �.......�.,. 1 DIAGONAL, YELLOW PAINT. N.T.S. i s�d ; � s +4 �, .��.�__..�.. _�_�.._--_--_�-�_.� 25 INSTALL 2 DlAGO �7 lr"• 'I+F"".=,i" ' ud Yr •,, 1 is I c J n!. ._...... —.�......_—......,.._—_--._.._--__...--..._..Y._.--_—_.._—_.._.—._...__......—._...—__--___....._.—_._._— O INSTALL CALTRANS STRIPING DETAIL AS INDICATED. �.�_---_— -�---------- — - .____� �"��'�'��--�---------------� L in EXISTING PAVEMENT SECTION C) CURVE NUMBER, (SEE GEOTECHNICAL REPORT) DIAZROAD 0- STA 2+29.89 TO STA 9+48,14 NO SCALEC) Co L EG EomoNks D Co G GAS (SOCALGAS) "u�f'r' Y, ,, ''' `{ ' ROADWAY EXCAVATION & PLACE AC (1411) RM cZ r r" RM s' U C7 1-- ELECTRICAL (SCE) 50' Q ROADWAY EXCAVATION & PLACE AC (15.511) 50' EP I I s SEWER (E VAR 0' TO 64' N I SD STORM (CITY, COUNTY) EP d I VAR 37' TO 43' VAR 0' TO 64" 1.1 37' 0' r TELEPHONE (GTE /VERIZON) in EXIST CURB&GUTTER 14" I v WATER (EMWD, RCWD) MATCH EXIST 1.5%-20$ MATCH EXIST 2% 7 � -�-r-^ -ter --r� -+-F t' 1 v, °k a ""r ---———__..—�• 0 A, , 4,.. ''`�--�1 .ter+ e.� �.. ... I. .a� xf ..�:+. ,.r.:, .. •r'', V f,. �....��TM. ..r w 1 wrn.. ..,.,'•w^+T ��.:...,.. �... r .., .. ... �.,. .s f _ ..., r.. .� ,�� '. .�T':�..� .F '.t r . :r.w. ...r...:, � ,.r a., �,: ,..,. �.�:, :.r..P'r.,:. ,:, •. � "„r �1. 1. •et.^ ^!F'.y, �.! TM. �{",n !'4 d. -r-,- :. .,. .n, } r...r. M.-S , "ram "'.a •'�d L �..., : ..,. ,n.. -. -^rt.... nn.. .,,. .. ,.. l F. . ,.. r.r. . .. :• r :.r r'. ',,. u ,I 1, ^ J,t f r,t c 1, rw r { a. LEXISTING PAVEMENT SECTION -� Q a (SEE GEOTECHNICAL REPORT) J B111L P"7 jV0 rICE rO riff COjVr"C rOR e_21 Cc= STA 1+61 .36 TO STA 2+29,89 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON DATE 'l DIAL Two WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS APPROVAL OF THIS * `T"A ��-�,8" L 1"Q �A 26+83,00 RCE EXP. o BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND REVIEWED BY in UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS N O SCALE 3 TOLL FREE 1--8aaERVICE ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF °" A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD OR SHOWN ON THIS PLAN. INSPECTOR DATE REVISIONS ACC'D DATE BASIS ❑F BEARING SEAL, ES Designed By Drawn By Checked By 9 IL Drawls No, CONSTRUCTION RECORD DATE BY SCALE ��DE 514 O R. �ql AR❑ AR❑ GJB RECOMMENDED BY1 DATE: ? ��/ CITY [IF TEMECULA DEPARTMENT ❑F PUBLIC WORKS � THE CENTERLINE OF DIAZ ROAD ON TANGENT ��, �N p�L �. REG 1 R, PRINCIPAL ENGINEER i— Contractor SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontal ,� .�`' y c uj BEING N18026'21"WAS SHOWN IN BOOK 1 OF PARCEL `� m ACCEPTED BYt DATES , -/L•o(.• PROJECT NO.. PWOS-06Xmi Inspector MAPS AT PAGE 96 ON FILE WITH THE COUNTYN/A 01-1 No, 59602 7 l T3 Date RECORDER'S OFFICE. EXp, �� • �� D� WILLIAM G. HUGHES _ PAVEMENT REI�AE3 PROGRAM FY 2006106 a Vertical � AVLIN R. ❑TIVIAR DIRECTUR OF PUBLIC WORKS/CITY ENGINEER � s� CIV- � ::::::..:. DIAZ ROAD Date Corpteted qj FaF CA��F°� R.C�E, No, 59602 pP 12--31-07 36617 06--30--06 rar -ia8a. SI'lf'E�t 02of 19 N/A Expires R,C,E, No, Expires, �"°• * TYPICAL CROSS SECTIONS / CONSTRUCTION NOTES: I I I � E $„ `"� Piz 01 ROADWAY EXCAVATION. 1 � '_, �a J13 5�f PLACE AC. I u1ll I I „ i I 0 �3 JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL ASHEET X-1. ® MATCH EXISTING AC. �5 REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. a c I I I I 11 '+0 W s = I OT A l+23,1 DIAZ RDAD = J ® INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. B C S A 306+45. R LiFORrv[gj DAD �7 SAWCUT. �m q _ _ _ - - ® PROTECT IN PLACE. — ®. ( -7 f m ® ADJUST TO GRADE. D I +� --- -- _ '� _o-- ¢�. .--- -- - -- — — - 10 SURVEY MONUMENT. a .r1 D [ I � — 26'2t w 1634.64' - uj DZOC1p 33 I r,-��I,�1 1 —. —.— .— .—.— . © REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (B4999•), PER RCFCD STANDARD M815. E • 9oE ®O "-'�Y 110.84'C — — — „—"—"— — w.— —4 EC1 .3q'LT o DI OAD V o ) BC 11'L. T 1 + C y—I V CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SD-1. c o p J.,-x I + 00 13 JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR Q 1 I I a 'i I C ) ( � V W v O 14 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. MINOR 1© REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. TJ 11 I�oI II I o I � /i1 Fl-61 REPLACE AC DIKE 6" CIF PER CITY OF TEMECULA STANDARD NO. 214. F1-71 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE. 18 INSTALL CALTRANS TYPE IV (R) ARROW. 2' F-191 INSTALL CALTRANS TYPE IV (L)ARROW. O LANE LINE ® INSTALL CALTRANS TYPE VII (L) ARROW. O O � ©1 INSTALL NUMERAL "451. LIMIT LINE V \� N N ® INSTALL CALTRANS LEGEND "SIGNAL AHEAD". 3 7) (( \�`y'' s a 10' 10' 30' `W O a J N 23 INSTALL CALTRANS TYPE VI (R) ARROW. / i I m 0 T a 24 INSTALL CALTRANS TYPE VI (L) ARROW. DETAIL B ¢ _ — _ — m - — — — — . _ --- -- - -- - — � — 0°e _ W E TYPICAL LOOPS LAYOUT -- —• —.—,— , n '—,�'`_,, —d•, ', _,. , 25 INSTALL 12" DIAGONAL, YELLOW PAINT. N.T.S. t- ` _ :xxx — — _ — , _ -- O Lu uml INSTALL CALTRANS STRIPING DETAIL AS INDICATED. W 9 - u e-,_ 10V t 00 t +00 —� [ + 0 5 rt fq -- - - - - __ 16 - __'"_ ORM N-� © CURVE NUMBER. —_ � a /L� /�/� _ O o"— N18926'21'W 1634.E}' __.DJAZJ,ROA • _ _•—• • • , .— + / B E7 1 0 °' LEGEND Lc) — . — _ — — —°°• — ——I•— ——.-. — �.—.— vcWffWmFFm CO - o GAS (SOCALGAS) ROADWAY EXCAVATION 8 PLACE AC (14") W Iol% - — — — — — — — co W u Z - -i — _ - - - - - t-6--qe4u= ELECTRICAL (SCE) -Qa ROADWAY EXCAVATION & PLACE AC (15.5-) J j ...I a 2 = SEWER (EMWD) T - o i q sn — STORM (CITY, COUNTY) LU L o TELEPHONE (GTE I VERIZON) Q / � WATER (EMWD, RCWD) C G C 0 G 4 o a s 0 t a D . CURVE DATA p �w NO. R A T L ��w7 BV NOT/CETOT/f/ECONT/PACTOR tp w 6o•33nr s4.8r 99.34- ® 1594' 06°07-29- 113.21' 228.03' THE EXISTENCE AND LOCARON OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON DATE a° DIAL 1W0 WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS APPROVAL OF THIS © 2000 24.33'96' 436.35 857.33' RCE Exp. o BEFORE DAYS BEFORE PLAN BY THE CRY OF 756FCULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE YOU DIG YOU oIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND O 4000' O6'3Wt0' 302.03 602.92 RENEWED BY: o TOLL FREE 1-800-227-2600 U77LITY PIPE OR STRUCTURE WBHIN THE UNITS OF RS PROJECT. THE CONTRACTOR IS ® 3 A TOLLk SERNCE BY UNDERGROUND -227 ALERT REQUIRED TO TARE ALL DUE PRECAUTTDNARY MEANS TO PR07ECT THE U7/UTY LINES NOT OF f0ffi 27'34'32' 25037 49091 RECORD OR SHOWN ON THIS PUN. INSPECTOR DATE c CONSTRUCTION RECORD EAT BY REVISIONS ACCT DATE BASIS OF BEARING SEALS �I[SS/ ➢esigned By Dr nwn By Checked By T'r TEMECULA Drawing No. 3a SCALE R0. Op9 RECOMMENDED BYi� DATE: Z '/ O!i CITY ❑F EI"IEC ULA DEPARTMENT OF PUBLIC WORKS y THE CENTERLINE OF DIAZ ROAD ON TANGENT 0.`N `N R. 0v ' ' PRG ARO GJB REG UTLE PRINCIPAL ENGINEER Cmtroctm SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 HDrizonkal c yp ,. // u BEING Nl W26'21•W AS SHOWN IN BOOK I OF PARCEL so _ n �R I� 7-N- ACCEPTED BY, ' ✓`w DATE: 2 '14-016 PROJECT NO. PW05-06 L�'� O MAPS AT PAGE 96 ON FILE WITH THE COUNTY 1 40 N0. 5%02 �Nn 13 Date Try? iwo WILLIAM 4 HUCilES PAVEMENT REHAB PROGRAM - FY 2005106 a m:oector Exp. 12-31-07 a i RECORDER'S OFFICE. Vertical AVLIN R. DDVIAR DIRECTOR OF PUBLIC VORKS/CITY ENGINEER :r.,;:: DIAZ ROAD Sheet03of 79 pk fope4° NIA 9jF R( [pU�� R.C.E. No. 59602 Expires 12-31-07 RLE. No. 36617 Expires U6-30-� ��•� LAYOUT STA 1+23 TO STA 16+50 xx CONSTRUCTION NOTES: I ROADWAY EXCAVATION. E2 PLACE AC. F3 JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. ,I ® MATCH EXISTING AC. 1( F5 REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. ` ;�I 1 ^ © INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. W o0 1 i ' I Oo V 1 ` F7 SAWCUT. ^ �S_-,� ¢ _I O n� �1 1\17'W 1 `, ro Z co = o ® PROTECT IN PLACE. m L _ A + _y� -- Q ADJUST TO GRADE. gtgsz,._ a g,F 00 LA r $ - _r � 10 SURVEY MONUMENT. `` �I 6 �I l BE S E 3tht-. — _ 7 mT + W / J✓.� .y , � / I _ DZOOD T " �• o_ r 4.0+Q 23+00 1 11 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (84899), PER RCFCD STANDARD M815. #0.� _ I, rn F121 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SD-1. J / Y _ __ _ — _ — — _ �• 13 JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. u — ' SOA�,_ —° y —Y • _ 14 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. 16 REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD NO. 214. C lX 17 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE. 18 INSTALL CALTRANS TYPE IV (R) ARROW. F19-1 INSTALL CALTRANS TYPE IV (L) ARROW. ' FiOl INSTALL CALTRANS TYPE VII (L) ARROW. 21 INSTALL NUMERAL "451 . INSTALL CALTRANS LEGEND "SIGNAL AHEAD". F•. 1 1 = T� 23 INSTALL CALTRANS TYPE VI (R)ARROW. / A _ e ni IIIII _V Q 24 INSTALL CALTRANS TYPE VI (L) ARROW. I w 25 INSTALL 12" DIAGONAL, YELLOW PAINT. W ` c 7 O z O INSTALL CALTRANS STRIPING DETAIL AS INDICATED. / - wl ® CURVE NUMBER. / LEGEND 1 Lu — " GAS (SOCALGAS) ROADWAY EXCAVATION B PLACE AC (14") {� I0&'.T•.=�.�Ja2`Y4.=7—. =4=�= , BEFI;S6` I'6RM — C CD — c ELECTRICAL (SCE) — — ��flR1~; _ •—rv� •-o• m a Lo ROADWAY EXCAVATION 8 PLACE AC (15.5") • 7—, —, ,?moo . ",'"— — m F _ _ _ —. rn s SEWER (EMWD) + - . —. 0 9 —1-. „—.^,w' p - --- - --- - - - — m STORM (CITY, COUNTY) N —_�.- -- -- — — — — -- — �_ — — - t --- CIO N TELEPHONE (GTE /VERIZON) W l a v WATER (EMWD. RCWD) Z ( ^ r o W r J w 2 ° O U a L r ° s Q CURVE DATA �r Ern �� C NO. R G T . w�� CII Ih�°Illl NOT/CE TO THECONMCTOR C p w' eo•arot• sa.er 99.8�• L THE EXISTENCE AND LOC477ON OF ANY UNDERGROUND U17LW PIPES OR STRUCTURES SHOWN ON ® 1594 OB'07'2B° 113.21 726.03 ° DALE DIAL TWO WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILIBLE RECORDS. APPROVAL OF NIS a BEFORE DAYS BEFORE PLAN BY THE CRY OF IEMECULA DOES NOT CONSRTUTE A REPRESENFA70V AS TO THE ® 2000' ?A'33'3B' 435.35 857.33' RCE EXP `N YOU DIG You DIG ACCURACY OR COMPLETENESS OR JHf EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND O o 4000' OB°38'10' 302.03' BD2.92' R£NENED BY.' o TOLL FREE 1-800-227-2600 UDLNY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. WE CONTRACTOR 6 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALM RIFOUIRED TO TAKE ALL DUE PRECkMONARY MEANS TO PROTECT RIE UTILITY I NES NOT OF ® 1020' 27034W 250.31' 490.91- a RECORD OR SHOWN ON THIS PLAN INSPECTOR DATE c CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SEALS UI ISsl Designed By Drawn By Checked By Growing No. a SCALE ®Q0. R. ONq/ ARU APO Die RECOMMENDE➢ BY, h DATES 'T v4 CITY ❑F TEMECULA DEPARTMENT OF PUBLIC WORKS y THE CENTERLINE OF DIAZ ROAD ON TANGENT ��, `N ODb P E TL R PRINCIPAL ENGINEER .- [mtroctw _ SECTION BETWEEN STA 1+23.15 AND STA 17+5779 H lzontol r s u BEING NIB°2621-W AS SHOWN IN BOOK OF PARCEL EE— E = c P : ACCEPTED BYE DATES 1-/4+C. PROJECT NO. PWOS-06 0 Ins ctor MAPS AT PAGE 96 ON FILE WITH THE COUNTY 1 40 N0. 5%02 v L pEs µ 7406 0: RECORDER'S OFFICE. Cql. 12-D-07 a 'CD Date I VRECTO G F PUBLIC PAVEMENT REHAB PROGRAM - FY 2005106 a Verticol AVLIN R. ODVIAR DIRECTOR 6 PU9LIL VORKS/CITY ENGINEER / N/A r CTVR aQ DIAZ ROAD C; ate[wpeVE 9JFa LA\\\�0. R.C.E. NO. 596@ ExPFes 12-31-W R.C.E. No. 36617 Ex 06-30-06 ��' - Sheet 040F18 j P`'es' LAYOUT STA 16+50 TO STA 32+50 Of CONSTRUCTION NOTES: [-ll ROADWAY EXCAVATION. F2 PLACE AC. I F3 JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. o ' {I4 D ILL® MATCH EXISTING AC. �Q� I i 10 W I O C ( I I _ I In I I s �! �5 REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. > o -I 111' n ® INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. 0I In 0`3 O a _ _ _ _ __ 07 SAWCUT. r I CIS I maj —I W ® PROTECT IN PLACE. Z ® ADJUST TO GRADE. mh9l W RAC W� FI-01 SURVEY MONUMENT. + - — —' '—•�� =y p=,—:_•_' �� _,� , i O -=c— —_ —1^ I,.;-_" �_.—"—.a__{.—A—N—"—.�. o e o Una .A V20W - •—'— _ _ — .--�q V.n—.�- °i>z_. ate. — 1 "�OL ♦/ © REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (94099 , PER RCFCD STANDARD M815. —'—• "—'_ .—.— . O �. _ __ _ _ _ _ _ 1© CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL CSHEET SD-1. O N - " • '� -- -- pW2 ROAD m - - - - - -- -- - - - - - r 13 JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. m w+ b X — N J 14 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. m T P •�•. ® REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. ""'I \ / •� 1® REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD NO. 214. Fl-71 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE. C 18 INSTALL CALTRANS TYPE IV (R) ARROW. C 19 INSTALL CALTRANS TYPE IV (L) ARROW. ( 1 20 INSTALL CALTRANS TYPE VII (L) ARROW. 1 21 INSTALL NUMERAL "451. 0 INSTALL CALTRANS LEGEND "SIGNAL AHEAD". 1 1 m 23 INSTALL CALTRANS TYPE VI (R) ARROW. a - ..{ r F2-41 INSTALL CALTRANS TYPE VI (L) ARROW. T z ; i. o - 1. J _ ark t •-t-•25 m w INSTALL 12" DIAGONAL, YELLOW PAINT. r c -+o • — F _ A y INSTALL CALTRANS STRIPING DETAIL AS INDICATED. R — � m �� — — ® CURVE NUMBER. _ _ _ — — t 1 O • —, — cyl rn LEGEND - - S - - - N 01 G GAS (SOCALGAS) ROADWAY EXCAVATION & PLACE AS (14") O — — _ —,�--" — ,DMZ-ROAD — _•—.—�—��I�—• '�-• � • m — ELECTRICAL (SCE) V• \ \ ROADWAY EXCAVATION & PLACE AC (15.5") m .--•—• ° V I q SEWER (EMWD) � m —i•c4� " •�' _ I - - �— - -�- - - �-- —�- � u _ J o STORM (CITY, COUNTY) T TELEPHONE (GTE/ VERIZON) W I r N WATER (EMWD, RCWD) O I a o m r 70 p I 0 G) D i a +J CURVE DATA w O -I NO. R A T L s { D p® 0 T NOT/CETO TNECONTR.4CTOR Oi 96' BO°33'01' 54.BT 99.34' ASBU/LT" E TNf EXISTENCE AND LOCARON Of ANY UNDERGROUND UHL/TY PIPES OR STRUCTURES SHOWN ON ® 1594' OB'07'29" 11327' 716.03' a DIAL Two WORKING THESE PLANS WERE OBTAINED LA A ESN NOT OF S77 JTE AREP RECORDS MS 70 I OF THIS ® 2000' 24,33'3B, 43&W 86733, DA71 a. BEFORE DAYS BEFORE ACC BY M£ CITY L ENES TEMECULA GOES NOT CONS HNTE A REPRESENTADON AS TO 111E RCE EAP. •p YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR 7Nf EXISTENCE OR NON-IXISTENCE OF ANY UNDERGROUND 4000' OB°38'10' 30203' 002 97 of TOLL FREE 1-800-227-2600 UDL/7Y PIPE OR STRUCNRE WITHIN THE LIMPS OF THIS PRaI£CT. THE CONTRACTOR IS O REMENED BY: in A PUBLIC SERVICE BY UNDERGROUND SERVICE NEW REQUIRED TO TAKE ALL DUE PRECAUT70I MEANS TO PROTECT THE U77UTY LINES NOT OT ® 1020' 27`34,32" 250.31' 490.91' 3 RECORD OR SHOWN ON THIS PLAN. Lo_ INSPECTOR DATE CONSTRUCTION RECORD DATE BY REVISIONS ACCT DATE BASIS OF BEARING SCALE SEALI Q0.p1 E7d/ON ➢eslgned By Drawn By Checked By ; 4 CITY DE TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No. a Cmtracmr THE CENTERLINE OF DIAZ ROAD ON TANGENT �® N R. Op ARG ARD GJB RECOMMEN➢ED BYi h DATES 7- -6 i SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontal �!j'� Ai fi- EG1 T E PRINCIPAL ENGINEER -'- - - BEING T PAGE 6 AS SHOWN IN HOOK 1 COUNTY PARCEL �. ��'I ' U Inspector. - MAPS AT PAGE960N FILE WITHTHE COUNTY 1E�-40' ND. 59602 'y/�I1EA//I /'(�f/[.+�lT�' ACCEPTED BY, DATE�. 2-T4'v0 PROJECT NO. PW05-06 RECORDERS OFFICE. Exp. 12-31 07 = Tl Dote FSS. )4 Zoob WILLIAM G HUGHEs PAVEMENT REHAB PROGRAM - FY 2005106 L-3 Of O Vertkol • gVLIIJ R. OBVIAR DIRECTOR OF PUBLIC VDRKS/CITY ENGINEER E 0.mE.Iopnr° - -- NSA °si9 f1VR Aix DIAZ ROAD ♦E UT CAL It R.C.E. No, 59602 Expires 12-31-07 R.C.E. No. 3"17 Expires 06-M0116 �� '4heet. 05nf 19 U LAYOUT STA 32+50 TO STA 48+50 a CONSTRUCTION NOTES: [11 ROADWAY EXCAVATION. �2 PLACE AC. 1 © JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. \ 1 1 y FTI MATCH EXISTING AC. \\ 1 '`+o r 1 \ 1 05 m REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. 1 ® ® •�' 3 �- © INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1 . -I Qo / \\ •' I I I o bao - (� 0 _ 1 • T LIA SAWCUT. _ _ Q•. - - _ — L8I PROTECT IN PLACE r — — •—, N F9 ADJUST TO GRADE. m o«. • • .-• m -R5PDICE>1bRM DRAIN PIPE "� J m -•- -• SEE SHEET SD3 . =.=�_�._.-._ 1-01 SURVEY MONUMENT. •—•—•—, —,-- •--' DIAZ ROAco D rpi 11 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (134000), PER RCFCD STANDARD M815. = C.J' - — _ _ - - r ri-21 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SD-1. _._• - \ / O © JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. m 1� JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. 1 ,N, m illin 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. Mir 18 REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD NO. 214. r ! [1-7-1 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE, W 18 INSTALL CALTRANS TYPE IV (R) ARROW. FI-91 INSTALL CALTRANS TYPE IV (L) ARROW. F2-01 INSTALL CALTRANS TYPE VII (L) ARROW. \ � y F21-1 INSTALL NUMERAL "45". 2-21 INSTALL CALTRANS LEGEND "SIGNAL AHEAD". 23 INSTALL CALTRANS TYPE VI (R) D ARROW- F2-41 INSTALL CALTRANS TYPE VI (L) ARROW. n r a n w 0 �Q N E91 INSTALL 12" DIAGONAL, YELLOW PAINT. _ - _ �,-' £ ® I — O INSTALL CALTRANS STRIPING DETAIL AS INDICATED. 0 •� 1 villililill ® CURVE NUMBER. m �.• \ - — — — — — 'r` -A -"62i00 ♦' i — y p LEGEND 0 3 GAS (SOCALGAS) ROADWAY EXCAVATION & PLACE AC (14-) � .. -•-.-. -.-._.N34'2L':A0-'�-• -2206.OF.-- • -. _•-+.e-.=,__.___ • -•_• '- � o Will �TI u c ELECTRICAL (SCE) --� _ ._ 1 "-��r.ROAD- ._•-• •I- - - ?( 0 '^�"^yyrr-^^ _ ,m^ a I \I ROADWAY EXCAVATION & PLACE AC (15.5") ,^ •_• - - _ =•= -, -• 1 -- _ ( lt��f V• i s SEWER (EMWD) LJ VI . •_' " " " _ - -I- �_ _ - F T a sn STORM (CITY, COUNTY) - �' �' •� • _•- �.- - - •i�� o * TELEPHONE (GTE/VERIZON) DT �- _ - - - - �- ,' WATER (EMWD, RCWD) W o O 0 u / o a m s CURVE DATA }� O NO. R A T L D �11 �J/S �� NOT/CEMMECOWMCTOR +nT 'O II•'' 08007 '' s' Br R°a'' "ASBU/LT" v vlV� ,y ® 15&S OB'07R9" 119.21' 228.03' THE EXISTENCE AND LOCARON OF ANY UNDERGROUND UNCRY PIPES OR STRUCTURES SHOWN ON o ® DATE a DIAL TWO WORKING THESE PLANS WERE OBTAWED BY A SEARCH OF THE AVAILABLE RECORDS APPROVAL OF THIS 2001Y 24"33'38" 435.36 B6T.33 RCE EXP o BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSI A REPRESENTATION AS TO THE Q 400Y OB-MOO' 302.03' 80292' o YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND REIAENED BY Tou FREE 1-800-227-2600 URUTY PIPE OR STRUCTURE 110771 THE LIMITS OF THIS PROJECT. DE CONTRACTOR IS ® 1DW 27"3P32' 250.31' 490.91' a A PUBLIC SERNCE BY UNDERCROUND SDIMCE ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY ONES NOT OF INSPECTOR DA IE c RECORD OR SHOWN ON THIS PLAN. CONSTRUCTION RECURD DATE BY REVISIONS Al DATE BASIS OF BEARING SCALE SEALS `0.�{LSS/pp Designed By Drown By Checked By Orawing No. a e R. A� All ARO GJB RECOMMENDED HV� GaLDATEi L 0` CITY ❑F TEMECULA DEPARTMENT [IF PUBLIC WORKS u THE CEWERLINE OF DIAZ ROAD ON TANGENT QS, tiN OpL r• FG T E , PRINCIPAL ENGINEER Cmtractrc SECTION BETWEEN STA7+23.16ANDSTAI]+9]9 Horizontol y o• PROJECT NO. PW05-06 BEING N18"2621'W AS SHOWN IN BOOK 1 OF PARCEL = c P '� , ACCEPTED BY. _ DATES 2-14.OG 0 MAPS AT PAGE 06 ON FILE WITH THE COUNTY 11� 1 No. 596➢2 Dote 6 n Zaab spa tw 1 4 Em 12-D-07 g. N VILLIAN G. HIIGHES PAVEMENT REHAB PROGRAM - FY 2005106 a RECORDER'S OFFICE. Verticul AV M R. DVI R DIRECTOR OF PUBLIC WORKSMTY ENGINEER ! DIAZ ROAD NN r�eW NIA " 'qE CNIL`�.t?Q 59602 12-31-0] 366D 06-30-06 "^' Sheet O6of 19 DT CA\� R.C.E. No. Euplres RACE. Nn Expires �•� LAYOUT STA 48+50 TO STA 63+50 CONSTRUCTION NOTES: E1 ROADWAY EXCAVATION. F2 PLACE AC. E3 JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. ® MATCH EXISTING AC. © REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. 9q ®® INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1 . vJ ItD �7 SAWCUT. � -�� _ `V pa'�6pU / ) 0 08 PROTECT IN PLACE. 09 ADJUST TO GRADE. a Ff0j SURVEY MONUMENT v \ "--°�_,_ `'�• �� _ — s°G _ o �soo — — - Fl-11 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (04099 , PER RCFCD STANDARD M815. all CA 12 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SD-1. ^ - lei � 7D>oo �� _ — _`,T O _ r _ : 13 JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. Vi c\ — ` — —_, _ �._ -- 1 9 36 W- 9 57 CIOy , _ m Fl-41 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. — q �------�—''`)- -7--�-.�-----� - - a - - m 16 REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD NO. 214. �"^ �OAD- — �.,�^--^^^' 0 T1 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE. C 18 INSTALL CALTRANS TYPE IV (R) ARROW. r F191 INSTALL CALTRANS TYPE IV (L) ARROW. rn ® INSTALL CALTRANS TYPE VII (L) ARROW. 21 INSTALL NUMERAL 1145". �T ® INSTALL CALTRANS LEGEND "SIGNAL AHEAD". w I I L I �I [231 INSTALL CALTRANS TYPE VI (R) ARROW. F24-1 INSTALL CALTRANS TYPE VI (L) ARROW. W o�°adsd I ,J � p1 — MM O INSTALL CALTRANS STRIPING DETAIL AS INDICATED. W 'sq yn� s saO--L� - - O - •_ uaiilK _ - - 25 INSTALL 12" DIAGONAL, YELLOW PAINT. _ O qI - n _ Zat 0 CURVE NUMBER. Q 5 _.. . _. _ -! - -- t _ - - -" - - +� W v n - 7 W 72+00 _—. ey��( I _ LEGEND c __ J 557' :_4n - = y _ GAS (SOCALGAS) ROADWAY EXCAVATION & PLACE AC (14") t`- �� "� • � aaJ - _� -�- -• E ELECTRICAL (SCE) + ROADWAY EXCAVATION & PLACE AC (15.5") r — _ ' �, _ __ ,- - _ _ _=— — — paSao o p s SEINER (EMWD) wl POT STA 78+23.39 DIAZ ROAD = sv STORM (CITY, COUNTY) W �® PO STA 95+36.71 WINCHESTER ROAD a 9T1�. � yq0 Cif Z 1 1 �,�' i Ic. c p 1 IN TELEPHONE (GTE I VERIZON) d WATER 0 w , I vt i q E C i � G ° s yy�L �II�� CURVE DATA `� I` T NO. R e T L +' IllllLll\(I\\( NOT/CETO MECONTRAi < Sol94, So 54Sr 99l "AS BU/L7" THE EXISTENCE AND L004WN OF ANY UNUERCROUND UTILITY PIPES OR STRUCTURES SHOWN ON ® 1594, OB'Or29' 113-21' 228AT e a DIAL TVO WORKING THESE PEWS WERE OBTA/NED BY A SEARCH OF THE AMIABLE RECORDS APPROVAL OF THIS © 2lKKM 24033'38" 435.35' 857.33' RCE EXP DAZE `Oo BEFORE DAYS BEFORE PUN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERCROUND I> 4000' OB°38'10' 302.03' 602.82' RENEWED BY n T FREE 1-800-227-2800 UTILITY PIPE OR STRUCTURE WITHIN THE LIM17S OF THIS PRDIECT. THE CONTRACTOR IS o 3 A PUBLIC LIC SERJICE BY UNDERGROUND SERNCE ALERT RECURRED 70 OW ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTHJTY CITES NOT OF ® 1020'. 27°34'32' 250.31' 490.97' a RECORD OR SHOWN ON THIS PIAN. INSPECTOR DATE In 0 CONSTRUCTION RECORD DATE BY REVISIONS ACCT DATE BASIS OF BEARING SCALE SEALS eag1IS7I6N Designed By Drawn By Checked By TT �/ E� T1- �,1 Drawing No. a THE CENTERLINE OF DIAZ ROAD ON TANGENT �0 pR. Op 9j ARE qR0 GJB RECOMMENDED BY, fh� DATEi Z V ON C1 ❑I TEMECULA DEPARTMENT OF PUBLIC WORKS Cmwctar i t (, F EG T R, PRINCIPAL ENGINEER r SECTION BETWEEN STA 1+23.15 AND STA 17+5779 Horizontal y �c u BEING NIB"26'21"WAS SHOWN IN BOOK OF PARCEL 11— ACCEPTED BY, 'w DATE, 2- - PROJECT NO. PW05-06 Inspector MAPS AT PAGE 980N FILE WITH THE COl1NTY 1 40 No. 59602 FEB �A Z006 L=5 0 RECORDERS OFFICE. °�` E>Ip. 12-31-01 Dote DIRECTOR G. HU PUBLIC PAVEMENT REHAB PROGRAM - FY 2005/06 a Vertlml gVLIN R. OOVIA DIRECTOR OF PUBLIC WORKS/CITY ENGINEER E i Ntr to dive N/A �r CLVR ��e DIAZ ROAD a 9jF DT CAUY� R.C.E. No. 59602 Expires 12-31-07 R.C.E. Na 36617 Expres, 06-30-06 ,� gh�ni t D7of�9 cC LAYOUT STA 63+50 TO STA 78+23 U" u S F } , e II:' J t �'F( ',I'. Kf Y{..: ] y yf 1 y r 1. I I . {'., k Y s 1 i S 1 - . "". " ,, 11, — � � I I. :�: I . P , I . -1 '..", '' h r CONSTRUCTION NOTES. ... ' . "' , ��.. 1 7 .,J � _''.� .'_; , - - ,,, . ,1. I .� - , 1,j '' ; ...... , - + le �;�. . . �'l ,,� 7. �� . " . , 7 , - - F. � �, . - r�', '' � .;��'..,! ,-,.. ..'"", "v; , - 1, . , , , 1' ' � ,:,.��_.,.__ . . , - � . '' . : .: . ", �,e�_ ��, ,"11- _�,.�, I .. I � � 11 I i_., � . . _, . ' ' - ,, ,� 7��,,_- - L-i L'. .. .".__:.. —1. ` 11 , - 11 . I. . . .�, , - ; ., _:, .�r, �, -,:,.;`- , . ��. .��,"',_,��J�1�11 , . I _:, � , 1, �1 , , %:::�;:':, . . ,� _ :`;�,.l . . . _'.,i�"� . ��," 0. , ��, ,41. I .. . ;_,��,�-__ ' %:',',�..T,"., ;,r,:.1 . _ ". . � : �-, " ��,�,, �.�:�. . , - .. - '10, ,;�'��.,�`_ . � r, " ,f, _ - �i, ��,�,� �, ,f, - . 0 ROADWAY EXCAVATION. � . ' '. " ' . :�-,,�"",�:�,-".;��i �""�"? .�� . - j, : �!�,;:';',,:':'--",'_4 I.. I , .., . 11 ,,��5��,!,,�,,,';� ,"',�!: "�', � - .�� - J��';;",". , � ., , ,,, � .' ' : ' "' � . -',,, -, ... .: '. 11 ,,,,�, ,I - - , .' ' � - .,.. ,,, ,1 1 !1 ✓ J � - n4 1 11 2 PLACE AC. k_r� .� `' �_ 0 'i 0 '�; t;; I ! " 11 X F .. - h }, a11, , VVV s x J.. , k li/ - 'i' W SEE DETAIL A S HEETX 1. 0 JOIN EXISTING GUTTER. USE 3/8 ABOVE LIP OF GUTTER AS CONTROL POINT. 1/ - _r G 2 (j . _i . I I . .', .. .I 11 I i I , tJ '' r CGG Ste, ! It i �_l �, �� 1. 0 MATCH EXISTING AC. S k ++ f t 0'��11 �V i,� G f _,� � . I . .. ,ii"111� ( ,4-;' ' . '� I '. ,� ; , . I — ,; ,. .,�_ �0. � 1 . A k {J': .f, y .:. .. _ i fT' P AND CONDUCTOR. �� " x; 1 ,0± SWJ REMOVE EXISTING TRAFFIC SIGNAL LOOP -I W )�" 11 4 R `tt r f f �, i �� a r f t .( v It F t 1, + �. 5,O- ND RE OVE CMP dT r . /_ `. ♦ '.:•. yr. ... 77�, IN PER DETAIL B SHEET TL1. P AND CONDUCTOR. SPACIN1.G ; ` .. ® INSTALL TYPE E TRAFFIC SIGNAL LOOP C - ,3 a I dN i'.� rfi t r t I 'n t 1; � :; f 1 4 d 3 ' .�'�.I_ 1a-. L �; p r ., 0 SAWCUT. 1 . 1 . -----_ ___� r- , " — 1. 1. ( _____.. ----__ —. 1,177. � , . . ' "' W ""'' " : ;- , �� +" ,.14,I d;11, F rt, _`_j� s'T., ,11 __' 1 . .goRIW V AMP "�- - — 5,0± E D REMOVE C ,_ _ —�-- h.•`s ' '' a.. F r � _ .. T I PLACE. 3 r 8 PROTECT N . 71�.. �L� --��V' I °. �. ti 1 1 Y �� :: __�_ _._;� ' ' .. . . .", ,�;,� '. �. '; .. — ";;,� ,:� �,,�., , . , � _�77 - W ;"I "�,�' +. _�'. , ,'. . I �.,.,.. J t:ta 4t t 7,:. P 4 j r r 9 ADJUST TO GRADE. ,- '' ,� '' 77� !� 5010 0 ,,,/ a /11�J1 ) `11�1;11',�!, J r .rr r d ,+ �, ' r, MONUMENT. W o SURVEY M ILD r Dodoll ��""`:',",'""'�."-""",.'',-",",".'"',,. � r11 (b - F. ENT DIAMETER RCP PER RCFCD ST ANDARD DA RD M815. s s. EXISTING CMP WITH EQUIVALENT , 11 REPLACE EXIST ( } 1. 5 t I ! 3 t = ..Y r a .�.. _( s P c V is 1.rr s .s J; ,'��, - , t— I II , 0I , ,_ � I. . . .5, " , " � �. , 1. I5010 9 ,] cy ? '' s' Y F' r �Ff �, ffi. i ! 1.;c,�i I I Y,' p V ! :. '.1 .' ':.... I ',G: s - - ,R'. O EXISTING CATCH BASIN PER DETAIL C SHEET SD-1. : ' ' , , ,,, I I'll, Ic I , - , , , , "1 . Y11 1 _.. . UR] CONNECT RCP T 1 W r �! ,�� , rse ��J x 1. f �I.., ' P - �. �;��',"�', ".". , - ' ' �� ] P 5� 1 h Y t F ; h ,!rS -S �.•f} 4 1 red k E�. �, �'.;. .. ,.: f 1':. BETE COLLAR. 13 JOIN RCP TO EXISTING CMP, PER RCFC D STANDARD M803 CONCRETE f 01. � y `% r" a I .1. , , . . W ; . r ... .''. - �_� -� 1 , r r% r r//^, 4 yl ,r� t f P 1 �./ / r �i � ' ' " ' J" T '.....'..l .., I ' ' I - :.� �,-�,,,,�f . , 1, �. -,,,��,.1 . ''r �: . .. r � """I " , . � ,�,�� :.� .- �1.11 . CONCRETE COLLAR. , , ,,,, ; ;,— , •" - "'.".":"','J""','J""'-"",,.;,;,:� 'S 14 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 Co I ., . r . ,�'. ��r'' S J a rdI Ij } r,�_ ""i, r � . ._ .1 . I .q., .1 � :e�', �,;�',��,,,', I ii� .. �'F-"j_ ''��.". - I,�,� -� . . . �',.""�,��,.�_. , ., .. .1 , , '. I - ... �, ,- 1, i, i - I ,�;, t f ""'',1", I I . . .., "I'l-'_3 J 'f }' 1 r 7 1�..;.' f , �11 1 � 1, I 'f ..1'II J '1 IF { t W 0 a 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407 f {....l..J ,,,,,r S 5 F, F '..f �. � r'r'%,, ...'' . .. . , 1 , .. ,- _. �I - .1 . 1, 9 rr }� 5:. it f,.; ..r,�(.'' DIKE 6 CF PER CITY OF TEMECULA STANDARD No. 214. 16 REPLACE AC DI ,� , t I ) '.. , .:,, , . I . �� . r 11 a r,, t rr LINE. 1. I"J �y{ 4 1 1' CALTRANS 12 CROSSWALK/LIMIT --_. 17 I NSTALL CC : 1. /^1 r� ��f f F J 1�1 § r } V / 111'�; D I L.__ 18 INSTALL CALTRANS TYPE IV (R) ARROW. 1 INSTALL CALTRANS TYPE IV L ARROW. SECTION SECTION .1 �I ( CROS 17+84± 20 INSTALL CALTRANS TYPE VI I L ARROW. 4+30+11, 0 � ) rr n R/W EP CL R/W R/W EP CL EP 0 R/W 21 INSTALL NUMERAL 45 . 22 INSTALL CALTRANS LEGEND `'SIGNAL AHEAD`'. r �o 23 INSTALL CALTRANS TYPE VI (R)ARROW. I Nr I I I °� I [241INSTALL CALTRANS TYPE VI (L) ARROW. I I Ill I I MIINSTALL 12" DIAGONAL, YELLOW PAINT. LIMITS OF CMP REMOVAL & NEW RCP LIMITS OF CMP REMOVAL & NEW RC `� Q INSTALL CALTRANS STRIPING DETAIL AS INDICATED, CATCH BASIN 11 18" DlA x 49'L � 8 18"CMP 8 SIDEWALK, CURB&GUTTER to # CURVE NUMBER. ' Fff��E-- 1010 _---_ _�] — -_ _____ ____ __��_ __ ____w _�__ .�_ 1010 7�� . --- ---- a- 1010 ____ - GD 1010 ( #4 1211 DOWEL INTO CATCH BASIN) I ; _— 2 2 �M -0 �� rr i__ _� , �� 9.5± ER ZO TEL ON 410 2 CIRCULAR TIES DIAMETER = RCP OD + 6 ) ssu � F_to � 1000 l000in CONCRETE CLASS 560-C-325D =:�= -- I- -_ -----L= �" 38.0'±L ' ' 0L±_ co I I 2�5± RIZ N-TEz � D L r I I MATC EXIST A�� EX1& 1000 s 3 +`t �w'\ 1000 c3i N 1 rl '-, _s_. ,,—NEW RCP � ��7 �E FNE r n +A p �' u 2 '� ( ( �� 8. ±'L RC D WA ER 36 CML& MATC EXIST rr r Ir EL 10DU3 }:8'- f2 ,. .� ,� TR EL 999.5 + v 18 1.0 6 I I L 2 0�L- GW E� � 9 9 0 / 9 9 0 + T C R ELE 006.17 -�----- d 24" 1.0' 6" 4 -- -�-- _ r L 1 _ 8' E 9 9 a I I MATCH EXIST C) 5.o REM sE R +� WE-s � I 9 9 0 �t _ 3g" 1,5' $" FL ELEVATION ASS MED 2 '±BELOW W FG '-% €L 99 . I L '+ '� " rr 1.5 1 D" cT a is L_ �f � 980 980 57" 1.5' 1 D" -_ M '- -0— -,,I t . i ___ I I . I ____ I I . . I I . = --- - j I c:� 980 I 60 1.75 11 EXIST CATCH BASIN " r " (PROTECT IN PLACE I -- - -- 8 0 3 0 4 0 5 a Ill 66 1.75 11 cP ) —50 —40 —30 —20 �-10 0 10 20 30 40 50 50 -�-40 3o zo 10 a 1a O FOR PIPE SIZE NOT SHOWN USE NEX T SIZE LARGER. REINFORCED CONCRETE CONNECTION a. RCP TO EXISTING CATCH BASIN W o! ____ I _P p NO SCALE o A 40 TICE TO TWE CONT"C TOR > . I TE LL THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON DA DIAL TWO WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS RCE EXP. o BEFORE ,w, DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE YOU DIG ACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND RENEWED BY: > YOU DIG ACCUR UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT THE CONTRACTOR IS 3 TOLL FREE 1 -800-227-2600 MEANS TO PROTECT THE UTILITY LINES NOT OF P IC SERVICE 8Y UNDERGROUND SERVICE ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY A UBL SHOWN ON THIS PLAN. RECORD OR SHO INSPECTOR 3 ' ❑F BEARING SEALS E ASS Designed By Drawn By Checked By Drawing Nol a. CONSTRUCTION RECGRD DATE BY REVISIONS ACC D DATE BASIS SCALE Q - �D I RECOMMENDED BY; ✓ 0' -- DATEi d o('' CITY [IF TEMECULA DEPARTMENT OF PUBLIC WORKS 0 THE CENTERLINE OF DIAZ ROAD ON TANGENT �� % R. qP !� AR❑ AR❑ GAD EG UT R, PRINCIPAL ENGINEER s-- nt a for SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontal ,� ,`' y yc —) v Ca r - DATES z400 ®fir ° x PROJECT NO. PWO5-�6SD=l 'i BEING N18°26'21"W AS SHOWN IN BOOK 1 OF PARCEL - �' �' AGE 96 ON FILE WITH THE COUNTY �� No/ 596Q2 ' ACCEPTED BY ce- Inspector MAPS AT P Date 55.6. 1 Zweo WILLIAM G. HUGHES o PAVEMENT REHAB PROGRAM - FY 2OO5/O8 a-. RECORDER'S OFFICE. * Exp. 12- * AV R. ❑ VIAR DIRECTOR OF PUBLIC WORKS/CITY ENGINEER ; � � Vertical ,� sr ejvt�. �� -.:-_: - DIAZ ROAD 4 - 36617 06-30-06 $1 '1g89= Sheet O8of 19 U Date Colleted I I I=1 0 rF OF CA�h`O R,CIE, No, 59602 Expires 12 31-07 R.C,E. No. Expires} �•� STORM DRAIN CROSS SECTIONS W � tcTl CONSTRUCTION NOTES: 0 > 0 ROADWAY EXCAVATION. [2 PLACE AC. LJ 0 = -' Glo G11) (A 0 6.0 0 JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. 0 ® MATCH EXISTING AC. lz 27,E 0 REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. + LJ I_ (A CIO 2 7,d 17. mm- ® INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET LY-1. 9. - 8' 1 ,0± E E VE MP �� + 8 _ — D REMOVE CMP -- R 0 CM ,�± 0 SAWCUT. - tz 7 ------ �IT_ — — — — —_ — — ST - /yl / ® PROTECT IN PLACE. ~- _ - ND RE O CM 1.2-teADJUST TO GRADE. LJ l =`� �� 1,2 - - ' r CI I _ � �-� /7 . 3 21.3 10 SURVEY MONUMENT. 0� ,0 �" 1 71 D7400 I / 11 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (&WGG), PER RCFCD STANDARD M815. 12 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SD-1. 13 JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR.b( 14 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. M 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. 16 0 REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD NO. 214. W �� a � � 17 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE. —_ vj/ zlz Z ____ _ ---_....- 18 INSTALL CALTRANS TYPE IV (R) ARROW. 19 INSTALL CALTRANS TYPE IV (L) ARROW. "TION 20 INSTALL CALTRANS TYPE VII L ARROW. +O STA 31 +40+ 21 INSTALL NUMERAL 1145". R/W EP CL EP R/W R/W EP CL EP R/W 22 INSTALL CALTRANS LEGEND "SIGNAL AHEAD". o 23 INSTALL CALTRANS TYPE VI (R) ARROW. 24 INSTALL CALTRANS TYPE VI (L) ARROW. LIMITS OF CMP REMOVAL & NEW RCP ( I LIMITS OF CMP REMOVAL & NEW RCP 25 INSTALL 12" DIAGONAL, YELLOW PAINT. w 8 CATCH BASIN Q INSTALL CALTRANS STRIPING DETAIL AS INDICATED. �, 11 24 DIA x 41 L 5 8 24" RCP CURB & GUTTER 2 'GMP S 24"CMP 1 1UI c� # CURVE NUMBER. 8 A E E y 18" DIA x 70'L o o ---- T, __ ___ _ _�__ _= __ -.-=_ __ _ � - __ _�_� _____ _ -_ ____ ____ 1010 1010 = w = __�= �-_ = 1010 EXI ST 24 GP _ EXIS` 24 CrV P _ _ r 29.5'±L VERIZ N TELEPHONE �, r � 29.5'± VERIZ N TEL `-PHONE o L ASSU E1J1:4 _BEE VV F f, C NTER NE DI RD ;'� T 3 ASSU ED 2.7 '±BEL W FG ; `� 32.3 R LO 1 A CH EXIST 8. ±'L RC D WA ER 36'CML& VMKE ` % I 1000 TR EL 1oos.4 ± _ _ 1000 1000 -G4_R WI�W E r 1000 CL 36.0 R RCW � 36.0' R RC 31.0 &TE f " t&C4 WAT R(20" M L&C) 5 0'±R E WD S R(8' VCP) W MC&C) _L€- .7 - .4. ' F EM I SEW {8' INV 0 .2 ± L)G F EtE�9 _ ENV E-100`1. �+ + _ 'VCP) 1=L-E E 99 TR EL 1001. 0± `t 9 0 27. '±R SC GAS ' + As MED :o~ sE Ov�tF 9 9 0 9 9 0 990 N _d A �D 980 _ ----_ - - 980 980 980 -50 -40 -30 -20 -10 0 10 20 30 40 50 -5o --40 -30 --20 --10 0 10 20 30 40 50 0 L Q_ .Q d S OASB9 C NO rICE rO rNE CONrRA C rOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON DATE a- DIAL TWO WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS w BEFORE 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.• o TOLL FREE 1 -800--227--2600 UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD OR SHOWN ON THIS PLAN. INSPECTOR DATE C❑NSTRUCTI❑N RECORD DATE BY REVISI❑NS ACC'D DATE BASIS OF BEARING SCALE SEAL: �Q�ESSfO Designed By Drawn By Checked By Drawing No, �� R. �l AR❑ AR❑ GJB REC❑MMENDED BY, DATEi Z �'�' CITY [IF TEMECULA DEPARTMENT OF PUBLIC WORKS � THE CENTERLINE OF DIAZ ROAD ON TANGENT 4�, �� L EG MJTL PRINCIPAL ENGINEER �... Contractor SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontal ,`� y�' 1` U BEING N18`26'21"W AS SHOWN IN BOOK 1 OF PARCEL rr ACCEPTED BYI -- DATE: 2-4400� - �� PROJECT NO, PW05-06SDm2 Inspector MAPS AT PAGE 96 ON FILE WITH THE COUNTY .�.' ,,, N0, 59602 ftlSs `4 Z�v _ � RECORDER'S OFFICE. Exp, 12--31-07 Date WILLIAM G, HUGHES PAVEMENT REHAB PROGRAM - FY 2005106 a. Vertical * * AVL.IN R. ODVIAP DIRECTOR OF PUBLIC W❑RKS/CITY ENGINEER .11 Date eted IAA ROAD 11 i jF ��Q� Ex ires� Qrr�►:ss�.. Sheet 09of I� u OF CA�- R,C,E, No, 59602 Expires 12-31-07 R,C,E No 36617 P 06-3A�- 6 ` NORM BRAIN CROSS SECTIONS � n% CONSTRUCTION NOTES: • 1 ROADWAY EXCAVATION. G [�2 PLACE AC. W r LLJ cry 0 JOIN EXISTING GUTTER. USE 3/8 ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. ® MATCH EXISTING AC. _ W - w 0 REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. W � � W � � 31,2-1, S © INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. - --- - � 9, 2 � 26,0 6, 7 SAWCUT. E V C lop- Cm MP 0 14,0 8, ,0 END RE aVE C P �.,,,.... 5,4 END REMO E CMP � ® PROTECT IN PLACE. �{ - -- -- -- --- ---- — — = I . -_ _ ___ _ D - - - SD — — — SD - T T BADE. -- _. _ �. .� _ W ADJUS o G -� S-D i /rA .-I 0. 10 j 7 SURVEY MONUMENT. 37' ZwOrao 3 ,9 111 z � 11 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (�}, PER RCFCD STANDARD M815. 0. W W � . _.s M 12 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SDA. 50 ,0 50, Ld 13 Li JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. LD 3 14 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. 0 L j - . 16 REPLACE AC DIKE 8 CF PER CITY OF TEMECULA STANDARD NO. 214. LiJ 17 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE. 18 INSTALL CALTRANS TYPE IV (R)ARROW. .-.._ - ._..... Amok, doom, PE IV L ARROW. INSTALL CALTRANS TY SECTION CROSS S 2 INSTALL CALTRANS TYPE VII L ARROW. STA 45+86+mom STA54+58± 21 INSTALL NUMERAL 1145". R/W EP CL R/W R/W EP EP CL R/W 0 22 INSTALL CALTRANS LEGEND "SIGNAL AHEAD". o IN 'rt .-4 23 INSTALL CALTRANS TYPE VI (R) ARROW. I I I cn 24 INSTALL CALTRANS TYPE VI (L) ARROW. I39 I LIMITS OF CMP REMOVAL & NEW RCP zs I ( 0 w 25 INSTALL 12" DIAGONAL, YELLOW PAINT. CAUTION: CONCRETE CAP LIMITS OF CMP REMOVAL & NEW RC - Q O# INSTALL CALTRANS STRIPING DETAIL AS INDICATED. 24" DIA x 48'L w CURB & $ GUTTER 11 (2 EACH) CW� TE� 15 CATC BASIN CURVE NUMBER. 1015 ___ -__-- --� _��- __ __ Ij 2 �` -- - - - + ELE 1f��:7 2 „ m 3 DTI $ 8ACH __--_ -T r=_ _,_ _ _ �_ - _ 3 CMP (2 EAG, 1015 _ - _ _ - - - ---- 1015 co -------- A SUME 2.75'±BELO FG � ____ ___ _____ --___ __- _____ � , __�� ____ __ __ __-- � 1005 TT 29.5'± VERIz N TEL PHONE, - 10 0 5 co M TCH EXIST MATC I I EXIST 38• '±L 10.0± � 1005 N �T EX ST ,� MATCHEXIST 1005 31.0'±L R 12-C " + TR EL 1006. 4± ® .0*TFR CIOIL C A Q 995 eTR-E E1 5_ 995 C3 '_I MWD-S W€R- 31.2 '_R�EM D-SE R051 VCP) 4±t FL,ELE 1(07.13± f ' MEM "E VCP) WAJ R-42a M F L E E 1000 56± 9 9 5 WADE � 1. uva ( " 995 � F ELE 1 D4.34± F L E 1 d d0± d _ CT ELE 1 12.80+ 0 �} N 985 985 d A ID 985 985 LO —50 —40 —30 —20 —10 0 10 20 30 40 50 —50 —40 --30 --20 —10 0 10 20 30 40 50 6- 0 d '%S BVIL I` (u NOTICE rO THE CONrRA C rOR d THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON DATE a DIAL TWO WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS RCE EXP. BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE . YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON--EXISTENCE OF ANY UNDERGROUND RENEWED BY Lo TOLL FREE 1--840-227--2600 UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT THE CONTRACTOR IS A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF Ile RECORD OR SHOWN ON THIS PLAN. INSPECTOR DATE In ATE BY REVISIONS ACC'D DATE BASIS ❑F BEARING SEALS SSIDNq Designed By Drawn By Checked By Drawing No, CL CONSTRUCTION RECORD D SCALE ��aF RECOMMENDED BY: DATE, Z CITY [IF TEMECULA DEPARTMENT OF PUBLIC WORKS THE CENTERLINE OF DIAZ ROAD ON TANGENT �� N R. d�L l�, AR❑ ARD GJB RE G BUTL R PRINCIPAL ENGINEER h- Contractor SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontal ,``� ,�' y �c W BEING N18°26'21"WAS SHOWN IN BOOK 1 OF PARCEL `z 'p ACCEPTED BY: _ DATES 214•r� PROJECT NO. PW05-06 � -� Inspector MAPS AT PAGE 96 ON FILE WITH THE COUNTY I l 0 � No, 59602 .�, 14, { � RECORDER'S OFFICE. Exp, 12-31-07 Date • WILLIAM G, HUGHES PAVEMENT REHAB PROGRAM - FY 2005106 �. Verticat * AVLIN R. ETD VIA DIRECTOR OF PUBLIC W❑RKS/CITY ENGINEER w ® 0l.. Date Cv#eted 1 ql C�V - Q`�� 12-31-07 36617 06-30-06 r;= DIAZ� ROAD a "198a= Sheet 10 o f 10 "� ® OF CA1.1�` R.C.E. No, s9602 Expires R.C.E, No. Expires STORM DRAIN CROSS SECTIONS ' CONSTRUCTION NOTES: I 0 ROADWAY EXCAVATION. I ® PLACE AC. + I JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. o 4 MATCH EXISTING AC. LL I _ . 0 I n o TRAFFIC SIGNAL LOOP AND CONDUCTOR. I ry s�q��. ' 0 Lu REMOVE EXISTING TRA C S G ❑T A 1+23,1 DIAZ ROAD = © INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. ° I C S A 306+45.' R NC LIF❑RNIkR❑AD All .. 0 SAWCUT. m All a ® PROTECT IN PLACE. as � p g j n C " 2214D' Lu 20 o �� ' a V 0 Z d I Cl J ADJUST TO GRADE. „- C ` + 140' 2 + �. ca �' �� cn 0 19 zz ,�. q 4+00 _ ul 1 s+oo SURVEY MONUMENT. - u l wLu . n _ 8°2b 21 W 1634,64' ' D7400 oT x � 27B !1 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP , PER RCFCD STANDARD M815. so ` c 7 21 uaaag DIA . OAD BASIN, PER DETAIL HEFT D-1. �' Q � � � ^`�` � 12 CONNECT RCP TO EXISTING CATCH AS C S S �- a a 13 00 JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. CZ W 14 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. - 1Waal 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. ` I a4 " 1 0 I 1 g REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD NO. 214. 17 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE. m 18 INSTALL CALTRANS TYPE IV (R) ARROW. 19 INSTALL CALTRANS TYPE IV (L) ARROW. 20 INSTALL CALTRANS TYPE VII (L) ARROW. 10 21 INSTALL NUMERAL "45". N. 22 INSTALL CALTRANS LEGEND "SIGNAL AHEAD10 (Cc) ICL 0 23 INSTALL CALTRANS TYPE VI (R) ARROW. a > \ �, C» 7Z5 24 INSTALL CALTRANS TYPE VI (L) ARROW. — -- --- _ __. __ � .� a --�- a 25 INSTALL 12" DIAGONAL, YELLOW PAINT. 0 ` in a o w. d I # STRIPING DETAIL AS INDICATED. '� 9+00 10+0o I Q INSTALL CALTRANS S , 11+00 12+00 � �_ ,_. 13+00 14+00 a- © 7s 15+00 1b+00 � i �� CURVE NUMBER. - - 0 a '° 0N182621"W 1634.64' � �. � .x DIAZ ROAD h QO p d b In o co 0000, Lu C.) ®. a Rio ... � Q N _d D 7-- LL. CD 0 L n.. W. d S 0 lY p o rr.I�S,I 111L Tw Ir A ffO TICA E Ti 0 TWE COWrM C rOR C d THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON DATE °- D DIAL TWO WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS APPROVAL OF THIS RCE EXP. BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON--EXISTENCE OF ANY UNDERGROUND REVIEWED BY: o UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT THE CONTRACTOR IS TOLL FREE 1 --800ERVICE ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT TILE UTILITY LINES NOT OF A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD OR SHOWN ON THIS PLAN. INSPECTOR DA T E Ln 3 CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SCALE SEAL= �DF ESSI Designed By Drawn By Checked By Drawing No. o. �k R. �9� ARB AR❑ �� RECOMMENDED BYi DATE: Z-I`�-©G CITY [IF TEMECULA DEPARTMENT OF PUBLIC WORKS � THE CENTERLINE OF DIAZ ROAD ON TANGENT ��, tit�1 p�L �. ALI ❑G PRINCIPAL ENGINEER I— Contractor SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontatyc '+ - v BEING N18°26'21'"W AS SHOWN IN BOOK 1 OF PARCEL `� v� : -- DATES 7• �►• r PROJECT NO. PW05-06 '°01 u' Inspector u' MAPS AT PAGE 96 ON FILE WITH THE COUNTY M� No. 59602 ,'�; ACCEPTED BY 4�0 ��. 14 zoo0 RECORDER'S OFFICE. * EXp, 12-31-01 �O1tc' DIRECTOR OF PUBLIC WORKS/CITY ENGINEER PAVEMENT REHAB PROGRAM - FY 2006106 0 Date Vertical, sl CIVl�- -�Q AVLIN R. ❑DVIA �r DIAZ ROAD a. ql �� ::.......:: F CA1.1F R.C.E. NO. 59602 P 12-31-07 36Ei17 06-30-06 a� •'1eea:..:` ` N/A f 0 EX (res R.C.E. No, Expires . * PAVEMENT DELINEATION STA 1�'23 TIrJ ',STA 16a'50 Sheep 11 of 19 CONSTRUCTION NOTES: 0 ROADWAY EXCAVATION. . 2 PLACE AC. ` 1 0 JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. 4 MATCH EXISTING AC. 0 1 . ® REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. s ® INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. °a SAWCUT. r Q DIAZ PROTECT IN PLACE. ADJUST TO GRADE. N_o ��—-,�--� _ 500` 8+00 MAN i n lob 1 D SURVEY MONUMENT. ��- ---- 1 -4 32 Q n 23 D�QOQ EXISTING J- ___-- 11 4+00 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (�.), 22 PER RCFCD STANDARD M815. STF FI f 4NG - -� �- `—�- -- 21+00 ��+00 23+00 12 CD CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SDA. to — o 13 JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. 0 r -� �� ► 14 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 447. Q 16 REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD NO. 214. INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE. 18 INSTALL CALTRANS TYPE IV (R) ARROW. 19 INSTALL CALTRANS TYPE IV (L) ARROW. 2D INSTALL CALTRANS TYPE Vii (L) ARROW. 21 INSTALL NUMERAL "45". 22 INSTALL CALTRANS LEGEND "SIGNAL AHEAD". , i I � CIO 23 INSTALL CALTRANS TYPE VI (R) ARROW. --- z C-) ,a Cr 24 INSTALL CALTRANS TYPE VI (L) ARROW. mum _ l 0 0 I ': cn I � I I � d a w 25 INSTALL 1211 DIAGONAL, YELLOW PAINT. _ ` hill- d INSTALL CALTRANS STRIPING DETAIL AS INDICATED. _ Cr r4 a N o`� `� \ -----` --- CA ilk # CURVE NUMBER. STRiP ,,° _.._ _...--.------ �--- -. -- CD r —� 3 I .. ____--- o) z2+00 ul + � 12 uI 17 ao 17 25' 28+00 29+00 - - 13, -0 23 \ + `� 4p 25+00 20+00 27 00 5032 �__-_�U � o , oa 952,7� 100•W _�___ ul, o © 19 �-—- ap a 3 Yv A m u ❑ IA ROAD+ N_RIANNG_�� 0 - - -------- ---- -- __-------- 3: o% d A I I tD N v US I a � X0 L [L moor N p o A(0 rICE rO rNE CONrA 4 C rOR a WSBUILYw E THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON d DIAL TWO WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS APPROVAL OF THIS DA TE ° BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE RCE EXP. YOU DIG o YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON--EXISTENCE OF ANY UNDERGROUND RENEWED B}' in UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS O TOLL FREE 1-�-800-227-2600 3 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN. INSPECTOR DATE tr d C❑NSTRUCTI❑N RECORD DATE BY REVISI❑NS ACC'D DATE BASIS OF BEARING SEAL: Designed B Drawn B Checked B SCALE ��al ESS1�H 9 y y y Drawing No. oM Contractor THE CENTERLINE OF DIAZ ROAD ON TANGENT �b �� R, Q� ql AR❑ ARO JG RECOMMENDED BY= DATE: ii -�� CITY [IF TEMECULf) DEPARTMENT OF PUBLIC WORKS � v actor L ALI GH PRINCIPAL ENGINEER SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontal 1— y c In BEING N18026'21"WAS SHOWN IN BOOK 1 OF PARCEL r � `� � � � ACCEPTED BY= -- � DATE, Z-! , oC. '� PROJECT Spector MAPS AT PAGE 96 ON FILE WITH THE COUNTY 1 40 ��, No, 59602 r-, f TE ,_. G NO. �` Ex , 12-31-07 * Date M�• l u Q4 WILLIAM G. HUGHES � RECORDERS OFFICE. p4 DIRECTOR ❑F PUBLIC WORKS/CITY ENGINEER 9 PAVEMENT REHAB PROGRAM FY 2005/D6 �. Date Capteted Vertical *� AVLIN R, C]DVIA � ' Q 12 IV N/AlF OF CA1.l�a� R,C,E, No, 59602 Expires 12-31-07 R.C.E. No, 36617 Ex 06�-30-06 �ra; ='ia�a_::: D A�' ROAD iresit She t l 2 f 1 U P PAVEMENT DELINEATION STA 16+60 TO STA 32�+60 �' ° � � l CONSTRICTION NOTES: 0 ROADWAY EXCAVATION. 0 PLACE AC. > OWNI i 0 JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. I ILL a Lu ® MATCH EXISTING AC. `� I O sc�� I v �a F ,3 0 REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. 0 a w I Now" - I I go• 0 uU n 0 ® INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. p13 p°� 0 SAWCUT. -- __ ,I 22 ® PROTECT IN PLACE. . 25' "� -- +oo .°� 37+00 + un 12 ` l ' ___ 35+00 3 +p0 9.8 Lu 0 ADJUST TO GRADE. - 33+00 1s X h34+0o - -_ o _ _ 3� so32 15' 10 SURVEY MONUMENT. _ MATH N43°00(00"W 952,74 � 24 � 0 01 �s 8 24 �� 0' ° STRIPING ° p �aa� 'DZ�000 µ p � 200' "® w 11 to REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (-�8 }, PER RCFCD STANDARD M815. 00 ` ' o ° 600'TAPERRW51TION41 12 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SDA. - -----~-- DIAZ A® 13 JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. + Z w u� m 14 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. A A. 16 REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD NO. 214. 17 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE. 18 INSTALL CALTRANS TYPE IV (R)ARROW. 10 INSTALL CALTRANS TYPE IV (L) ARROW. 20 INSTALL CALTRANS TYPE VII (L) ARROW. 21 rr INSTALL NUMERAL rr 45 - , sc44F 0• 22 INSTALL CALTRANS LEGEND "SIGNAL AHEAD". 0 23 INSTALL CALTRANS TYPE VI R ARROW. 1 .° CC,Ia L4 INSTALL CALTRANS TYPE VI L ARROW. Q Z--- - ---- 0 qjna C7 , (Y 25 INSTALL 12" DIAGONAL, YELLOW PAINT. , ---- "' uj � 48+00 INSTALL CALTRANS STRIPING DETAIL AS INDICATED. G �`'` .- --� --r�-- +oo -w-- ,n ter. � 6° 00 4 y D -...v- W11111 mod' Q CURVE NUMBER. 45+00 ® ' 38 44+00%NOW �-� » 3 �" ► . 19� � � 19 �+00 _�_--- �� 8206,01' a� , CA 0 o d�� z v NCD u' 4 q�+00 0 �` 1s ace Q, 0 , �. �_1 MATCH vo tJ Q x 85r 38 - 1_ -------- - - ROAD EXISTINGrDIAZ STRIPING -- ----�'"� In Q N 0 r� �D de., I L() 4 CD a p woo (L .S2 d S (Y 0 rr r C A,VrICE rO ZNE C&Vr"CrOR E THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON DA TE ° DIAL ( TWO WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS APPROVAL OF THIS BEFORE �• DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE RICE EX o YOU D I O You DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON- EXISTENCE OF ANY UNDERGROUND REVIEWED BY In UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT THE CONTRACTOR IS `� TOLL FREE 1 -800--227--260C REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD OR SHOWN ON THIS PLAN. INSPECTOR DA TE In CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SEALt 0� �SSC Designed By Drawn By Checked By Drawing No,THE CENTERLINE QF DIAZ ROAD QN TANGENT SCALE pR Dygl REC❑MMENDED BYi DATEi Z-! - v C ITY [IF TEMECULA DEPARTMENT OF PUBLIC WORKS R. 4 � �`w ti ,0 aR❑ ARCI JG AIM❑GH M, PRINCIPAL ENGINEER �. Contractor SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontal U BEING N18°26'21"W AS SHOWN IN BOOK 1 OF PARCEL ri �° ACCEPTED BY. DATES 2•��..d ir T PROJECT NO. PW05-06PD 3 C3 Inspector MAPS AT PAGE 96 ON FILE WITH THE COUNTY I U � N0, 5960� � Sr 14 RECORDER'S OFFICE. EXp, 1�-31-47 Date WILLIAM G, HUGHES PAVEMENT REHAB PROGRAM - FY 2005106 a. Vertical * Cj�11. �� AVLIN R. UDVIA DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DIAZ ROAD �Date Cotoeted `f� � _ No/A11111m �rF�F A1.1 R,C,E, No, 59602 12--31-07 36617 06-30-06 'r U C Expires R,C,E, No, Expires �"�s�� . Sheet �3©�� ~' PAVEMENT DELINEATION STA 32+50 TO STA 40+50 110, ��,, o�y4 -aa�is 09+£91c�1a'�`► 0109+0 d1S N011V3N1�`13a 1N3W3"d .��''�f 90-0E-90 sa.Ajdx3 L199E °N 33a LO-Yc-ZT saAjdx3 Z096S ON '3'3'd 11�a ILI � _-- , p� .�y Nf/N ahlol� Zd1a 833NIDN3 A1IJ/S�d0A oriand JO d0133ald dzn ❑ 'a N -1nd .a 90/90OZ A3 " WVM90Md EIVH3M 1N3W3AVd S3H❑nH '❑ wd❑-1IM a� 'D4-�oa LO-00-2C 'dx3 3�I33o s,�3aao�3a `� / ► L&J . jojDadsul © •7 =31�Q -� ��S Q31d3�a'd 20965 oN ��"�...`� ALNflOO 3Hl HlIM 3"11� NO 96 3Odd lb SddW M 90-90Md Q N io3rOMd a �. ryQ a T3o?jdd.10 I. 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IMM IWON CJMVC1Nd1S v-=3W3130 ADO UEld HON3UI dOU Zildd3UUi 9G 0 *UV1100 31MONOO E081N Cl WINVIS QOJOU U3d 'dOU ONIISIX3 Ol dOU Nlor 0 - --- -- 'W 11O0 MDUONOO 8081N aUdaNVIS QOIJON �12d 'dwO ONIISIX3 O.l d0M NIOr E� --- - " '�-C]S 133HS 0 11H130 U3d 'NISVO HOI'dO ONIISIX3 01 dDU 103NNO0 ZG Uj 'MVI a?�daNd1S QO3O� U3d ' ) dOIl U313MIC71N3iv=03 H11M MO JNIISIX3 30V"1d3N b I. w-. co v--4-, +via I •1N3wnNow A3nuns a 6D - CD 00 00+6trUj Uj 0o+19 .............. • .. 00+OS in ` •30VUo of is nrad ------00+29 LU 00+69 -- -- oo+�s -- -~ Z; '30V-1d N11031OUd o -- ®� 000+G9 ----- --- , , -tip `cr `1nOMds [� e ---�"~ o '( -1133HS 011V130 3d JNIOddS uOlOnClNOO aNV d001 IVNJIS 0133b1l13 3dA111d1SNl 0 LUc`11' ' *uoianaNOO CINd dOO1 IV oc NOIS 0133t�11 ONIISIX3 3nOw3H 0 _ 1 � was• �-- 000 'Ob ONIISIX3 H01dw X aS '! -X 133HS V 11b13a 33S '1N1 d IOUiN 0 OO Sd�l311nJ 3O dIl 3n(Jaf/ X/8 3Sn U3.ilno JNIISIX3 NIO('too! 0 1 1 •Od 30V"1d 0 'N O UVAVOX3 AVMCIVOU 0 : E]1QN NOiionuiSNOO i CONSTRUCTION NOTES. ® ROADWAY EXCAVATION. ® PLACE AC. MQ 0 JOIN EXISTING GUTTER. USE 3/8 ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. ® MATCH EXISTING AC. 0 REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. 6 INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. �• - rn , I ter''-- _ '• a01° 7 SAWC UT. `� w _ ._.. '- p� �, 0 0 25 4 ---�-�___-__- 14 . ® PROTECT IN PLACE. 2® —_ �- 7 gyp` rm 32 z ADJUST TO GRADE. `= 65,E p 4' cco 0 OP m 10 SURVEY MONUMENT. * 19 -- -~- z ' V1000 no 11 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (�), PER RCFCD STANDARD M815. + 5 , 00 '� 7(�+air--- �D 22 12 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SDA. 68+00 cu ,.. 29 z;;I:l I I I 32 1943J 1 f 10! CAI 13 JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. -� - v ----__ -- - - 38ru CD C� RCP PER RCFCD STANDARD M803 CONCRETE COLLAR. `1---- `� 12 14 :) 7- JOIN RCP TO EXISTING mono rn 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. ........ uu 16 REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD NO. 214. OAD 0 17 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE. 18 INSTALL CALTRANS TYPE IV (R) ARROW. top 10 INSTALL CALTRANS TYPE IV (L) ARROW. 20 INSTALL CALTRANS TYPE Vil (L) ARROW. 21 INSTALL NUMERAL "I loom 3: I 22 INSTALL CALTRANS LEGEND "SIGNAL AHEAD". . I I � 23 INSTALL CALTRANS TYPE VI (R) ARROW. - 0 Cu 24 INSTALL CALTRANS TYPE VI (L) ARROW. WY m a5d � L-� � )C;) 25 INSTALL 12" DIAGONAL, YELLOW PAINT. ��`�� U --- -- --� - - gan3 n `�" 32 ERrr. --ft N o Z. # INSTALL CALTRANS STRIPING DETAIL AS INDICATED. 00 _ �~ w W 25' r co 78+00 ud ' LO CURVE NUMBER. �' _ - 0 15d' _ © 25' __ — 74+00 75+00 _--- �_ 19y' �5d a. +00 N 5d -� _ 32 0� �,� Cl) N22 23 W 17 -- ' 50, -..-- w u fU --- 1z - - 18 IU qa nC a a , 3 a D LO 25' *1 d, 2 q ro 12 0 Co\o ON Q 0 ` POT STA 78+23.39 DIAZ ROAD a Lu POT STA 95+36,71 WINCHESTER ROAD JI Fr � Fri OP ONE= m A � o 3: 0 Io d 2: (u fy- 11S B9 N, 0 rX E TO r1l,E CONTM C rOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON DATE CL DIAL TWO WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS APPROVAL OF THIS RCE EXP. d BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE YOU DIG You DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON--EXISTENCE OF ANY UNDERGROUND REVIEWED BY o TOLL FREE 1- 800--227-2600 UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF i A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD OR SHOWN ON THIS PLAN. INSPECTOR DATE C� CONSTRUCTION RECORD DATE BY REVISI❑NS ACC'D DATE BASIS OF BEARING SCALE SEAL ��E ESSJQ Designed By Drawn By Checked By T �/ Dr wing No, �� R. yq! AR❑ AR❑ ,JG RECOMMENDED BYl DATEi �� C I T I ❑F T E M E C U L A DEPARTMENT ❑F' PUBLIC W❑RKS loe � THE CENTERLINE OF DIAZ ROAD ON TANGENT ��, 1� ddL ,r. ALI MOGHAD PRINCIPAL ENGINEER t— Contractor SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontal U BEING N18"26'21"W AS SHOWN IN BOOK 1 OF PARCEL 9� ACCEPTED BY: �� DATE: 2 ' �•o� G PROJECT NO, PW05-06 MAPS AT PAGE 96 ON FILE WITH THE COUNTY ®� No, 5960� Inspector , �" �, C RECORDER'S OFFICE. �` Exp. 12-31-07 Date WILLIAM G, HUGHES o PAVEMENT REHAB PROGRAM - FY 2006106 CL Vertical CVI AV IN R. ODVI R DIRECTOR OF PUBLIC WORKS/CITY ENGINEER � DIAL ROAD Date Corpleted `- ::` 9j � NIAF�f CA�1�� R,C,E, NO. 59602 Expires Z2--31--07 R,C,E, No, 36617 Expires 06-30-06 f�'. �� Sheep 7 6 of 19 v PAVEMENT DELINEATION STA 63+60 TO 8TA 78+23 ,41 ROADWAY QUANTITIES STORM DRAIN QUANTITIES ADJUST EXISTING UTILITIES TO GRADE DIAZ ROAD DIAZ ROAD DIAZ ROAD U U z O W W U) Q W W W ono ❑ ❑ O W W W U) U7 SHEET NO. LOCATION U z U W W O Z W Z U) Q Q U O ❑ O ❑ Z SHEET NO. LOCATION ❑ z U W °� z 0 0 0 < WO WC) a. W o a Q 0W n_ a- a. o � SHEET NO. 5 J � � 0 U Z U U U u_ ON E Zz Z � � U ICY] [TN] _ _ _ �. Q wO � � wO � O � Wry W WO 0� U Ir- tV M IY U W = W = F-- _ > U L-1 1+61.36 - 5+00.00 466 906 U) U < W �-- U) ` w [EA] [LF] [LF] [LF] [EA] Q W `� p _j p < W L-1 5+00.00 - 10+00.00 488 949 w U) w U) L-19 SD-1 14+30± 1 49 1 L-1 10+00.00 - 15+00.00 824 1602 MH VC MH VC MH VC MH VC MH VC L-21 SD-1 17+84± 53 2 L-1 15+00.00 - 20+00.00 823 1600 L-1 13 1 3 L-21 SD-2 27+75± 1 41 1 L-1 20+00.00 - 25+00.00 826 1605 L-2 14 L-2, SD-2 31+40f 70 70 4 2 L-1/L-2 25+00.00 - 26+83.00 304 590 L-3 11 2 L-2 26+83.00 - 30+00.00 584 1136 L-37 SD-3 45+86± 96 4 L_4 1 10 2 L-41 SD-3 54+58± 1 50 1 L-2 30+00.00 - 35+00.00 927 1803 L-5 5 12 2 TOTALS 3 119 260 50 13 L-2 35+00.00 - 40+00.00 924 1795 SUBTOTALS 6 60 3 9 L-2 40+00.00 - 45+00.00 929 1807 TOTAL MANHOLES 15 TOTAL VALVECOVERS = 63 L-2/1---3 45+00.00 - 50+00.00 910 1769 L-3 50+00.00 - 55+00.00 918 1784 L-3 55+00.00 - 59+81.00 879 1709 L-3 59+81.00 -- 60+00.00 31 61 L-3 60+00.00 - 65+00.00 1349 2623 L-3 65+00.00 -- 70+00.00 1661 3229 SURVEY MONUMENT L-3 70+00.00 - 75+00.00 1658 3223 � DIAZ ROADC) i L-1 75+00.00 -- 77+86.57 976 1898 N TOTALS 15477 30089 -a z z z z z W W W W W W I- 0 0 0 0 0 0 TRAFFIC SIGNAL LOOP DETECTOR C> SHEET NO. LOCATION DESCRIPTION Q m o W 3 DIAZ ROAD - - = = - ❑ ❑ ❑ ❑ ❑ d Q d -a vo SHEET NO. LOCATION TYPE E LOOP DETECTOR Q Q Q d Q CALTRANS STD ES-513 U) U) U) U) W o 3 a_ [EA] [EA] [EA] [EA] [EA] [EA] m L-1 INTERSECTION 12 L-2 17+57.79 BC 1 �' DIAZ RD / RANCHO CALIFORNIA RD L-2 26+15.12 EC 1 -loe oe L-2 INTERSECTION 10 DIAZ RD / RANCHO WY L-2 26+25.95 INTERSECTION - DIAZ RD / RANCHO WY 1 L-5 INTERSECTION 12 L-3 33+86.15 INTERSECTION - DIAZ RD / VIA DOS PICOS 1 A DIAZ RD / WINCHESTER RD `0 L-3 35+67.86 BC 1 1 In TOTAL 34 L-3 41+70.77 EC 1 � L-5 63+76.78 BC 1 0 i L-5 65+81.78 INTERSECTION - DIAZ RD /AVENIDA ALVARADO 1 L-5 68+67.69 EC 1 p Q L-5 72+43.90 INTERSECTION - DIAZ RD / RIO NEDO 1 + A(0 rICE rO rNE CONr"C rOR TOTALS 10 "CIS B111L I --- 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 DA T BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE RCE EXP. `A YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND REVIEWED BY in UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT THE CONTRACTOR IS CDTOLL FREE 1 �800--227--2600 REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD OR SHOWN ON THIS 0 H S PLAN. INSPECTOR DA T U) C❑NSTRUCTI❑N RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SCALE SEAL: ��Issf N Designed By Drawn By Checked By r' Dr wins No, � �� R. q� A RECOMMENDED BY, ��'` �"` DATEi �y CITY [IF TEMECULA DEPARTMENT P THE CENTERLINE OF DIAZ ROAD ON TANGENT c�, � ab RO ARO GJB RINCIPAL ENGINEER E ❑F PUBLIC WORKS � Contractor SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontal w�,v1 L� ��, E UTLER, BEING N18°26'21"WAS SHOWN IN BOOK 1 OF PARCEL v ' Inspector MAPS AT PAGE 96 ON FILE WITH THE COUNTYN/A No, 59602 ,�; ACCEPTED BYi - DATEi _2 .r�,..eV r o PROJECT NO. PW05-06 •�• Cl RECORDERS OFFICE. Exp, 12 31 074� Date �._�_ WILLIAM G, HUGHES PAVEMENT REHAD PROGRAM FY 2005I064 W er Ica AV IN R. DV AR DIRECTOR ❑F' PUBLIC WORKS/CITY ENGINEER � � � sf�j civz�- ��,� f. DIAZ ROAD Q- Date eted �' l�� 59602 12--31-07 36617 06-30-06 a.�'�'� �"�'�- /A OF CAS- R,C.E, No, Expires R,C,E. No, Expires �o►.,,d SUMMARY OF QUANTITIES - CIVIL Sheet 160f1!9 u PAVEMENT MARKING QUANTITIES DIAZ ROAD 12" LIMIT LINE TYPE IV ARROW TYPE VI ARROW TYPE VI ARROW NUMERAL LEGEND 12 DIAGONAL AND L / R L / R L 11 �� 45 SIGNAL AHEAD�� YELLOW CROSSWALKS 0i SHEET NO. LOCATION 4S THERMOPLASTIC THERMOPLASTIC THERMOPLASTIC THERMOPLASTIC THERMOPLASTIC THE RMOPLASTIC 2-COAT PAINT [LF] [EACH] [EACH] [EACH] [EACH] (EACH [EACH] [EACH] [LF] PDY-1 01+61.36 - 08+50.00 172 2 2 2 1 1 PD-1 08+50.00 - 16+50.00 PD-2 16+50.00 - 24+50.00 1 2 PD-2 24+50.00 - 32+50.00 99 2 1 2 PD-3 32+50.00 - 40+50.00 2 3 -3 40+50.00 - 48+50.00 3 PD-4 48+50.00 - 55+50.00 PD-4 55+50.00 - 63+50.00 2 PD--5 63+50.00 - 71+50.00 3 2 30 PD-5 71+50.00 - 77+86.57 45 3 2 1 2 2 SUBTOTALS 316 18 4 3 6 2 3 5 30 TOTALS 316 22 9 2 3 5 30 PAVEMENT DELINEATION QUANTITIES DIAZ ROAD ID z Cu z W 0 _z U) -� W ~ z w SHEET NO. LOCATION _� av N Cv .-�� m a, ii Cw a i C�7 r- W C�1 W 04 CV W C7 � y- Q 0 Q J W Oz _ a WO JD o0 Un0 y. 0 WO ,� � J W z z W W z z Q z z z c� Z J J J W _..J J z _j J J J U) z � Q - z � z � � � a `� oQ WQ � p (ZjW ddW WW � (L W W W ZW I ❑ 7 ❑ ❑ cn r THERMOPLASTIC 2-COAT PAINT �Jo CD (LF] [LF] [LF] [LF] [LF] [LF] (LF] [ ]LF o � D-1 01+61.36 - 08+50.00 280 241 663 433 A Q-1 08+50.00 - 16+50.00 $oo soo -2 16+50.00 - 24+50.00 90 290 180 66 620 d -2 24+50.00 - 32+50.00 123 680 183 50 445 49 Cr N D-3 32+50.00 - 40+50.00 105 102 407 162 50 482 d A PD-3 40+50.00 - 48+50.00 380 265 294 473 �o 0 I -4 48+50.00 - 55+50.00 700 700 0 PD-4 55+50.00 - 63+50.00 130 63 210 741 80 411 rn 0 -5 63+50.00 - 71+50.00 90 1079 50 211 422 L -5 71+50.00 - 77+86.57 450 1010 50 150 298 165 d p s a, TOTALS 105 1645 3529 1341 3414 689 4951 4 a� 2 T1 9 JVO rVE rO rIlE COA frM C rOR A&V0A&V0ANVWVVA~ 1 IS B111L 7w DIAL THE E EXISTENCE AND LOCATION OF ANY UNDERGROUND UT/CITY PIPES DR STRUCTURES SHOWN ON a, TWO � BEFORE S WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS d BEFORE N BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE DA TE YOU DIG You DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON -EXISTENCE OF ANY UNDERGROUND RCE EXP. REVIEWED BY I TOLL FREE 1--800-227--2600UflLITY PIPEOR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN. 3 a. INSPECTOR DATE In CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SEAL. �� Designed B Drawn B SCALE Q�4� Sfp Y y Checked By � CITY [IF TEMECULA D Drawing No. THE CENTERLINE OF DIAZ ROAD ON TANGENT ��b�N R, qbL 1 AR[] AR❑ JG RECOMMENDED BY. DATES -- C) DEPARTMENT OF PUB Contractor AL M[]GHA PRINCIPAL ENGINEER .. LAC WORKS1-1 CL SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontals BEING N18°26'21"WAS SHOWN IN BOOK 1 OF PARCEL �- Inspector MAPS AT PAGE 96 ON FILE WITH THE COUNTYNIANo, 59602 ACCEPTED BYE DATES •t`•+�"�G r' G PROJECTNO, w RECORDER'S OFFICE. EXp, 12 31 01 �' I Date �A, _ PW05 06 w � AV IN R. ❑DVI R PAVEMENT REHAB PROGRAM - FY 2005/06 � Date Completed Vertical * * AM G. HUGHES0 J'1�� 1�- ��Q DIRECTOR ❑F PUBLIC WORKS/CITY ENGINEER � _ _ _ � or m N/ADF CA1.1F R.C.E. No, 59602 Expires 1�-31-07 R.C.E. 36617 06-30-06ta;'= ssa:': DIAZ ROAD No, Expires �,• SUMMARY OF QUANTITIES - PAVEMENT DELINEATION Sheet l7ofI9 i LKOSIUN ANU SEDIOMENT CONTROL NOTES FILTER FABRIC FIBER ROLL 1. INFORMATION ON THIS PLAN IS FOR EROSION PREVENTION AND SEDIMENT CONTROL ONLY. THESE NOTES ARE COMPREHENSIVE AND SHOULD BE APPLIED ACCORDING SIDEWALK IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF A COMBINATION GRAVEL ROADWAY TO THE SITE-SPECIFIC CONDITIONS FOR EACH INDIVIDUAL PROJECT. THE DISCHARGERBAG OF EROSION AND SEDIMENT CONTROLS BY OCTOBER 1 ST OF EACH YEAR FOR ALL APPLICABLE SOIL-DISTURBING ACTIVITIES (CLEARING, GRADING, EXCAVATION) AND ON ALL EXPOSED SLOPES THROUGHOUT THE ENTIRE SITE. THE DISCHARGER IS ALSO RESPONSIBLE FOR ANY DISCHARGES FROM SUBCONTRACTORS. 2. STORMWATER RUNOFF SHOULD BE FILTERED PRIOR TO DISCHARGING TO A STORMWATER CONVEYANCE SYSTEM (NATURAL WATERCOURSES, STREETS, FLOW-LINES, CURB ---------- CURB & CURB & go-DRAINAGE INLETS, ETC.). ALL NON-PERMITTED DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORMWATER CONVEYANCE SYSTEM YEAR-ROUND. OPENING r---� _-_T__� __--___�___ GUTTER GUTTER 3. DISCHARGER CONTACT INFORMATION: I , SIDEWALK OVERSIDE RESPONSIBLE PERSON COMPANY 24-HOUR PHONE NUMBER) DRAIN ( ) (COMPANY) C ONE ACRE, THE SITE MUST BE COVERED UNDER THE STATE GENERAL CONSTRUCTION PERMIT, A NOTICE OF INTENT (N01) SECTION D - D GRAVEL BAG 4. IF SOIL DISTURBANCE MEETS OR EXCEEDS 0 C N.T.S. ' MUST BE FILED WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB), A WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER SHALL BE PROVIDED TO THE THE DURATION OF THE PROJECT AND BE READILY FIBER ROLE CITY, AND A STORMWATER POLLUITIQN PREVENTION PLAN (SWPPP) SHALL BE IMPLEMENTED THROUGHOUT AVAILABLE ON SITE TO CITY AND STATE INSPECTORS. A SWPPP TEMPLATE CAN BE DOWNLOADED FROM THE CITY'S WEB SITE AT wwacityoftemecula.or UNDER NPDES FILTER F RIC INFORMATION. 5. DURING THE RAINY SEASON (OCTOBER 1 - APRIL 30), THE DISCHARGER SHALL MAKE AVAILABLE, AS NECESSARY, EQUIPMENT AND WORKERS FOR EMERGENCY WORK TO PROTECT THE SITE. ADDITIONAL EROSION AND SEDIMENT CONTROL MATERIALS SHALL BE STOCKPILED AT VARIOUS LOCATIONS THROUGHOUT THE SITE FOR o D STACKED GRAVEL BAGS IMMEDIATE IMPLEMENTATION. TWO (2) COURSES 6. ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED, RESTORED, REPAIRED, OR MODIFIED REGULARLY THROUGHOUT THE SITE TO PROTECT DOWNGRADE STAGGERED PERMITERS, ADJACENT PROPERTIES, ENVIRONMENTALLY SENSITIVE AREAS, AND ALL PRIVATE AND PUBLIC STORMWATER CONVEYANCE SYSTEMS. IF ANY EROSION OR SEDIMENT CONTROLS FAIL DURING THE RAINY SEASON, MORE EFFECTIVE ONES WILL BE REQUIRED IN THEIR PLACE. 7. DURING THE RAINY SEASON, CLEARING SHALL BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADING. A COMBINATION OF EROSION AND SEDIMENT CONTROLS SHALL BE IMPLEMENTED IN AREAS THAT HAVE,BEEN CLEARED. 8. DURING THE RAINY SEASON, EROSION CONTROL FOR GRADED SLOPES SHALL INCLUDE 100 %VEGETATIVE COVERAGE, WOOD MULCH, STAPLED OR PINNED BLANKETS (STRAW OR COCONUT), PLASTIC SHEETING (10-MIL), POLYPROPYLENE MATS, OR OTHER MEASURE APPROVED BY THE DIRECTOR OF PUBLIC WORKS. FOR SPRAY-ON DETAIL E CONTROLS, ONLY BONDED AND STABILIZED FIBER MATRIX PRODUCTS WITH MINIMUM APPLICATION RATES OF 3500 LB/ACRE AND 10 GAUACRE, RESPECTIVELY, SHALLD I L ' BE USED FOR GRADES OF 4:1 AND GREATER. JUTE NETTING SHALL NOT BE USED AS A STAND-ALONE EROSION CONTROL. IF HYDROSEEDING IS IMPLEMENTED, THE APPLICATION MUST ALLOW SUFFICIENT TIME FOR ADEQUATE SEED GROWTH. INACTIVE GRADED PADS SHALL BE PROTECTED WITH ACRYLIC/LATEX POLYMERS, SOIL OVERSIDE DRAIN FIBER RILLS AT CURB C�PENIN GRAVEL BAGS AT STABILIZERS, FIBER MATRIX, OR OTHER MEASURE APPROVED BY THE DIRECTOR OF PUBLIC WORKS. 9. SEDIMENT CONTROLS SHALL INCLUDE DESILTING BASINS, GRADE BERMS, FIBER ROLLS, SILT FENCES, GRAVEL-BAG CHEVRONS (3/4" GRAVEL), CHECK DAMS, DRAINAGE N .T.S. N .T.S. INLET PROTECTION, ETC. 10.ALL ON-SITE AND OFF-SITE FLOW-LINES (V-DITCHES, BROW-DITCHES, TERRACE DRAINS, RIBBON GUTTERS, CURB GUTTERS, ETC.) AND DRAINAGE INLETS SHALL BE FREE OF SEDIMENT, CONSTRUCTION MATERIALS, CONSTRUCTION WASTE, MISCELLANEOUS DEBRIS, AND DETERIORATED EROSION AND SEDIMENT CONTROLS AT ALL TIMES. 11.CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WATER-TIGHT BINS. WIRE MESH TRASH RECEPTACLES WILL NOT BE ALLOWED. WASH-OUT STATIONS SHALL BE PROVIDED FOR CONCRETE, PAINTS, AND STUCCO AND SHALL BE LINED WITH PLASTIC AND LOCATED AWAY FROM STREETS, SIDEWALK T IN BINS AND WASH-OUTS SHALL BE COVERED WITH A LID 0R PLASTIC TARP PREVENTING ,� SPILLWAY OPENING TWO (2) COURSES RIGHT-OF-WAYS, AND DRAINAGE INLETES. PRIOR TO ANY FORECASTED RA �- ONE (1) BAG WIDE STAGGERED ANY OVERFLOW INTO THE DRAINAGE SYSTEM. TO PREVENT TRACK-OUT ONTO STREETS. FOR 0� SINGLE COURSE 12.CONSTRUCTION ACCESSES SHALL BE STABILIZED WITH A COMBINATION OF GRAVEL AND SHAKER PLATES YEAR-ROUND RESIDENTIAL DEVELOPMENTS WITH STREET GRADES EXCEEDING 2 %, INDIVIDUAL DRIVEWAYS SHALL ALSO BE PROTECTED WITH GRAVEL TO PREVENT TRACK-OUT �O ONTO INTERIOR STREETS. GRAVEL SHALL ALSO BE PLACED ON DRIVEWAYS THAT ARE USED TO ACCESS INDIVIDUAL LOTS. ROUTINE STREET SWEEPING SHALL BE QP ____ ____ ___ ___ ___ PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPERS BECOME INEFFECTIVE. CONTROLLED STREET WASH ING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS. HOWEVER, DRAINAGE INLETS SHALL BE PROTECTED EP SECTION G - G . N.T.S. No Nr TO FILTER THE WASHWATER. 13.SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS, CHEVRONS, SILT FENCES, DESILTING BASINS, STREETS, ON-SITE AND OFF-SITE FLOW LINES, 00 DOWNGRADIENT DRAINAGE INLETS AFFECTED BY A DISCHARGE FROM THE SITE, AND OTHER PRIVATE AND PUBLIC STORMWATER CONVEYANCE SYSTEMS PRIOR TO """""""'"'" "" '""""""'"" 0j AND AFTER EACH STORM EVENT. FOR RESIDENTIAL DEVELOPMENTS, SILT FENCE SHALL BE INSTALLED ALONG INTERIOR STREETS AND COMBINED WITH GRAVEL-BAG RM DIKE OPENING Q-MI 0) SIDEWALK RIGHT-OF-WAY WHERE APPLICABLE. OR SILT-FENCE-CHEVRONS INSIDE THE S FIBER ROLL BARRIER �O 14.DESILTING BASINS SHALL BE CONSTRUCTED AT THE START OF ALL GRADING OPERATIONS AND SIZED ACCORDING TO THE STATE GENERAL CONSTRUCTION PERMIT STAKE AND OVERLAP 6" CF AC DIKE QUO w 3600 CUBIC FEET OF STORAGE PER ACRE DRAINED), EVEN IF THE SITE DOES NOT REQUIRE COVERAGE UNDER THIS PERMIT. WATER SHALL BE FILTERED AND DRAINED FROM THE BASINS BETWEEN STORM EVENTS. �� X 15. STORMWATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DQWNDRAINS INSTALLED. TEMPORARY EROSION AND SEDIMENT t O CONTROLS ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. FIBER ROLLS SHALL BE INSTALLED IN INCREMENTS OF 10 FEET MEASURED VERTICALLY ON THE FACE OF SLOPE FOR GRADES OF 3:1 AND GREATER IN COMBINATION WITH FIBER MATRIX PRODUCTS OR BLANKETS. SILT FENCE SHA LL BE INSTALLED AT THE TOE OF ALL EXPOSED SLOPES TOR MORE IN HEIGHT. % A00 %E 16.MATERIAL STORAGE AREAS SHALL BE ESTABLISHED. FUEL TANKS, PORTABLE TIOLETS, LIQUIDS, GELS, AND POWDERS SHALL BE STORED AWAY FROM STREETS, 0 0 SIDEWALK RIGHT-OF-WAYS, AND DRAINAGE INLETS AND SHALL HAVE SECONDARY CONTAINMENT. STOCKPILES OF SOIL SHALL BE PROTECTED PRIOR TO A un FORECASTED RAIN. 17.ALL PORTABLE MIXERS SHALL HAVE PLASTIC UNDER LINERS TO CONTAIN SPILLAGE. GRAVEL BAGS SHALL ALSO BE PLACED ON THE DOW N-HILL SIDE OF THE LINERS TO G GRAVEL BAG 0- BARRIER A CONTAIN DISCHARGES. 18.THE DISCHARGER SHALL PROPERLY POST AND SECURE SITE AREAS WHERE IMPOUNDED WATER, DUE TO EROSION AND SEDIMENT CONTROL DEVICES OR ANYTHING ELSE, CREATES A HAZARDOUS CONDITION TO THE PUBLIC. HOWEVER, EMERGENCY ACCESSES SHALL BE MAINTAINED AT ALL TIMES. 19.NO OBSTRUCTIONS, OTHER THAN SEDIMENT CONTROLS, SHALL BE ALLOWED AT ANY EXISTING PUBLIC, OR PRIVATE, STORMWATER CONVEYANCE SYSTEM, UNLESSI L ADEQUATE TEMPORARY OR PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED BY THE DIRECTOR OF PUBLIC WORKS TO CAR RY SURFACE WATER TO THE ETAIL N d NEAREST PRACTICAL STORMDRAIN OR NATURAL WATER COURSE. ROLLS CREEK � GRAVEL BARRIER FOR DIKE OPENING a 20.FILL AREAS SHALL HAVE EROSION AND SEDIMENT CONTROLS IMPLEMENTED WHILE BEING BROUGHT UP TO GRADE. THESE MEASURES INCLUDE: TEMPORARY FIBER AT NL ,T BAD C) C) N PIPES OR PAVED DITCHES WITH PROTECTED OUTFACES ; EARTH BERMS AT THE TOP OF SLOPES; VEGETATION; MULCH; FIBER MATRIX PRODUCTS; DOWNDRAI S ( ) L' N .T.S. N .T.S. AREAS' CHECK DAMS' FIBER ROLLS; GRAVEL BAGS AROUND DRAINAGE INLETS; AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM '- BLANKETS; PONDING THE EDGE OF THE TOP OF SLOPES. 0 21.SLOPE PROT ECTION PREVENT EROSION.MUST BE IN PLACE DURING THE RAINY SEASON PRIOR TO THE ISSUANCE of A CERTIFICATE OF OCCUPANCY TO L 22.THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES TO THIS PLAN. THE DEPARTMENT'S APPROVAL OF THIS PLAN DOES NOT RELIEVE THE -� s DISCHARGER FOR CORRECTIONS OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. SPECIAL NOTE: ALL STAGING AND STORAGE SITES SHALL EMPLOY SECONDARY CONTAINMENT. QO A V rICE rO riff CONr"C rOR > d THE EXISTENCE AND LOCA77ON OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON DATE A.. DIAL TWO WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS RCE EXP. `D BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE Ln Ln YOU DiG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND RENEWED BY.- o UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT: THE CONTRACTOR IS TOLL FREE 1--800-227--2600 REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF Iloe Z A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT . INSPECTOR DA TE o OR SHOWN ON THIS PLAN RECORD Drawing No, � CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SEAL: ODE EgSI� Designed By Drawn By Checked By , . r SCALE Q yq L RECOMMENDED BYI _ - DATE: 2/r� CITY ❑r T E M E C U L A DEPARTMENT ❑F PUBLIC WORKS " """""""�"' v�i mm THE CENTERLINE OF DIAZ ROAD ON TANGENT ��yti� R. pPL�!`� AR❑ AR❑ A ALD LICITR , ASSOCIATE ENGINEER Contractor SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontal `ti W BEING N18°26`21"W AS SHOWN IN BOOK 1 OF PARCEL Q ��° ACCEPTED BY -- DATEI � 4-O� R PROJECT PW05-06 ESCml v Inspector MAPS AT PAGE 96 ON FILE WITH THE COUNTY N/A No, 59602 �� fld�j WILLIAM G. HUGHES PAVEMENT REHAB PROGRAM - FY 2005106 � RECORDER'S OFFICE. or Exp, 12-31-07 ]ate DIRECTOR ❑F PUBLIC WORKS/CITY ENGINEER VerticalAV IN R. ❑DVIA DIAL ROAD °- Date C&Oeted qj C�V I� �� 59602 12�-31-07 36617 � 06--30-06 �a��°8�' - [r F r R.C.E. No, Expires t � CONTROL Sheet ��©f�� N/A OF C��.l R.C.E. No, Expires EROSION & SEDIMENT CO � I ` PROTECT CURB OPENING n PER DETAIL D \ a ` PROTECT OVERSIDE DRAIN \ I PER DETAIL E \ \ CT CURB OPENING p , PROTECT RB \ a C T A 306?45.11 D R ROAD *1FCIRN1q R11A5 CIO -- -�' `\ � PER DETAIL D \ GV08 Zvi 4+00 + ti`� ...---- ...�. _ ...,� -- pit d o `- � 7+ 8+00 9+0011+00 ------- To -- „ .----- *00 ; a b 2 1211W 1634.64' _ _..,. 12+00 13+00 14+00 15+00 - ^ �� 16+00 17+00 18+00 r p n N18.26'21•W _1634,64' £ ygo _ DIAZ ROAD ► N sa1'w--- �,�4.� ROp`D X , n DI OAD o �' o 4 A D re r © d q PROTECT CURB OPENING N PER DETAIL D • PROTECT CREEK INLET PROTECT CREEK INLET 1 PER DETAIL F PER DETAIL F p 1 1 t41 1 � l { { PROTECT CURB OPENING I { I { PER DETAIL D { I I I { I { I, � � I • r ° O � U) c l an t0 p I = PROTECT CURB O NING { PER DETAIL D t � I. S Ile or) D 1 ''" ...-.,.... ...» 3 � �Q 37+00 + 40+ O ram' ro$ o' �.r----•'- ° I 35+00 � " 41+00 11 34+00 o'� 132106.. — `-�J ..•_ 33+00 ti a o _ 4� 31+00 29+� pa0 _ �+00 _�.,""�. - �- 1143.00WW 952,74 e ° °n• ° 23+00 _ _ 27+00 28+40 - - 00 ° F °° �`` _ Iv 'n 24+00 25+00 26+00 SJ43te00'00'W 952.74' O 51( � � ____ -•-.•- ----- .,�.'-....�...- ° ��°_�. —— o — DIAZ ROAD ,� --—.._____ —-_____ _. _ .,. ,. • °W _ .�- `"� ° DIA2'ROAD �,�� __ ,� _. ��--- PROTECT DIKE OPENING �( �,, may• _ . �, r PER DETAIL G ----- ,- _ " PROTECT DIKE OPENING PROTECT DIKE OPENING 3 OPENING PER DETAIL G PER DETAIL G o `� PROTECT DIKE PER DETAIL G n 1 1 I , 1 1 �D 1 o 1 1 PROTECT CURB OPENING t p PROTECT OVERSIDE DRAIN �C, 1 � 1 PER DETAIL E PER DETAIL D q 1 Qt N 1 ' Jo` tcota4ro rnya0 a OP PROTECT CURB OPENING t c 01`� RD - --— � --— — -- _.,�, ` `- — — .,.� Pp r — r r � PER DETAIL D w w _ 43+00 6 44+00 45+00 6+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 0 55+00 56+000 57+00 58+00� A>59+00 6a�JM0 o L 62+00 6 + ... - .. N34'21'50'W 2206.01' _ 39'?_1 S0".- ' Ile --• .. _---- ... ----• - a _ _ _ - DIAZ ROAD ,., � DIAZ ROAD ` N 4•a1�o• 2206.01' �a DIAZ ROAD in PROTECT CREEK INLET PROTECT CREEK INLET 31.1 PER DETAIL F PER DETAIL F PROTECT OVERSIDE DRAIN �( PER DETAIL E Co / . A U � \ a N dr { A ,Q p I PROTECT CURB OPENING A / _I�€R DETAIL D � { . � C) Lt- O _ .. -,a=y — - °'ryJo w O _ 66+.p0 4an� aU. ro -_ "�74+QO 75+00 + ,� C� ~71+00 - - —72+00 I —��' (3,408 d 67+OQ -- 7U'E00 w �v VS BIA rl A10 TICAE TO T11,E COAITM C rOR R9 A ~�``� '" - ---- __ - � o--�----�, t PqY STA 78+23.39 DIAZ ROAD I , � W1NCFiESTER RQAD ( Y t1 EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON ROAp - - ,�,.,� � ��$ � ,�< DATE THE DIAL Two WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS APPROVAL OF THIS PROTECT CURB OPENING RCE EXP. i° ULA ODES NOT CONSTITUTE A REPRESENTATION AS TO THE cO BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMEC PER DETAIL D o I I REVIEWED B1!• Q YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON--EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS TOLL FREE 1-800-227-26 o MEANS TO PROTECT THE UTILITY LINES NOT OF IZ IC SERVICE BY UNDERGROUND SERVICE ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY In A PUBL RECORD OR SHOWN ON THIS PLAN. INSPECTOR DA1 RECO Checked B Drawing. No. � CONSTRUCTION RECORD DATE BY REVISI❑NS ACC'D DATE BASIS OF BEARING SCALE SEALS %I LSSIDM Designed By Drawn By y RECOMMENDED BYt A06 ��- DATE-, 2 CITY [IF TEMECULA DEPARTMENT OF PUBLIC WORKS THE CENTERLINE OF DIAZ ROAD ON TANGENT 4� tiN R, u'0 l�, ARD ARO AL ALD LICIT ASSOCIATE ENGINEER Contractor SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontal A-- y� � ° - `•0�, 7 PROJECT' NO. PV1/05�� zsctm BEING N18 2621 WAS SHOWN IN BOOK 1 OF PARCEL �.. ACCEPTED BY. DATE MAPS AT PAGE 96 ON FILE WITH THE COUNTY �� , � No, 5960Z ate '� � (,�} � ° p � EXp� 12-31-07 D WILLIAM G. HUGHES � PAVEMENT REHAB PROGRAM - FY 2005106 Inspector RECORDER'S OFFICE. Vertical * AVLI R. ❑DVIA DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DIAZ ROAD _ 6617 06-30-06rr•' Sheet 1 9 cif 19 Date Canpteted / jf OF CA�l�p R,C,E, No, 59602 Expires 12 31-07 R.C.E. No, B Expires • p EROSION & SEDIMENT CONTROL 4 Uo 43U � r M 0 0 z t0 N W R LL K F I Ln O _ J j LU IL VIA ONTEZUMA _ --�- O o o u £ — — -----� I - -- ---- Z a N t- 1 I WINO ESTER R AD m Q U � W W z I I I o � o I I I — — � z W �I a � w I I -- y9qaY�yY{ ° IL I I — - —81.ACIMEERi'60p I , s I O I I I I ` I I I I I r I I - , a i o r RIO NEDO w w u u a m I 1 , y a I I I II I W I I 4 I I N I S 0 v I d I y I II it 0 I s a I I a I £ I , u ce I = f I S 4V iN_' I M I I I I W N I � O I a w _ Y I RANCHO WAY_ I O 3 a O 2 K 0 O fG G <n o u W K W W W j 1O1yy 7p U o m ¢ go Wy� 2 w w 9 O 12 H U U U LL N m J JR(» � gyJ E I I W '� `a7 r5z � ° CA FORNIA ROAD RANCHO O WUUON ll1 ��uI o V � �Wo � o I� N LL i i jm�a� oo W Z F m W 2 7 J J H o w N a Q � LLO cQi LLO z JJ Q �� o � V � J U p goo LL Q W Q I W 0 jE i3 " m $ u°i O ; ^, u " N J C9 Lij Mn co �= A m U D W o x 8 n o o /y 3 u O N M W r N w N �I 24 a n ROW z a O O K a a' d r UNION IN a jdlmbk OW awe lowl'OEMS OF WORK %0206ENERAL Mkoll I rms 1. A NO-FEE CONSTRUCTION PERMIT IS REQUIRED FOR THE PRIME CONTRACTOR PERFORMING THE WORK SHOWN ON THESE PLANS. THE PERMIT CAN BE OBTAINED AT THE CITY OF TEMECULA PUBLIC WORKS DEPARTMENT, 1 MO®ILIZATION/DEMOBILIZATION 1 LS 43200 BUSINESS PARK DRIVE, TEMECULA, CALIFORNIA. 2 ENGINEERING/CONSTRUCTION SURVEYING 1 LS 2. THE CONTRACTOR SHALL GIVE THE CITY INSPECTOR OR PROJECT MANAGER AT LAST 48 HOURS NOTICE PRIOR 3 TRAFFIC CONTROL 1 LS TO COMMENCING WORK. ANY WORK DONE WITHOUT PROPER INSPECTION WILL BE SUBJECT TO REJECTION. C 0 FOR INSPECTION, CALL 951-f� 11. 4 EROSION&SEDIMENT CONTROL. 1 Ls 3. ALL WORK SMALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC 5 ROADWAY EXCAVATION' 15477 CY WORKS CONSTRUCTION "THE GREENBOOK", CALTRANS STAND SPECIFICATIONS AND PLANS, THE CITY OFP0JCTNOF "�06 6 ASPHALT CONCRETE 309 TN TEMECULA STANDARD DRAWINGS, D THE PROJECT SPECIFICATIONS. , 4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY INCONSISTENCIES BETWEEN THESE PLANS AND FIELDPAV M B 7 AwusT EXISTING MANHOLE To GRADE 15 Imo► UG M FY 2005/06 CONDITIONS PRIOR TO CONSTRUCTION. 8 ADJUST EXISTING VALVE COVER TO GRADE 63 EA 5. THE ENGINEER • L BE NOTIFIED OF CHANGES OR ADDITIONS THAT ARE TO BE MADE PRIOR TO INSTALLATION. EN REHA RA 9 SURVEY MONUMENT 10 EA NO DEVIATION FROM THESE PLANS IS PERMITTED WITHOUT APPROVAL OF THE ENGINEER. 9. I ORTANT NOTICE: SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES THAT A DIG ALERT 10 TRAFFIC SIGNAL LOOP DETECTOR 34 EA IDEWIFICATION NUMBED BE ISSUED BEFORE A PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT I.D. 11 18"REINFORCED CONCRETE PIPE 119 LF NUMBER, CALL UNDERGROUND SERVICE ALERT AT 1-000-422-4133 THREE WORKING DAYS BEFORE YOU DIG. ' ' " 'r9 12 24 REINFORCED CONCRETE PIPE 280 LF 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES. FOR LOCATION OF UNDERGROUND UTILITIES, OR FOR EMERGENCY ASSISTANCE CALL: 13 30"REINFORCED CONCRETE PIPE 5o LF DIA ROAIJ 1 EASTERN MUNICIPAL WATER DISTRICT 951-92 3777 SOUTHERN CALIFORNIA GAS CO 909-335-7730 `° f 14 REINFORCED CONCRETE CONNECTION 3 EA RANCHO CALIFORNIA WATER DISTRICT 951-29 900 VERIZON 951-929-9436 t 15 REINFORCED CONCRETE COLLAR 13 EA SOUTHERN CALIFORNIA EDISON 951-92334 � �� ,a i 16 w 12 -DIAGO NAL,YELLOW-PAINT 30 LF 8. THE EXIbIENCE AND LOCATION OF ALL UNDERGROUND FACILITIES AS SHOWN ON THESE PLANS WAS OBTAINED t BY A SEARCH OF THE AVAILABLE RECORDS. TO TIME BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING 17 12"LIMIT LINE AND CROSSWALKS-THERMOPLASTIC 316 LF FACILITIES, EXCEPT AS SHOWN. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 18 LEPEND,SIGNAL AHEAD-THERMOPLASTIC 5 EA PROTECT ALL SUBSTRUCTURES WHETHER OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SMALL MAKE ' 19 NUMERAL,45-THERMOPLASTIC 3 EA EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF 1r , CONSTRUCTION TO PERMIT REVISIONS TO THESE PLANS WHEN NECESSARY. THE EXPENSE OF REPAIR OR 20 TYPE IV ARROW LIR-THERMOPLASTIC 22 EA REPLACEMENT OF SAID SUBSTRUCTURES SMALL BE BORNE BY THE CONTRACTOR. p 21 TYPE VI ARROW VR-THERMOPLASTIC 9 F...A 9. ALL UNDERGROUND UTILITIES TO BE CONSTRUCTED WITHIN TIME STREET RIGHT-OF-WAY SMALL BE INSTALLED, t 22 TYPE VII ARROW uR-THERMOPLASTIC 2 EA CONNECTED, AND TESTED PRIOR TO CONSTRUCTION OF ANY CONCRETE CURBS, CROSS GUTTERS, OR ASPHALT CONCRETE P,�VNT, 23 DETAIL 12 LANE LINE-PAINT 3529 LF 10.ALL TRENCHES SHALL BE COMPLETED IN ACCORDANCE WITH CITY OF TEMECULA STANDARD DRAWINGS 4 Y` U � 24 DETAIL 22 CENTERLINE-PAINT 1341 LF NUMBERS 407 AND 407A. 6I1 1 25 V. � {! � 9 iJ�ll S�� S`I�4 V( t Y.�1,,N`Tit ,+F�i t�: !% J ,, ✓r dl �' 1',�; ,a gg yy„I{ ,v 1' 1,¢,('i r t )r Vn ' { ,i♦�,P 't':y.V r,{ n i ? a 3„, v,h N r, i 13. v w:<ur fix. s? S +I,)d ,r!h rl,, ..,C ,i...1 5.. i'i 7 ,v.,r j 7•( DETAIL 27I�RIGHT EDGLLINE-PAINT 3414 LF ■ t'... ^ "r w: a <I !''!1. ".;+1, )),,,v�h'/rlr." r: .'i•' .�r' ,Nq'Cf,., ; p .a h1y !!: Cr.i•;1 a:Y r' p !...:5 ' aiSs: .1r 4.l, a �. . � ,, Il. .THE STREET STRUCTURAL SECTION S WAS DESIGNED N ACCORDANCE WITH THE PROJECT SOILS REPORT. rr vria'6!1 k1%"5 3 iu l ( aay 3la ',.ggtP ! e SIIII n..'::'d r�id' rfS,I,ka EE r,el , N 26 DETAIL 29 MEDIAN ISLAND-PAINT 689 LF PRIOR TO PREPARING THE SUBGRADE TO RECEIVE BASE MATERIALS, THE CONTRACTOR SHALL PROVIDE THE , , ENGINEER THE OPPORTUNITY TO EVALUATE THE SUBGRADE MATERIAL AND REVISE THE STRUCTURAL SECTIONS r 27 DETAIL 32 TWI�U-WAY LEFT TURN LANE-PAINT 4951 LF IF NECESSARY. — � 12.ALL PROPERTY CORNERS SMALL BE UNDISTURBED BY THE CONSTRUCTION OF THE IMPROVEMENTS OR THEY M1' 28 DETAIL 37B LANE DROP THERMOPLASTIC, 105 LF SHALL BE RESET AT TIE CONTRACTOR'S EXPENSE. ' 29 DETAIL 38 CHANNELIZING LINE-THERMOPLASTIC 1645 LF 1 EXISTING TERRAIN T P TRANSITION FR M T ' 3.ALL SLOPES SHALL BE ROUNDED INTO EX S NG E FAIN 0 PRODUCE A CONTOUREDO CU 30 DETAIL 40 LANE LINE EXTENSION-PAINT 49 LF OR FILL TO THE NATURAL GROUND ABUTTING TIME SLOPE. o 14.THE FACES OF CUT AND/OR FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO PREVENT EROSION. .� 15.ALL SLOPES STEEPER THAN 4:1 HORIZONTAL TO VERTICAL SHALL BE HYDRO-SEEDED WITH AN EROSION CONTROL MIXTURE SUBJECT TO THE APPROVAL OF THE ENGINEER UNLESS SUPERCEDED BY AN APPROVED INDEX SHEETS co EROSION CONTROL, LANDSCAPING, OR MITIGATION PLAN). PRIOR TO INSTALLATION, ALL CUT SLOPES SHALL BE SHEET OW1G. NO. DESCRIPTION -u SCARIFIED OR RIPPED HORIZONTALLY TO A DEPTH OF THREE TO SIX INCHES. 1 of 19 T-1 TITLE SWEET w 16.THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE � 2 of 19 X-1 TYPICAL CROSS SECTIONS � CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS r°F i" ' 1�8 3 of 19 L--1 LAYOUT STA 1+23 TO STA 16+50 1E AND PROPERTY, THIS REQUIREMENT SMALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING To Corona T°"mot � 1 4 of 19 L-2 LAYOUT STA 16+50 TO STA 32+50Cno t 5 of 19 L-3 LA�f O UT STA 32+50 TO STA 48+50 � HOURS. THE CONTRACTOR SMALL DEFEND, INDEMNIFY, AND HOLD THE CITY, ITS OFFICERS, OFFICIALS, 6 of 19 L-4 LAYOUT STA 48+50 TO STA 63+50 EMPLOYEES, AGENTS, VOLUNTEERS AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR 7 of 19 L-5 LAYOUT STA 63+5D TO STA 78+23 a. EXCEPTING FOR LIABILITY 8 of 19 SD-1 STORM DRAIN CROSS SECTIONS Ile ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCE G 0 9 of 19 SD 2 STORM DRAIN CROSS SECTIONS -u ARISING FROM THE SOLE NEGLIGENCE OF THE CITY OR THE ENGINEER. ' 10 of 19 SD-3 STORM DRAIN CROSS SECTIONS i 17.A SET OF "AS BUILT'" DRAWINGS MUST BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER PRIOR TO 11 of 19 PD-1 PAVEMENT DELINEATION STA 1+23 TO STA -16+ � ACCEPTANCE OF THE IMPROVEMENTS. O 12 of 19 PD 2 PAVEMENT DELINEATION STA 16+60 TO STA 32+50 C> 13 of 19 PD-3 PAVEMENT DELINEATION STA 32+50 TO STA 48+50 a. 14 of 19 PD-4 PAVEMENT DELINEATION STA 48+50 TO STA 63.4-50 a 15 of 19 PD-5 PAVEMENT DELINEATION STA 63+50 TO STA 76+23 u 16 of 19 Q�-1 SUMMARY OF QUANTITIES -CIVIL 6 17 of 19 Q-2 SUMMARY OF QUANTITIES -PAVEMENT DELINEATION 18 of 19 ESC-1 EROSION & SEDIMENT CONTROL CONSTRUCTION DETAILS � PROJECTSITEa 19 of 19 ESC-2 EROSION & SEDIMENT CONTROL LAYOUT LEGEND qD �^}}d��i.'�iyid^� at �r�� t�r��y� C r �' � "°` °"r ROADWAY EXCAVATION & PLACE AC (14LL- "), GAS (SOCALGAS) .�FII1 a{ , ¢, E ELECTRICAL (SCE) ROADWAY EXCAVATION & PLACE AC (15.5") SEWER (EMWD) To San Diego S .g d SD -- STORM (CITY, COUNTY) 0) MUM M oc r TELEPHONE (GTE/VERIZON) �' B11119 � E W WAA NO B4 Off- rO rNff COA OW C rOR TER (EMWD, RCWD) THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON '� THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS APPROVAL OF THISVIOVIff DA IE DIAL TWO WORKING NT / A T THE RCE � .�., EXP. � BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESS ATON S 0 YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WffhlN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS NOT TO SCALE REVIEWED BY IGLL FREE 1 -�300E-VICE ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF o A O�UBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD OR SHOWN ON THIS PLl1111. w...__.....� INSPECTOR DA INLYM Mai E n CONSTRUCTION RECORD DATE BY REVSSI❑NS ACC`D DATE BASIS OF BEADING SEAL Desi signed B Drawn B Checked B� �QE ESSJa 9 Y Y �I � T Dr�.�I. ti� No. of DIAz ROAD ON TANGENT SCALE �Q R. Nq� AR❑ AR❑ GJB RECOMMENDED BYi -- DATEt C I Y [IF TEMECULA DEPARTMENT ❑F PUBLIC WORKS THE CENTERLINE ��, v�� 0 �� EG l T R, PRINCIPAL ENGINEER Contractor SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontal ,` .� y c• L J BEING N18°26'21"WAS SHOWN IN BOOK 1 OF PARCEL �, ACCEPTED BY: -� DATEt -- •! = �• PROJECT NO, P � T��Ins ector MAPS AT PAGE 06 ON FILE WITH THE COUNTY N/A ,,}, No, 59�02 � . ,,/ .+ � - RECORDER'S OFFICE. 04 Exp, 12-31-47 * Date "t D I ECTO G. HUGNiES P"EMENT REHAB PROGRAM - FY Q0510 a Vertical *� � �Q AVLI R. ❑DV AR DIRECTOR OF PUBLIC WORKS/CI->'Y ENGINEER � .n � Me Cseted �,�j e1 VI �� _ ._: _ CITY OF TEMECULA UB RU DLA� ROAD �- f �� 59602 12--31-07 3661E , 06--30TOG �d��"='i �"� `X�i'tEe`L D`�of N/A �F CA�.1 R,C,E, No, ._.... Expires __ _ R.C,E, No, Expires, TITLE SHEET ffim r mw RNV CONSTRUCTION NOTES. 50' 50' ® ROADWAY EXCAVATION. EP EP I 371 0, I PLACE AC. A37' W0' TO 36' I i )K)K35' T❑ 37' AA36' T❑ 38' ® JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. *)K)K35' TO 73' )K)K)K38' T❑ 73' EXIST CURB&GUTTER 14" EXIST CURB&GUTTER 4 MATCH EXISTING AC MATCH EXIST 1.5%-2% . . , ry , EXIST 1 5% 2% H ..,.. +.--n 1 r }'. •`' AJ,.� 7 ` ( F rraf ! l /5 7, � -9 K N,. l Win++-a! 4. ..I. .. r f. wrM "}S"rt .a. •r�"'d. .q�. 1 h ^At .. � r. �. :,' i. :. .# -rid:. ,.^d"&�'.. .. .. � � ,. .. .. � ;:, .. .... I.,. �. .. t "I� n*1Ah r � .r -!`nk ',"^9�. �. ,. � F � � ,, 7 � ., .. ,. I .. �: ,. J. 1 �.• 7 �"!!''�"� ..yew-Mnr .�,. : *^�" .. ":✓ .. f J.., ;. {.: Y ?try. ,.. •.,F 1.. J, f �...i 4L .. ,..i Y[7'e. `7^� � .. , M1. ,... .: �, ,.� ,. T. �...... .. 1., ,,.. .... ,. :, r� ,,. ,! •l;Via. !'?71,�-. ,..,'� , .,. ,..� ., i : ,� ... � �.�. ... .. r a..�r ,. � ,., 7 .... ,.I .. e. �.... f 1.. f � �,. � 5 REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. tt ,�.�.�.�.-��-,...�...�-...�.--� — _——.--.————_—_�-—.-.r....,-�r...—..,.wr l r INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. '��'��' EXISTING E GEOTECHNICAL R PORT) DIAZ ROAD E ® SAWCUT. STA 59+81 .00 TO STA 61 +00-.009 **STA 62+85.00 TO STA 77+50000 ® PROTECT IN PLACE. *STA 61 +00 TO STA 62+85,00, ***STA 77+50.00 TO STA 77+86m57 ® ADJUST TO GRADE. . NO SCALE R/W 1 o Riw SURVEY MONUMENT. D4'.p6o 50, 50' I 11 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (� 3�), PER RCFCD STANDARD M815. I A PER DETAIL C SHEET SD-1. I EP EP 12 CONNECT RCP TO EXISTING CATCH BASIN, I 371 VAR o' TO 20' '13 JOIN RCP TO EXISTING CMP, PER RCFCD STANDAR D M803 CONCRETE COLLAR. I EXIST CURB&GUTTER 15.5" EXIST AC DIKE I EXIST 2% 14 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. MATCH -5%-2% - _—-_-—r—_-__—_-——_r y__r 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. h _ I 1� REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD NO. 214. `�-- --_----- _ ��-L EXISTING PAVEMENT SECTION (SEE GEOTECHNICAL REPORT) DIAZ ROAD 17 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE. STA 26+83,00 TO STA 59+81 ,00 18 INSTALL CALTRANS TYPE IV (R) ARROW. NO SCALE EXIST SIDEWALK 10 INSTALL CALTRANS TYPE IV (L) ARROW. r �� • I—r-~ q Rive 20 INSTALL CALTRANS TYPE Vil (L) ARROW. FG EXIST CURB & GUTTER i i RM I I �� I �' 50' 50 EP �� i 21 INSTALL NUMERAL 45 . _ I I EP I J I_ VAR 0' T❑ 34' I o I i 37' f � 2 INSTALL CALTRANS LEGEND "SIGNAL AHEAD". 3,8• I i I VAR o' T❑ 2o,i' I I I I ( I I I 3 INSTALL CALTRANS TYPE VI (R) ARROW. -- J EXIST CURB&GUTTER 81 14" EXIST AC DIKE I 1 ry( V 24 INSTALL CALTRANS TYPE VI (L) ARROW. ___� MATCHEX15T1.5°�°-2°gyp ___----_—.�__.��._-_-__.�_.�-----_EXisT- -_��___�..� � t Y�• r7 yC �.1'� 1,I�ua 1 frkk74M t kzk✓+ �'l} r„�. _..�..- ...... �.. r..�_ ter..........-—........._ ....._ DETAIL A T� - ° + �� _ �_ _.��_ _—-- �.—___.�_. �._ ___�.�.�. � � �� .� __ .� + " . FT 1 i'yw e !`rak +.r. 'a"i�r^'T"f 77,7 'P�'"�'"'d fx �+�-^r~'�"' 1 IA -� .�....� �...._..� Q 25 INSTALL 12" DIAGONAL, YELLOW PAINT. N.T.S. 4, a INSTALL CALTRANS STRIPING DETAIL AS INDICATED. L---------- EXISTING PAVEMENT SECTION (SEE GEOTECHNICAL REPORT) DIAZ ROAD O CURVE NUMBER. STA 2+29.89 TO STA 9+48ol4 C) NO SCALE In 0 o� A E,aft Ill L N M& ue u 11 RM U 'a ROADWAY EXCAVATION & PLACE AC (14 ) � GAS (SOCALGAS) �� , � „4;�;; RNV E ELECTRICAL (SCE) 50, 50 loe a ROADWAY EXCAVATION & PLACE AC (15.511) EP I I ( � S SEWER (EMWD) VAR 0' TO 64 d sn COUNTY) i EP , M CITY COU 37' T❑ 43' VAR 0' T❑ 64" A STORM ( ) I VAR iia *37' 0, T TELEPHONE (GTE /VERIZON) EXIST CURB&GUTTER 14" I >_ W WATER (EMWD, RCWD) EXIST �� MATCH EXIST 2% o MATCH 1.5% 2°'° ...� �. ..-.....-� r .r, .A r rr .11..- 4 a.. ,' , '.}d'.. .r ( r {{ G �5.! �I! s', ——— — Y , ", .,f I.4"f. 1,F tl. 9 �,�? i f :14 t y .f �....... �....... ....-__�,,..-._..-_�...,.�..,.——_ <� 1. , , ,-�.,, , � � .: '.,. ;�,. ,r., .•, v, do .1 r' � "'-—�..,. : �.. ..:.�,..� .. ........ �,.,, r.�..e,P k ....,I.,-r. �,�., ,. ,,:• '....:... i b ., r. � 14.d � a.� '1'. i�" IL r..:: ..,..,. .....,,..,TP .f Z 1 ' ,. ,• •.r. r �.:.: 1 1, I S1�'.: .,:...�, ... � ".��7=;t F .,... dr .r ..'^�"� .�.. ?"'!C',.� '"y^."tT .rw;+r1 ,a'i .�; :� !,'�,, {•; T T ^.!1r .::., ''' .,� .., r.•r '�;': ,;1,..�J: 1 ! �:,._,,f...I' "',Ire 6. ,q.,V; {„Y'+,,' q• ,i'Sw,` ,'^�qe"Tw!.'1^R!��R•!�- ��'^L�'q'..^a.'9„ N.." t. r 'wrrti�..��^-•.: �1 1 M1 : `lr y" �'., ,. * M".'^. ��_� + �..ter..,� ,ti � x � .,,: ,:� 7 ., r.,�. r A ..,...+....,. n^* � ..,... rat, M1 "fi:, Y• p, +">'",'qa^"�"'-g�""� �.__._..._.. ,..w , e . ^, L 1 EXISTING PAVEMENT SECTION (SEE GEOTECHNICAL REPORT) DIAZ ROAD - "AS BVIL7w � jvo Tj IC97 > STA 1+6136 T'O STA, 2 29,89 DATE 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 *STA 9+48,14 TO STA, 26+83,00 RCE EXP. CD BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE UNDERGROUND N O SCALE REUlEWED BY � YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY U 27--2604 UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT THE CONTRACTOR IS TOLL FREE BDD Z REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF TE In SERVICE ALERT INSPEcroR pA A PUBLIC SERVICE BY UNDERGROUNDRECORD OR SHOWN ON THIS PLAN, Drawing No, ACC'D DATE BASIS ❑F BEARING SEAL, �F�ssl Designed By Drawn By Checked By CITY [IF TEMECULA DEPARTMENT OF PUBLIC WORKS s CONSTRUCTION RECORD DATE BY REVISI❑NS RECOMMENDED BYi DATE: OF DIAZ ROAD ON TANGENT SCALE � � R pAHq� ARU ARp GJB REG R, PRINCIPAL ENGINEER U THE CENTERLINE ��v1 L9 f�c SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 HorizontalPW06-06 (I Contractor1P DATE'?-/`•oL- PROJECT NO. � o BEING N18°26'21'W AS SHOWN IN BOOK 1 OF PARCEL No, 59602 � ACCEPTED BY1 - _ MAPS AT PAGE 96 ON FILE WITH THE COUNTY N/A .a Date ��• ('� ��0� WILLIAM G. HUGHES i _ � PAVEMENT REHAB PROGRAM W FY Zoos106 Inspector RECORDER'S OFFICE. * �xp, 12-31-Q7 * AVLIN R. OD- V A DIRECTOR ❑F PUBLIC W❑RKS/CITY ENGINEER Vertical C�v�\- Q r DIAZ ROAD `� 9 $� -31-07 36617 06-30-06 �'' .�� v r�► �+ �+ Sheet Wof 111 Date cvoeted N/A jF Q� CA�I�o R,C,E, No. 59602 Expires 12 R.C,E. No, Expires$ TYPICAL CRIOSS SECTIONS � m' I 0 CONSTRUCTION NOTES: ROADWAY EXCAVATION. im I 1 ® PLACE AC. ( � , r I + I I ® JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. y ` o ® MATCH EXISTING AC. ILL i ® REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. uj OT A 1+23,1 DIAZ ROAD -- 40 INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. ° I� m �' _ S A 306+45,' RANG LIF❑RNIgf�C],gD a n _ t_ 7 © SAWCUT. �Q n •_� f `r \1 f �- I r �] 1 .0 A j (i G T r� d / w —r I I E [ E ESE -—- -�—`- --'-.__w•___ __-- -__-_ _: "..:.' ...E...... ---,..�__ ® PROTECT IN PLACE. .---r-��- ' a �7` ' ----�._._ ___ .._ _�_______ ________�� -------E--n _. _-___ n e _ 9 - a --- E E ,. " y e e c e c f, d .�^ ,9 ads..I.�..t rr .+ 9 "? i ,): :'.d _ -: r' f" "',r e [ t 1 Lu 4 ,.,. e ., y � .,.,;:. ;'.. r.'.� P 10+,•', t{ ,,. Fri ;d{ ¢ I e E Q ( '•' J: � :' ,.,..r r;p''�:, -),:. r .., ,� *^�^r-.-�-°wr ... .. �� '�-'""1w�r'rr�d+wl7�'... E , AmAdikk r _ .ly,.,y, F ,r.....3.n•,... l i:.,,...., "","'P,r. -.......' ,'. zf - J: ;1•... ..y., ,aa'°:.' 'Sk',.� , •I:� ,`.�k t r .. :, :.r. Y .:_. it .. 'T""."'•""d« .. .. :I •w '!rwr' ,.. ', ,� ... m r: ,.r ,.:J ,.,. . •'( yam. - u Lu .. s 'k ,r..... :1 a .. ',t �. '.I ,4.. 9 ADJUST TO GRADE. w L . ,, ,�. ,. .. 0.' .....r. JJ .f, d .r ,. .d E- ,....�� 'd„tEr51","!Pt!"M„ .. � T" al.��rl',� dry 1Y° , r..f.y;:u 171nr",,..{13•i,k'� ez< Yi( 1's;' •�y W x.JIl+k,x x w 7.,� , (° ,y, 1 F, {,`:. , v nr •W, `;,:. .' // ��W� 'y '�J, rf,, � II4,k•f4} Lu I ro vf .a, p `, ° I r 10 SURVEY MONUMENT. n � {I {7 �// "P f Jr/�/ "r" G.r•"."�'�" f � �' ui,Ty.""'..- r lh1 e ff 2, 21 W ,,' / W. d ;. V i 11 I, M V [�11 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP P FSTANDARDM815. S7Ay3f23 W W _ y-- W W W y w W W w Q ( �) PER RCFCD _.�. " ....- 1 ' � 1��+ �I � r W W ►. W W w W w i x EC 1 .34'LT SiA 2+73 �' DI A OAD w W y w y w- o� +'f ►s i �, r ,� ( `,,- l7 8C 20.11'LT STA 7+23 12 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SD-1. - m 13 JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. i I -�— -- ---- 1 ~ , suj 14 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. Now REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. a M Q t 16 REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD NO. 214. INSTALL CALTRANS 12 CROSSWALK/LIMIT LINE. 18 INSTALL CALTRANS TYPE IV (R) ARROW. 1 INSTALL CALTRANS TYPE IV (L) ARROW. 0 LANE LINE 20 INSTALL CALTRANS TYPE VII (L) ARROW. a a 21 INSTALL NUMERAL "'45". LIMIT LINE \ 0i Ix o 22 N. INSTALL CALTRANS LEGEND "SIGNAL AHEAD". O ALA 1 y v / Q, tU _.._1 p/ •--10/.,_ ---10 ._rW c _f \ 23 INSTALL CALTRANS TYPE VI (R) ARROW. � G 11 \ 24 0 INSTALL CALTRANS TYPE VI (L) ARROW. DETAIL B TYPICAL LOOPS LAYOUT" „ --��` E , ¢ * Ir'; ''+'itiin.•^pia:-z••'�^-:a7 •�, .. .. ,• EG EG EG E e E 25 INSTALL 12 DIAGONAL YELLOW PAINT. ..': . G _._ N.Y.S. AL 9� G G —�—E e �- r , "' G ,, 1'f T CrC G f T ` , LU ,.... .,... ! � ""."., ;, ..��» ., .. .,« ,yr;� .. ,,,, ,r ,.,.u.. ,.. ,r. G � C ', r. .. ,. �., ��.. , ,.,,. 1 .,^ter+ �. ,.•. ,. 1:. .1 - D !�c . .t. _ ,I .� ,..., ,.� :: fir. C� a r .... r( v. , ., ^*'—,,;.-ear• ,. A f. .d t ,.. .,..., 1. ,..r ,.,.. .,r;, .. �. v .. ,.,, .� T r: •n Lu V....,... :.: � .,I ,. .. ,. < 3. r. �, ,.. .: ., ,. .. .. � INDICATED. r INSTALL CALTRANS, STRIPING DETAIL AS ND GATED. I. . , a . ..: L r t lf? r 4,' , r , � > � .,,. r� :.:... .. ,. ,. ,,.t.,. w....,, T. +!`+,`.resew'`: ;r 7 7- r ,, i...° 1.,.:., .. ,..... y - r r i; , J`. f , r 1 t 'T Sll m e Mf, d e r ti ^""""tT CURVE NUMBER. �.�. CD ` r CU U7 7777— � r O r. i,..,x)• r3,:, ,r!„t. e.. t ,.:,. r. ,,Y: ,.:..,„I ,S M...... „ ,. ti• .r...rM-.+ i r:, ti . J d.•,1 v rr rust.r. !y a/. 1} r�i '1";, , *^"'fiw"r'"'f 1�',r Y , • N 18 / n c d>a a£r .arl:r ..r t, riai',r',�..,:#ar, F:+,u: .,,a:!.i;.:G'� ,..! {�.,...rt erg ': .•,yy.. F' r E r:;r I +' I ;a".'";r..r""'.",,i( r ^r, u Ile V W 26 21 W a ,.:�... .,, r.t.s,.kfl a,ra,,.P:ik: � >r_ ._._ r . W 1634 _—`-}•--•y " fir. 1 's ' ,'.ld.�a +:�1�._lrn,'. S .. .. ,,. ., � ! k, 4 iq 4y t S'I.G n 4 y w D�� S S 3 S s ".,'�." w W I x + C:> sm ML 0 W W s 1 LEUCND + ��{•' W»—�._'"'W ----^W xf 1 )�D ---S _ S S —�g __w S _. S - S N V' Q --W I _"' ,y W U' r _ O r r S s r S r s s y t S r s r w-•--"—�•y y_�,.,,•_ y W �VC NTEIINE W Tom 00 GAS (SOCALGAS) gill ROADWAY EXCAVATION & PLACE AC (14 ) LIJ I�' � �a W ¢ / I z � � �+ IUD , � E ELECTRICAL (SCE) � ¢ ROADWAY EXCAVATION & PLACE AC (15.511) a / / .� s SEWER (EMWD) � Xr 3 N sn STORM (CITY, COUNTY) / d C) kD T TELEPHONE (GTE /VERIZON) �'®" 1" 1 CD r w WATER (EMWD, RCWD) ,� o L a" 0 . s CURVE DATA !Y Q O NO. R A T L /�► � NO TICE TO Tj NE CO)VTM C TOR1 94' 60033'01" 54.8T 99.34' a ��BWL� �' o, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON 2O 1594' DS°DT29" 113.21' 226.D3' a- DIAL TWO WORKING THESE PLANS WERE OBTAINED BY A SFIRCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS 3> 2000' 24°33'38" 436.36 851.33' RICE EXP. DATE � BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THEo YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON--EXISTENCE OF ANY UNDERGROUND 4000' 08038'10" 302.03' 602.92' REVIEWED By o TOLL FREE 1 �--800�-227-2600 UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF 1020' 27°34'32" 25D.31' 490.91' a A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD OR SHOWN ON THIS PLAN. INSPECTOR DATE In - o CONSTRUCTION RECORD DATE BY REVISI❑NS ACC'D DATE BASIS OF BEARING SEAL• Q�CSSI Designed By Drawn By Checked By Drawing No, SCALE Q� a�q RECOMMENDED BY. DATE: '� ' CITY [IF TEMECULA DEPARTMENT OF PUBLIC WORKS / THE CENTERLINE OF DIAZ ROAD ON TANGENT R. p40 l�, AR❑ AR❑ GJB RE G UTLE PRINCIPAL ENGINEER 0 Contractor SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontal BEING N18026'21"W AS SHOWN IN BOOK 1 OF PARCEL DATE F ? PROJECTNO, PW05-06 No, 5962 ,'T; ACCEPTED BY, -� • 2 ��G•�+` a Inspector MAPS AT PAGE 96 ON FILE WITH THE COUNTY 40 �, Date Fi `A ZOC& WILLIAM G, HUGHES C3RECORDERS OFFICE. Exp, 12-31-07 _ PAVEMENT REHAB PROGRAM - FY 2005106 0- Vertical * * AV IN R. ❑DVIAR DIRECTOR ❑F PUBLIC WORKS/CITY ENGINEER / ��,�f CCVI�- _ [L Date eted �� . ........::: .` DIAZ ROAD f Q �� 59602 Expires 12-31 07 RICrEr No, 36617 Expires, 06-30-06 r'�` .� a'�` ti Sheet 03 of 19 N/A F CAT. R,C.E. Noa p p " LAYOUT STA 1+23 TO STA 16+ 0 CONSTRUCTION NOTES: Q ROADWAY EXCAVATION. �2 PLACE AC. F3 JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. 8 1 J ® MATCH EXISTING AC. I� 1 05 REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. 'n 0 O ; 1 © INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. W Lu _ G r 07 SAWCUT. co ® PROTECT IN PLACE. - 17s' m E9 ADJUST TO GRADE. (p NI ' 1B+O0 x a 1 1 y N1 SEE SH -SON-4 3ON-4 10 SURVEY MONUMENT. - DZA00 Lu I / 23 t00 ..®9 r Fill REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (04999), PER RCFCD STANDARD M815. z �4 • _ 21+oD �' zz+Do _ -�-- --- — 9'_•— FI-21 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SD-1. T — ,� -_ _ — — —• - - _ - 13 = _JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. - "ROA� —"—"—° +a—"G d — 03 fellow ve _ m Fl-41 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. — v - - O F151 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. �� a rl-61 REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD NO. 214. r m 17 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE. . 18 INSTALL CALTRANS TYPE IV (R) ARROW. FI-91 INSTALL CALTRANS TYPE IV (L) ARROW. 20 INSTALL CALTRANS TYPE VII (L) ARROW. F211 INSTALL NUMERAL "45". r2-21 INSTALL CALTRANS LEGEND "SIGNAL AHEAD". 23 INSTALL CALTRANS TYPE VI (R)ARROW. _', ,III a £J II _ Y v`0 �q I I 24 INSTALL CALTRANS TYPE VI (L) ARROW. I \ i f W s� 25 INSTALL 12" DIAGONAL, YELLOW PAINT. II c _ — £ 'a O INSTALL CALTRANS STRIPING DETAIL AS INDICATED. OM 0 ® CURVE NUMBER. W LEGEND W 26+ 25+00 c GAS (SOCALGAS) u ROADWAY EXCAVATION 8 PLACE AC (14") ,^ _ - - - • ��_ N 3 V, a e ELECTRICAL (SCE) IN ��. ROADWAY EXCAVATION B PLACE AC (15.5°) • --- - —• —• " ` S SEWER . ., . + INE-. " •—a "1Y,�._. -- __ - -' _ - - J i CIO ss STORM (CITY, COUNTY) N - - — - - 11w-S •= N _ -1�-- - - � - - T — TELEPHONE (GTE I VERIZON) a W — q r — w WATER(EMWD, RCWD) Z m '^ + } J N m 2 N o L UL ✓ n 0 r S K }� Q CURVE DATA P NOT/CETO MECOAM"CTOR R T 'ABBO/LT' �I O1 W 60.33nr 54.Br 9B.34' c a THE EXISTENCE AND IOCA17ON OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON ISB1 �•� 11321 226 n DATE a DIAL Two WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS APPROVAL OF THIS ® 33'36`2OW 24" 435M 857.33' RCE EXP. o BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE YOU DIG YOU DIc ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND ® 4000' OB°38'10` 302.W 80292' RENEWED BY. '^ UTILITY PIPE OR STRUCTURE WITHIN THE LIMAS OF THIS PROJECT THE CONTRACTOR IS o TOLL FREE 1-800-227-2600 ® , A PUBLIC SERWCE 8r UNDERGROUNo SEWCE ALERT REQUIRED TO TAKE All DUE PRECAUTIONARY MEATUS TO PROTECT THE UTILITY LINES NOT OF 1020' 2794'3Y 250.31' 4BO.BI' n RECORD OR SHOWN ON THIS PLAN. INSPECTOR DALE o CONSTRUCTION RECORD BAT BY REVISIONS AMID GATE BASIS OF BEARING SCALE SEALS ` I[SJ N Designed By ➢rnwn By Checked By r r Drawing No. a F0. LRq RECOMMENDED BYi / DATE. Y O(. CITY � r TEMECULA DEPARTMENT OF PUBLIC WORKS H THE CENTERLINE OF DIAZ ROAD ON TANGENT ��\ ,TA R. Opp��. ARO AM GJB E TL R PRINCIPAL ENGINEER r [mtrectar SECTONBETWEEN STA 1t23.15ANDSTA17+57.79 Norizontsl 1 y c ��T L-2 w BEING III8°2621"W AS SHOWN IN BOOK I OF PARCEL 1 "-40' s c No. 59602 lX<+ d Date FER 14129ob ACCEPTED BY. DATES 2 -TL•.1. PROJECT NO. PWO5-06 Inspector MAPS AT PAGE 960N FILE WITHTHE COUNTY Im12-81-07 '^ VILLIMI4HlKNES O PAVEMENT REHAB PROGRAM - FY2005/O6 n RECORDER'S OFFICE. Vert1C01 •f' ETV[` `pm AVLIN R. O➢VIAR DIRECTOR OF PUBLIC VDRKS/CRY ENGINEER t DIAZ ROAD a N/A "F �� 59602 12-31-07 3"17 0G-30 �> heet 04oF 19 DT CAU R.C.E. NO. Expires R.CE. NIx Expires, LAYOUT STA 16+50 TO STA 32+50 Ix I CONSTRUCTION NOTES: 01 ROADWAY EXCAVATION. 02 PLACE AC. D < �3 JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. I I I Illinois I LL ® MATCH EXISTING AC. U) I I w I I v 1 , J 0 REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. --I I I © INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. 0 sawcur. - i CIS i -,- - I = _ _ _ = a-ham:-o _ --° -__ w - - - - t_- m 08 PROTECT IN PLACE. Z — — — — ® m W ADJUST TO GRADE. F10_1 SURVEY MONUMENT. + I rUJj — — "tea.—%R v tr—•R L. L— ' I.'�.—,—.—.— .—.— ,—.—.—. —,—.—._._._— —._A N rill REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (94999), PER RCFCD STANDARD M815. O °�° — —s —• ,•_�_,i_- + + PII o +- 4 1© CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SD-1. N " ---� — - -- Oj DIAZ ROAD m _ - - - - -- - - r w 1© JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. m N ® JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. N c X _- © REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. '—I a• 18 REPLACE AC DIKE 6" ICE PER CITY OF TEMECULA STANDARD NO. 214. N / FT-71 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE. x ITC INSTALL CALTRANS TYPE IV (R) ARROW. Ffg-1 INSTALL CALTRANS TYPE IV (L) ARROW. ) ® INSTALL CALTRANS TYPE VII (L) ARROW. 1 +\ F2_11 INSTALL NUMERAL "45". ® INSTALL CALTRANS LEGEND "SIGNAL AHEAD"- 0 © INSTALL CALTRANS TYPE VI (R) ARROW. r /'� w 24 INSTALL CALTRANS TYPE VI (L) ARROW. / 11 Jan Qs'� 1 I $ y"' —� — million w ® TS 1 T w INSTALL 12" DIAGONAL, YELLOW PAINT. 't i m r �o — „'� = al -- — N O INSTALL CALTRANS STRIPING DETAIL AS INDICATED. Z �. _ o © CURVE NUMBER. m �- - f _ + 3 p LEGEND + A9-+3� � w - • G CIO _ — — — ' �I — — _ :_:- : -- ' — a r GAS (SOCALGAS) ROADWAY EXCAVATION & PLACE AC (14") O/� — '— — — - --- "� " - �--.—._-._.-. , --— _ _ — m to E ELECTRICAL (SCE) `i' .�-•�' m —• �_, • Y _ ) I— _ /A i ® ROADWAY EXCAVATION B PLACE AC (15.5') rn _ VJ V'r� u SEWER (EMWD) rn .�•~" +—. — I -- __ — � - -'- i. o ,p STORM (CITY, COUNTY) �o I _ — r TT a D _ T V //\ K E TELEPHONE (GTE I VERIZON) 03 I N 0 a WATER (EMWD, RCWD) o rn � i G Y'/ s i DIC7, W�� R CURVE03TIN T L NOT/CETO THECONTi4.4CTOR O �� 60°33'01' 54.67' 99.34' �.4SBlJ/LT' E 1594' 00°07'29" 11321' 226.03- 0 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON ® a DIAL TWO WORKING THESE PLANS WERE OBTANVED BY A SEARCH OF THE AVAILABLE RECORDS APPROVAL OF THIS © 2000' 24633W 435.35' 867.33' DATE BEFORE DAYS BEFORE PUN BY THE CITY OF TEMECULA DOES NOT CONS77TUTE A REPRESENTATION AS TO THE RCE CAP. o YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE DVIENCE OR NON-EXISTENCE OF ANY UNDETWOOND Am' Oo°38Y0• 302.03' o02.92' � REWENED BY W TOLL FREE 1-800-227-2600 UlILIIY PN'E OR STRUCTURE WITHIN THE LAWS OF THIS PROJECT. THE CONTRACTOR lS o REOURED TO TAKE ALL DUE PREGUROMARY MFAAS TO PROTECT THE UTILITY LINES NOT OF ® 1020' 27A34'32• 250.31' 490.91' 1 A PUBLIC SERJICE BY UNDERGROUND SERNCE ALERT a RECORD OR SHOWN ON ]NlS PLAN. INSPECTOR DA 7E N NIMMONS 0 CONSTRUCTION RECORD DATE BY REVISIONS ACCT DATE BASIS OF BEARING SCALE SEALS Q%IISS/N Designed By Drawn By Checked By CITY 1- /� Drawing No. a THE CENTERLINE OF DIA2 ROAD ON TANGENT T Mq RECOMMENDED BY: h DATES 7 & CI ❑F TEMECULA DEPARTMENT OF PUBLIC WORKS`b R. 0 l ARO AND GJB y, EG g T E PRINCIPAL ENGINEER Contractor SECTION BETWEEN STA 1+23.15 AND STA 17+57,79 Horizontal / BEING NI6"26'21-W AS SHOWN IN BOOK I OF PARCEL " c vP ACCEPTED BYi - DATES. 2-T4-e4 PROJECT NO. PW05-06 L_3 lospector MAPS AT PAGEB60NFILEIMTHTHECOUNTY 1 "=40' -� ND. 5D�1 ACCEPTED PAVEMENT REHAB PROGRAM a RECORDER'S OFFICE. CMp 12-31-07 �J•"��' Date I DIRECTOR G NUGNES O K Vertical ' AVUN R. RDVIAR BIRECTDR 6 PUBLIC WORKS/CITY ENGINEER N01�W N/A �� CIVIV �� DIAZ ROAD a i A/ANT CPIX�� R.C.E. No. 59602 Expires 12-31-07 R.C.E. No. 36617 Expires, 06-30-06 '1= LAYOUT STA 32+50 TO STA 48+50 Si L 050r 19 a CONSTRUCTION NOTES: M1 ROADWAY EXCAVATION. �D 2 PLACE AC. ,\ © JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. n ® MATCH EXISTING AC. \ 1 °p' r REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. > 1 ,ao 1 ® ® I I I I �„ m © INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. W04 F7 SAWCUT. = © PROTECT IN PLACE. r F9 ADJUST TO GRADE. m _ — m—RlPgCEbTSEE DRAIN► E •"� I m _ —.—• A ' SEE SHEET , • —` 10 SURVEY MONUMENT. Dw6o — —,—•�• .�.-. D� ROAD - - h ;�'_' 11 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (94A99), PER RCFCD STANDARD M815. `� 5' �725 °D I 3-- ;-:-•—•—'—' —d— —• m 12 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SDA. •—,—.—•—°—° _ _ _ �_ - - --- ( OS 13 N JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. Cn m FI-41 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. N m 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO, 407. Fl-61 REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD NO. 214. r 1 17 INSTALL CALTRANS 12" CROSSWALKILIMIT LINE. W Fl-81 INSTALL CALTRANS TYPE N (R) ARROW. FI-91 INSTALL CALTRANS TYPE IV (L)ARROW. 20 INSTALL CALTRANS TYPE VII (L) ARROW. F2-11 INSTALL NUMERAL "45". y INSTALL CALTRANS LEGEND "SIGNAL AHEAD". 2--31 INSTALL CALTRANS TYPE VI (R) ARROW. 0 \ I N O 41 INSTALL CALTRANS TYPE VI (L)ARROW. a '^^i 2© INSTALL 12" DIAGONAL, YELLOW PAINT. ` I� O INSTALL CALTRANS STRIPING DETAIL AS INDICATED. 2 , ! Is r © CURVE NUMBER. ZIn r i T a LEGEND — c GAS (SOCALGAS) ROADWAY EXCAVATION & PLACE AC (14") '} VSQ.yA_., -2806A1L•—' Tow — �xl ""_ `( V+ a E ELECTRICAL (SCE) O _ — • — '—' —. 0 ELZI ROADWAY EXCAVATION & PLACE AC (I5.5") ,— '—' Ij Y I — —"-_-yYlfrr=+V!AD — I __ ti _ FF.. , a s SEWER(EMWD) _, —,—,—. J - - - - = rc SD STORM (CITY, COUNTY) m —.�r— ' `�,—. —. 1• `�` -- -- -- - S N m Sre I�rTe all -� s° T TELEPHONE(GTE I VERIZON) _ — — — — — — r o V WATER (EMWD, RCWD) W / \ O /(\ ' o L m d CURVE DATA t _ rc D �� 5�—�n'nJ O TND. R n T L(01-800 �J�JR NOT"M rNIE CONTRACTOR +� Qp W 60.33'01• 54.8r 99.34' "AS BUILT" .` _ ® 1594' 06 Orz9 113.21' 228.09 e THE EXISTENCE AND 10CA77ON OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON a. DIALTWO WORKING THESE PUNS WERE OBTAINED BY A SEARCH OF THE AVAWLABLE RECORDS. APPROVAL OF THIS © 2OW 24.33'3S° 435.36• 657.37 DATE BEFOREDAYS BEFORE PLAN BY THE COY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE RCE LXP. c YOU DIGYOU DIG ACCUDICY OR COMPLETENESS OR THE EXISTENCE OR NON-EXSTENCE OF ANY UNDERGROUND O 40110' OB•3W10' �' �' RENEIIED BY N U71LITY PIPE OR STRUCTURE WITHIN THE UNITS OF THIS PROJECT THE CONTIUCTOR IS TOLL FREE -227-2 IOW 2T34'3Y 250.31' 49091' a A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MFANS TO PROTECT THE U771JTY LINES NOT OF RECORD OR SHOWN ON THIS PUN 4V5PECI0R DAIS c CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SCALE SEALt `.%I !f/A4 Designed By Drawn By Checked By Drawing No. a. THE CENTERLINE OF DVS ROAD ON TANGENT �� NOp A/ ARO ARO GJB RECOMMENDED BY� G�LDATEi Z Ofi CITY ❑F TEMECULA DEPARTMENT OF PUBLIC WORKS N [ontr"dar SECTION BETWEEN STA 1+23A5 AND STA 17+57.78 NOrlxmtol T E , PRINCIPAL ENGINEER u BEING NI8'2871'WAS SHOWNINBOOKI OFPARCEL so I = v P ACCEPTED BY, J^ _ DATE, 244-OG PROJECT NO, PWO"6 L-4 Incpectr MAPS AT PAGE 96 ON FILE WITH THE COUNTY 1 N0. 602 RECORDER'S OFFICE. ^` E%p. l 7f'07 Date fob, ^ LzOL& WILLIAM G. HUGHES PAVEMENT REHAB PROGRAM - FY 2005/06 & Vertkol AV IN R VI R DIRECTOR Of PUILIC WORKS/CITY ENGINEER e � i be Gw M c sr Cl s9coz tz-3t-m 3ssv os-3o-a9 ,-:-.I .:::. DIAZ ROAD a N/A 9/Ea ERLW� R.C.E. NO. Expires R.C.E. No. Expires, i Sheet O60f IO U LAYOUT STA 48+50 TO STA 63+50 i CONSTRUCTION NOTES: Ot ROADWAY EXCAVATION. F2 PLACE AC. V 03 JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. ® MATCH EXISTING AC. LS REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. �� rrr I ® INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. vJ ® l\� / > 0 SAWCUT. pat�t, .`\ �•� a �' �/m 8 PROTECT IN PLACE. \` � .bp0 �9 ADJUST TO GRADE. G Fl-01 SURVEY MONUMENT �� '`^•�'Woo — { 00T +I Fl-11 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (83899), PER RCFCD STANDARD M815. .} Cam} 12 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SD _El F- a_ 69+Op 70+u0 13 JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. ��-,,I `--` -- - �— `s7 5b-w s , cn 14 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. ` \ m F151 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. \n� p _ _ °✓ 5 - _ c_ _ _ m Fl-61 REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD NO. 214. Env r 17 INSTALL CALTRANS 12" CROSSWALKILIMIT LINE. - G ff B-1 INSTALL CALTRANS TYPE IV (R) ARROW. NWV �•CMLIIL (fWAhMet) r m F19-1 INSTALL CALTRANS TYPE IV (L) ARROW. [22-01 INSTALL CALTRANS TYPE VII (L) ARROW. F2-11 INSTALL NUMERAL "451. �T 22 INSTALL CALTRANS LEGEND "SIGNAL AHEAD". 23 INSTALL CALTRANS TYPE VI (R) ARROW. �✓ ( I I I I Ay g �� G� N F2-41 INSTALL CALTRANS TYPE VI (L) ARROW. W u6sd �, O a' > Sa �a _ ,) a1 25 INSTALL 12" DIAGONAL, YELLOW PAINT. O �� at°' o o - �>c'- — - • t , j `� '�^ O INSTALL CALTRANS STRIPING DETAIL AS INDICATED. W .I y ','Ike ,� ,--^-> ri - - - o —� � Q 3 �7 ® CURVE NUMBER. r ._ -�-. ✓ -. IV v _ �Z6-+9g„"� - �- i00 -TI ' - �T — 74+00 I - r ._75.n0U .gin sA a y 7 7VOU -.. LEGEND qjno— s GAS (SOCALGAS) ROADWAY EXCAVATION 8 PLACE AC (14") CDC ,d _. _ •s O .. E ELECTRICAL (SCE) + - - �, . Q'nC - ROADWAY EXCAVATION 8 PLACE AC (15.5") I_ _ ___ _ — _ rj J �a a7� + S SEWER (EMWD) I� — ( I �i C �3 O \ POT STA 78+23.39 DIAZ ROAD = a so STORM (CITY, COUNTY) W �M1'ZrJ Pot �® /9`O / EI�I,)�I P0l STA 95+36.71 WINCHESTER ROAD -O a 1 TELEPHONE (GTE I VERIZON) J kbv�-E / �LI i Im�(� C, f5 II::�AAO — w WATER (EMWD, RCWD) T b iU '. a I I aL 4 tl S IC�'`�I1� T CURVE DATA / }wa 0 NO R T L �NSBVIL/ c NOTICE TO THE COAfr"CMR 01 94' 60.33'01" 5e.8r 99.34' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON © 1594' 08'OT29" 11321' 228.03' a DA IF DIAL WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS APPROVAL OF THIS © 2000' 24'33'38" 435.35 857.33' RCE CXP DAY o BEFORE DAYS BEFORE PUN BY THE CO L ENESSTEMECULA DOES NOT CONSOR N A REPRESENTATION AS TO THE YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND o 4000' 08'3570' 302.03' 802.92' REVIEWED BY.' o roLL FREE t -800-227-2600 UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR 6 ® 1020'. 27'34'32' 250.31' 480.91' a A PUBLIC SERVICE BY UNDERGRWND SERVICE mini REOUIRED TO TAKE ALL DUE PRfCAUDON4RY MEATUS TO PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PUN. INSPECTOR DATE i CONSTRUCTION RECORD DATE BY REVISIONS ACC'➢ DATE BASIS OF BEARING SEALS UI[SST Designed By Drawn By Checked By r n Drawing No. a SCALE OtA R. Ra97 ARO ARO GJB RECOMMENDE➢ BYE h 9 DATE: Z '/ �ls CITY ❑F EMECULf-1 DEPARTMENT OF PUBLIC WORKS N THE CENTERLINE OF DIAZ ROAD ON TANGENT t� yN DOT. / EG Y T R, PRINCIPAL ENGINEER r [mtractor SECTION BETWEEN STA 1+23.15 AND STA 17+57,79 Harizontal c u BEING NI8026'210W AS SHOWN IN BOOK OF PARCEL �� " e vp : ACCEPTED BY, 'w DATE, 2'/b•eL PROJECT NO. PW05-06 L�rj msaector MAPS AT PAGE 96 ON FILE WITH THE COUNTY 1 =40 N0. 59602 frB• 1q ZQQb PAVEMENT REHAB PROGRAM - FY2005/06 a RECORDER'S OFFICE. Exp, 12-]I-V a Date VILLIAN G. HUGES Vertical AVON R. ODVIA DIRECTOR OF PUBLIC VDRKS/CRY ENGINEER E / "✓i cm� ��" DIAZ ROAD a NU`aj110 97F E� 59602 12-31-07 3"17 06-30-06 `'r"` Sheet07ov18 u NIA B cnU R,C.E. No. Expires R.CE. Na. Expires, LAYOUT STA 63+50 TO STA 78+23 / CONSTRUCTION NOTES: 3 3 LLI if1 ROADWAY EXCAVATION. 7 ~ \ n 02 PLACE AC. w J N I � 3 03 JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. W I O L7 ® MATCH EXISTING AC. w EG RE E CMP + 3 3 I 3 j� co 3LO 5 REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. � 29, ± 31.0 - © INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. 06 5.0± �, ND ReJ ovE CMP 07 SAWCUi. 29.5 ,(� r ,.� © PROTECT IN PLACE. w G REMOVE CMP B' ± 5 p± REMovE V I[r CJ R _ _ -1A _ _. _ 36.5 .4 ADJUST TO GRADE. -- - - -�- _ -_-- — —3 — — — — 38.0 I. 10 SURVEY MONUMENT. 36 0 I ,w 50. 50.0 � C 3 3 '38.0- -- 11 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (B49BB), PER RCFCD STANDARD M815. 12 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SD-1. L7 501-750.0 0 w 3 13 JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR.14 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. 3 0 rn 3 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. 3 - + 3 W ~ 16 REPLACE AC DIKE 6• CF PER CITY OF TEMECULA STANDARD NO. 214. F17-1 INSTALL CALTRANS 12" CROSSWALK7LIMIT LINE. 18 INSTALL CALTRANS TYPE IV (R) ARROW. C- FI-91 INSTALL CALTRANS TYPE IV (L) ARROW. CROSS SECTION CROSS SECTION ® INSTALL CALTRANS TYPE VII (L) ARROW. STA 1 4+30± + STA 17+84_ 21 INSTALL NUMERAL '45". aiw EP el. k/W RAW EP CL EP RAW 0 INSTALL CALTRANS LEGEND "SIGNAL AHEAD". 23 INSTALL CALTRANS TYPE VI (R)ARROW. F2-41 INSTALL CALTRANS TYPE VI (L)ARROW. I I ow F2-51 INSTALL 12" DIAGONAL, YELLOW PAINT. w MILS OF CMP REMOVAL k NEW AIRS OF CMP REMOVAL k NEW IFOe INSTALL CALTRANS STRIPING DETAIL AS INDICATED. cATCMBASIN 18" DIAB49'L IF © CURVE NUMBER. — 0r- T — — — DO 1010 - _1e CMP 1010 slDEwauc,cuaeacATrreR N 0 #4 @ 12' (DOWEL INTO CATCH BASIN) 1010 ``-- _ 1010 2 DID -94 CIRCULAR TIES (DIAMETER = RCP OD + 6') -- 2 " Tny- ; D L T I I CONCRETE CLASS 560-C-3250 1000 �_ � '�, 1000 _ _ -- — 12• 1.0' 6' NEW RCP AArt 1000 1000I ty t 7m a 8. LRCWA R' CM E ATC ST ¢ 180 1.01 8" 4,, L/2 990 - 990 rREL BBB. o 24" 1.0 6" I MATCH EXIST o' R.EIAIA,D SELAdR 1§1 c 38" 1.5' 8" FL ELEVATION ASS MED2 mBEL wFG 990 990 48" 1.5 10" N L — — — sr1.5' 980 980 1 10^ NO 80' 1.75' 11• EXIST CATCH BASIN 980 980 0 88" 1.75' 11" (PROTECT IN PLACE) DETAIL C -50 -40 -30 -20 -10 0 10 20 30 40 50 1 -50 -40 -30 -20 -10 0 10 20 30 40 50 FOR USE NEXT SIZE LARGER.N REINFORCED CONCRETE CONNECTION a RCP TO EXISTING CATCH BASIN s v D�QAA- 4`0 NO SCALE�IIIIS NOT/CETOTNECOYMUCTOR ".4SBU/LT' E THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON DA1F QL 0 DIAL TWO WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS APPROVAL OF THIS RCE LXT'. o BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-DOSTENC'E OF ANY UNDERGROUND REl1ENED BY o TOLL FREE O SERACE (/(/CITY PIPE OR SIRUCTURE WTHIN THE LIMBS OF THIS PROJECT. THE CONTRACTOR IS 1-8 -2600 't A PUBUC SERVICE BY UNDERCR ND BERNCE ALERT REQUIREDTO TAKE ALL DUE PRECAUTIONARY MUNS TO PROTECT THE UTILITY LINES NOT OF a RECORD OR SHOWN ON THIS PLAN. INSPECTOR DALE o CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SCALE SEAL) QFU{EIS/pM Designed By Drawn By Checked By � _ 4/6 CITY r T I Drawing No. n Cmtrnct^r THE CENTERLINE OF DIA2 ROAD ON TANGENT t� PR. pO 9V ARU ARU G.1B RECOMMENDED BYE DATE: Z CV CIT I ❑r ❑M❑COLA DEPARTMENT OF PUBLIC WORKS N 1 p rf EG UTL R PRINCIPAL ENGINEER r SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontal ^ y BEING NIB'MTlwWAS SHOWN IN BOOK I OFPARCEL BB_ B — P m /� / ACCEPTED BY: DATES 2.'E4•ob PROJECT NO. PW05-06 SDA `'' Inspector MAPS AT PAGE 96 ON FILE WITH THE COUNTY 1 10 Q No. 59602 _/1•,E)nR FE6 14 7�6 L RECORDER'S OFFICE. E%p. 12-71-07 '^ ��r"' Date VILLINI G. HUGHES PAVEMENT REHAB PROGRAM - FY 2005/06 a Vertical AVLIN R. D VIA DIRECTOR OF PUBLIC VORKS/CITY ENGINEER g \tr mpr4a 1 "=10' •f'q,F OTT CAU��a\P R.C.E. No. 5%02 Expires 12-3t-07 R.C.E. Na 36617 Explres� 06-30-06 :®::: DIAL. ROAD ghee1080f 19 u STORM DRAIN CROSS SECTIONS 0 CONSTRUCTION NOTES: X o 01 ROADWAY EXCAVATION. LL L7 3 In w In V) 0 3 02 PLACE AC. w LD v, v to v 3 6.0 03 JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. ® MATCH EXISTING AC. 3 2 - 1. 27.`f� 3 05 REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. * 3 .Ot w © INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. fir' 9• B to I f ' 1 .0 P t D REMOVE P 0 SAWCUT. B — — — _ — .0t © PROTECT IN PLACE. _ -"- — I CM � F9 ADJUST TO GRADE. w ' 1.2 3 _ 0 3 21.3 10 SURVEY MONUMENT. 0, 5�0 S 0. 50.0 v2000 � U' 11 74 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (64896), PER RCFCD STANDARD M815. I 3vf 3 12 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SD-1. L 7 S7=7 w Ly n v v v 3 O / 13 JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. 14 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. M M 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. w 0 3 " 16 REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD NO. 214. w 7 w 3 to 17 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE. ZT] , /I __u J ti rT81 INSTALL CALTRANS TYPE IV (R) ARROW. Fl-91 INSTALL CALTRANS TYPE IV (L) ARROW. CROSS SECTION CROSS SECTION F2_01 INSTALL CALTRANS TYPE VII (L) ARROW. STA 27+75± STA 31 +40± 21 INSTALL NUMERAL "4511. P/W EP CL EP Piw R/W EP rL EP R/W 0 INSTALL CALTRANS LEGEND "SIGNAL AHEAD". F2_31 INSTALL CALTRANS TYPE VI (R) ARROW. 24 INSTALL CALTRANS TYPE VI (L) ARROW. 7S OF CHIP REMOVAL & NEW R LIMITS OF CMP REMOVAL & NEW RC w 25 INSTALL 12" DIAGONAL, YELLOW PAINT. a O CATCH BASIN INSTALL CALTRANS STRIPING DETAIL AS INDICATED. 24'DIA x ATE 2 CMP CURB d GUTTER 24"RCP T n ® CURVE NUMBER. 1 _ S"DIAx70L I I ir3 1010 ___ _____ 1010 1010 _ _ _____ EXI T24" CP EXIS 24"C__ 29.5't n VER12 TE P _--- � 9,57 VERIZ TE PHONEo NTE NE q RID '1 ASS ED 2. 't BELOW FG ( 32. TCHISTn S. ±'L RC WA ER CMLB 3 1000 rRE 1ao3.4 t 1000 1000 r 1000 a 38.0' 31.0' u NV VC 990 t sc GAs 990 990 990 N O C] N 980 980 980 980 -50 -40 -30 -20 -10 0 10 20 30 40 50 1 -50 -40 -30 -20 -10 0 10 20 30 40 50 0 L a 9 O i N W D�� NOT/CETO THECO#VMCTOR "ASBUILT' E W THE EXI57ENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON OA7E a DIAL TWO WORKING RI PLANS III OBTAINED BY A SOMH OF THE AVAILABLE RECORDS APPROVAL OF THIS RCE EXP BEFORE DAYS BEFORE PLAN BY THE CRY OF TEMECULA DOES NOT CON57MIlE A RDNESEWTA71ON AS TO THE o YOU DIG _ You DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND REWI BY o UTILITY PIPE OR 57RUCW WIHI/N THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS TOLL ME1-800-227-2600 a A PUBLIC SERVICE BY UNOERGRDDND SERACE ALERT REOUIRED TO TAKE ALL DUE PR£CAUWNARY MEANS TO PROTECT THE UR!!lY LINES NOT OF i RECORD OR SHOWN ON THIS PLAN. INSPECTOR DATEo � CONSTRUCTION RECORD DATE BY REVISIONS ACC'O DATE BASIS OF BEARING SE41_1 �I[!fT Deslgned By Drown By Checked By TT �/ Drawing No. a SCALE RQ Opp RECOMMENDED BYE 3� DATE. Z P/ C4 Cl OF TEMECULA DEPARTMENT OF PUBLIC WORKS THE CENTERLINE OF DIAZ ROAD ON TANGENT Q`\ ♦N R. OpL/�. ARD ARD GJB EG,9 TL PRINCIPAL ENGINEER i roetractor SECTION BETWEEN STA 1+23.15 AND STA 17+57 79 Horizontal " �c BEING NI8'26'21"W AS SHOWN IN BOOK I OF PARCEL if� E = z vP : ACCEPTED BY, '/�/ — DATE, Z-T6"O6 PROJECT NO. PW05-06 SD=2 1"saector MAPS AT PAGE 96 ON FILE WITH THE COUNTY �10 No. 59602 8, (4 RECORDER'S OFFlCE. Eep. 12-31-07 Date WILLIAM G. HUGHES PAVEMENT REHAB PROGRAM - FY 2005106 a Vertical AVLIN R. D➢VI DIRECTOR OF PUBLIC WORKS/CITY ENGINEER mo-raq.o-a "�iq/ CIVR yam' ...: M'" DIAZ ROAD r�ee# 09of �8 u 1 = 1 FOT (A[�� R.C.E. No. 59602 Expires 12-31-07 R.CE. No. 366V Expires, %-30-06 STORM DRAIN CROSS SECTIONS A 71 A o� K CONSTRUCTION NOTES: 01 ROADWAY EXCAVATION. G i © PLACE AC. w ~ 3 w L7 O LO F3 JOIN EXISTING GUTTER. USE 3MO ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. Q MATCH EXISTING AC. w w F5 REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. L ///Z/il � w Z 1n INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. LD 1. 26.0—�26O SAWCUT. 14.D—� END B. 5,p ENDREM0 C ® PROTECT IN PLACE. 5.0 _ _ — D D S D S D ¢ _ =SI)= SD _ - - - - - - - - - - - - - F9 ADJUST TO GRADE. — — — III1� w v 3 - — u L p, 10 SURVEY MONUMENT. 7 DTd00 3 ,9 1 3 � .7 11 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (04094), PER RCFCD STANDARD M815. � WZ114414Z w S it 12 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SD-1. w 50�y w p M 5 ' N Q v n 3 13 JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. I 7 3 . Ib 14 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. 0 3 3 Fl-51 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. 3 W 3 16 REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD NO. 214. w 3 w 3 L7 I L7 17 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE. 3 -- 18 INSTALL CALTRANS TYPE N (R)ARROW. 19 INSTALL CALTRANS TYPE IV (L)ARROW. CROSS SECTION CROSS SECTION ® INSTALL CALTRANS TYPE VII (L)ARROW. STA 45+86± STA 54+58± 21 INSTALL NUMERAL "45". R/w EP R/w R/w EP EP CL. R/w Q22 INSTALL CALTRANS LEGEND "SIGNAL AHEAD". .o a 23 INSTALL CALTRANS TYPE VI (R)ARROW. F2-41 INSTALL CALTRANS TYPE VI (L)ARROW. IMDS OF CUP REMOVAL & NEW RC I I W F2-51 INSTALL 12" DIAGONAL, YELLOW PAINT. CAUTION:CONCRETE CAP - I of CUP REMouAt & NEW z Q INSTALL CALTRANS STRIPING DETAIL AS INDICATED. cuae a zA• MA K A6 L I I o © 1015 GUTTER (2EACHI — 1015 cAr BASIN z o CURVE NUMBER. --- ,. _ ____ —__-- _ - -- - _ - _ 2 - ' CMP 1015 5 -- - - 1015NIP ---_ -'-- - f- - -- ----- .--- ----- -- - o, -- - - ---- -- - -_YrA SOME 2.75'i ELOA FG D 1005 -_ __ - ___- -_ — 1005 .5' VERIZ N P =- - -' -- - — — — i N M TCH ST f MA EXI 1005 MATEXIST1005 a 31.D * a 995 995 1 0 F ELE 1 .3At 995 995 5 rc N 985 985 A 985 985 0 -50 40 -30 -20 -10 0 10 20 30 40 50 -50 -40 -30 -20 -10 0 10 20 30 40 50 L L a 0 _ 4 9'1 Vol S.'11 26 5.q o -asevrLr DIC74 i IryoncETOOVE Comm cTOR - THE EXISTENCE AND LOCITXTN OF ANY UNDERGROUND UTUTY PIES OR STRUCTURES SHOWN ON 'i I� DA RE c d DIAL &-800-227-2 TWO WORKING THESE PUNS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS v� ' . �j L RCE ER.. 9BEFOREDAYS BEFORE PLAN BY THE C17Y OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE �, REMENED BY: II YOU DIGYOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND TOLL FREE 600 UIKDY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR 5 REQUIRED TO THE ALL DUE PRECAUTONARY MEANS TO PROTECT THE UTILITY OF IY LIVES A PUBIC SERVICE BY UNDERGROUND SERVICE ALE" RECORD RECORD OR SHOWN ON THIS PLAN. INSPECTOR DATE c CONSTRUCTION RECORD DATE BY REVISIONS ACCT ➢ATE BASIS OF BEARING SEALS UI Ltf7 Designed By OrnNn By Checked By /� Drawing No. a SCALE QN /N9 RECOMMENDED BYE �""�•� DATES L d. CITY ❑F TEMECULA DEPARTMENT OF PUBLIC WORKS THE CENTERLINE OF DIAZ ROAD ON TANGENT ``0 \N R. Dp�/`. mu ARD GJB E 'U. R PRINCIPAL ENGINEER Cmtractm SECTION BETWEEN STA 1+23.15 AND STA 17+57.78 Norhontal 1 y c C D_� W BEING NIW26'21•WAS SHOWN IN BOOK I OFPARCEL " z P : PROJECT NO. PW05-06 S IBA B — ACCEPTED HYi DATES 2•N�-w IX m.P.cw MAPS AT PAGE t>BON FILE VMTHTHE COUNTY 1 10 1' 12 7 a Date MS. 14 I7AC(e WILLIAM G. HUGHES a PAVEMENT REHAB PROGRAM - FY 2005/06 a RECORDER'S OFFICE. Vertlmi AVLIN R. DVIA DIRECTOR BF PUBLIC WORKS/CITY ENGINEER 1n=10B " CM` A\pDIAZ ROAD 0 EBF 1. R.C.E. No. 59 Ea res 12-31-07 R.C.E.R.CE. Nu 366V Expires, 06-30-06 Sheet 100F19 i p '.%°A� STORM DRAIN CROSS SECTIONS MWANOM CONSTRUCTION NOTES: 0 ROADWAY EXCAVATION. I 0 PLACE AC. vI? O + I o JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF CUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. ® MATCH EXISTING AC. um i R) At£' Lu REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. , o 0 ' "40' OT TA 1+23.1, DIAZ ROAD = INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. ° s A 306+45,4�3 "N0qft_`C LIFURNI67iR AD 0 C) 0 0 W \ n SAWCUT. (0O n 3 PROTECT IN PLACE. N qj nC ` -- ui ca -� �- - , 2 �= 140' �� 0v0� z`d1Q LA - . ® ADJUST TO GRADE. q) u W - � 4+00 - 19 � 19 �-. 6-�-D. '� 7 00 ' � + 8+00 , fo cn 26'21'W ui 10 SURVEY MONUMENT. rw� cn 1634.64 M - � a0 g4� �� CEO w� 21 ua.�a8 11 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (�), PER RCFCD STANDARD M815. - 7 _ ---- a DI . COA '"'D a o r 12 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SDA. c �' o o STANDARD M803 CONCRETE COLLAR. ` PER RCFCD S 1 � 13 JOIN RCP TO EXISTING CMP, P C 14 rv- JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. l � 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. ` I nNO. 1� REPLACE AC DIKE 6 CF PER CITY OF TEMECULA STANDARD 214. 1, " LINE. 17 INSTALL CALTRANS 12 CROSSWALK/LIMIT 18 INSTALL CALTRANS TYPE IV (R) ARROW. 19 INSTALL CALTRANS TYPE IV (L) ARROW. 20 INSTALL CALTRANS TYPE VII L ARROW. 21 0 INSTALL NUMERAL 114511. C4 law 22 INSTALL CALTRANS LEGEND "SIGNAL AHEAD". __--- scgt6. �y ' © DV vim- am 0)c 23 INSTALL CALTRANS TYPE VI (R) ARROW. �; a o lamQ 0 r � w 24 INSTALL CALTRANS TYPE VI (L) ARROW. _ aA-0 . __ o 25 INSTALL 1211 DIAGONAL, YELLOW PAINT. Lu Q a n ° c o # INSTALL CALTRANS STRIPING DETAIL AS INDICATED. ' 9+°° 10+00 11+00 cn Lu C> NS C 12+00 13+00 - 3 0 CURVE NUMBER. - 70 16 00 � � r c� N18°26121''W 1634,64 DIAZ ROAD aC> to a 3 CM3) Lu E3 rn Qz 0 r/ X d w CD v� o s. a- . st • d jV0 S r ^, p 0 ' BTU/L?''• TICE d d_ `� DATE (- 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 RCE EXP. BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE to YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON--EXISTENCE OF ANY UNDERGROUND REyIEWED BYCD 7-- 600 UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT: THE CONTRACTOR IS -�- TOLL FREE 1800�-22 2 REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT In RECORD OR SHOWN ON THIS PLAN. INSPECTOR DATEcoo 3 CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SEAL, ��F ESSIQ Designed By Drawn By Checked By +o Drawing No. ci. SCALE Q yq JG RECOMMENDED BYE DATE: 7-1� 6 CITY [IF TEMECULA DEPARTMENT OF PUBLIC WORKS 100 0 THE CENTERLINE OF DIAZ ROAD ON TANGENT ��wtit, R. 4�Lrl ARD ARf] ALI ❑G PRINCIPAL ENGINEER U Contractor SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontal W BEING N18°26'21'"W AS SHOWN IN BOOK 1 OF PARCEL ` �� ACCEPTED BYf -�— DATEi 2.1y-cam � �� NO., PW05-06PDA 0 MAPS AT PAGE 96 ON FILE WITH THE COUNTY 1 == 0 w No, 59602 `� � �j, 149zv� WILLIAM G. HUGHES FY 2005I06 0Inspector P4 Ex , 12-31-07 Date __- PAVEMENT REHAB PROGRAM RECORDER'S OFFICE. Vertical * p * AVLIN R. ❑DVIA DIRECTOR OF PUBLIC WORKS/CITY ENGINEER � � � sfq C1V11. �� 06- 0-06 DIAZ ROAD Date eted rE' � R.C.E. No. 36617 Ex Tres 5960Z r�''°�i Ll 1 R,C.E, No, Ex ires 12-��-07 P PAVEMENT DELINEATION TA 1+23 TO STA 'I6+60 sheet �I�I of J � N/A F CA1. P PAVE ca% CONSTRUCTION NOTES: ROADWAY EXCAVATION. 02 PLACE AC. � 1�3 JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. Q ® MATCH EXISTING AC. � 1 OS REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. 1 1 n © INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. _ �� .7� Wv O SAWCUT. CO,. . N o _ Z7� ,1e /� / 1\ 00010 © PROTECT IN PLACE. e m _ 77+00 ADJUST TO GRADE. f -NJ soo• — — — — Cn6o0 �ca� mSoo — N 10 SURVEY MONUMENT. - �--_ : _MAltH ,-. a 24+00 O 23+00 o 1)7A00 LuEXISTING _ a FI-11 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (D3GG4), PER RCFCD STANDARD M815. BrnI�NG 21+00 �22+00 4 90• V 12 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SD-1. — ® pp• _.-. RI 13 JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. ♦ ,� — _ �� DIAZ ROAD o V w c 14 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. (A _ — — o -- �— rn 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. [161 REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD NO. 214. [171 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE. m TI F1-81 INSTALL CALTRANS TYPE IV (R) ARROW. Fl-91 INSTALL CALTRANS TYPE IV (L)ARROW. 20 INSTALL CALTRANS TYPE VII (L) ARROW. [211 INSTALL NUMERAL "45". MI INSTALL CALTRANS LEGEND "SIGNAL AHEAD". I"ftm I D 23 X I r� INSTALL CALTRANS TYPE VI (R) ARROW. 2 ° In I I ,o N (, In ° ^ 24 INSTALL CALTRANS TYPE VI (L) ARROW. �y O x a LL I I I WINES�a a r w 25 INSTALL 12" DIAGONAL, YELLOW PAINT. W D -- z a oP 0� t77 �o O INSTALL CALTRANS STRIPING DETAIL AS INDICATED. O O 1 T n d bl �p C ,"oY Q n� - - — 1 „ ® CURVE NUMBER. M I ° �� ° _ �7 � — �— a _ W W N n WIN O W i° 2 —'— 20+00 7+00 9' CD L J a 25+00 26+00 a —� N4'900'00'W I_ �^ VJ c a � 1100 m s - ° DIAZ ROAD o — — — - _ m cn/\ 0 1 NG ^ C) — — — A`O n' �— a N _ _ _ - - - - - - -- T N WCl Z E O _J 2 W 0 a L 9 D�� j� O Q a l� p NOT/CETO THECDNTRACTOR 'ASBU/LT" E THE DISTENCE AND LOG477ON OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON atl DIAL Two WORKING THESE PLAYS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS APPROVAL OF THIS DATE BEFORE DAYS BEFORE PLAN BY THE CITY OF 7EMECU I DOES NOT CONSTITUTE A REPRESENTATION AS TO THE RCE EXP. o YOU DIG YOU DIG ACCURACY OR COMPIE7ENESS QP 7HE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND RENEWED BY n TOLL FREE 1-800-227-2600 UTILITY PIPE OR STRUCTURE W7M/N THE LIMITS OF THIS PROJECT. THE CONTRICTOR 5 A PUBID SERNCE BY UNDERGRWND SERVICE ALM RECUIRm TO TAKE ALL DUE PRECA1,1710NARY MEANS TO PROTECT ME UTILITY LINES NOT OF a RECORD OR SHOWN ON THIS PLAN INSPECTOR DATE CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SEAL QI ISSL Designed By Drawn By Checked By Drawing No, THE CENTERLINE SCALE ry0. ON ggqNNN T �/ 9 a Ca,Wc a SECTION BETWEENLFSTA�i 20316 ON AND STA TANGENT R. Ha^izontAl s�`Q�N R. Op reply ARD pR0 ,IG RECOMMEN➢E➢ BY; ALI G PRINCIPAL DATEER T -o CITY 0F TEMECULA DEPARTMENT OF PUBLIC WORKS u BEING NI802627•W AS SHOWN IN BOOKI OF PARCEL FE— E _ ACCEPTED BY, - � DATE. 1-IL. .L PROJECT NO. PR05-06 PD-2RECO 0 InFprctm MAPS AT PAGE 116 ON FILE WITH THE COUNN 1 40 NO. 59G02 MAPS AT PAGE9FICE. Exp. 12-31-07 Date PB�. (4 2061(0�� WILLIAM G. HUGIES - O' 1 PAVEMENT REHAB PROGRAM - FY 2005/06 a Vertical "f AVLIN R. D➢VI DIRECTOR OF PUBLIC VORKS/CITY ENGINEER brt raFlna N/A j�/I OTI A�\��a\ R.L.E. No. 59602 Expires 12-31-W R.CE. No. 366V ExpNem 06-30-06 `_ - DIAZ ROAD Sheet 12oF19 rj PAVEMENT DELINEATION STA 16+50 TO STA 32+50 a CONSTRUCTION NOTES: F1 ROADWAY EXCAVATION. 02 PLACE AC. � I I D I I II Flows LL 03 JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. I 0 I I I W MATCH EXISTING AC. Q�0 I O I ,rL J ET] MATCH OS �REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. D I (0 lam I I eO cn .°� © INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. c I ' — — `O— e 2 J a _ SAWCUT. r KS — IW ID �7 W Z n° f aye ® PROTECT IN PLACE. m Ul � I 34+00 = 35+00 +00 „�° 37+00 4Alli U+00 L�7-- •�� W L" 09 ADJUST TO GRADE. N �` 33+00 r a MATCH ® >• 10 SURVEY MONUMENT. + s ET _ N43'001A0'W 952.74 -_� ° ,/0� Ul 0 Ir *17 ° STRIPING ull LO 7400 11 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP D(D4%0), PER RCFCD STANDARD M815. CID a °° ° 1 — — -- -ae — OW TAPERrESANSITNXI _ _ - - _ - - -- - - -- T ° ® Nt DIAZ ROAD Nt 12 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SD-1. m - - - - - — n /..� W m - - - - N 13 JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. N N Z + \ J /X\ 14 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. m J 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. .� m X U Ismail 16 REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD NO. 214. 0 Q N 17 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE. 18 INSTALL CALTRANS TYPE IV (R) ARROW. 19 INSTALL CALTRANS TYPE IV (L) ARROW. 1 20 INSTALL CALTRANS TYPE VII (L) ARROW. 21 INSTALL NUMERAL "451. +lo ^ 22 INSTALL CALTRANS LEGEND "SIGNAL AHEAD". ` + s F2-31 INSTALL CALTRANS TYPE VI (R) ARROW. � a OPINION \ F2-41 INSTALL CALTRANS TYPE VI (L) ARROW. F2-51 INSTALL 12" DIAGONAL, YELLOW PAINT. r_ c a ° X O INSTALL CALTRANS STRIPING DETAIL AS INDICATED. Z _ �— — — 47+00 48+00 + o +00 m _ r Q o 45+00 > d 80 a ® CURVE NUMBER. a UI s 44+00 2206.01' 'A o 01 a ul +00 dQa Z'dl4 N34.21'50'W V+ 0 + N a ° m 41+— 0�� D" ' LNTCH — psimmm; ROAD m Un DIAZ ElasnNG ® _ 0 • STRIPING U) _ C- m _ - - - - - - - - - - - ti 3 N _tl O O O . O m � � r A ° t a I^^ y tl t 2 D �llll�C7AA-- '7PT V �i4a4 BV/LTA NOT/CETO THE CONTRACTOR a TE THE EXLSTENC£ AND LOCA77ON OF ANY UNDERGROUND U77LITY PIPES OR STRUCTURES SHOWN ON DA atl DIAL TWO WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AMIABLE RECORDS APPROVAL OF THIS RCE EV.. o BEFORE DAY BEFORENT PLAN BY THE CRY OF 7EVECULA DOES NOT CONSIRUTE A REPRESENTAB AS TO THE YOU DIG GACCURACY OR COMM-MNESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND RENEWED BY.' c Tou TREE 1-600-227-2600 U77LITY PIPE OR STRUCTURE WI7RN INE LINTS OF INS PROTECT. THE CONBUCTOR IS _ 3 A PUBUC sERVICE BY UNDERGROUND SERJDE ALERT REOUIRED TO TAKE ALL DUE PRECAUUONARY AIFANS TO PR07ECT THE UTbTy LINES NOT OF a RECORD OR SHOWN ON THIS PLAN. INSPECTOR DA/E o CONSTRUCTION RECORD DATE BY REVISIONS ACC•➢ DATE BASIS OF BEARING SEAL �f ILSS1 Designed By Drown By Checked By Drawing No, d SCALE et0. R RNq/ ARO ARO .lG RECOMMENDED BYE DATE. Z-Y - c CITY ❑F TEMECULA DEPARTMENT OF PUBLIC WORKS F THE CENTERLINE OF DIAZ ROAD ON TANGENT ��, VH OpL 1. A 1 MD6H M, PRINCIPAL ENGINEER [maecto- SECTION BETWEEN STA 1+23.15 AND STA 1]+5T.79 Horizont°I y c u BEING N1302621"WAS SHOWN IN BOOK I OF PARCEL °' P `�_ ACCEPTED BYE - DATEr 2-/(.�eL PROJECT NO. PW05-06 PD-3 0 MAPS AT PAGE 98 ON FILE WITH THE COUNTY TIC I No. 59(02 Inspect°, 1 40 bu 8-31-0 >e Date B• 14 Zoolo VILLIM a HUGHES PAVEMENT REHAB PROGRAM - FY 2005106 a RECORDER'S OFFICE. VerticAl Q'^ AVLIN R. D9VIA + — DIRECTOR OF PUBLIC VDRKS/CITY ENGINEER C K4 GsphM N//, • q/( EIY1� (�y� 59602 12-31-07 3660 06-3o-os ' DIAZ ROAD a /'� OT EAU R.C.E. Na. Expires Rb£. Na Expires, �i�,__. Sheet '13 or 19 j PAVEMENT DELINEATION STA 32+50 TO STA 48+50 mommmommmonom 66 CONSTRUCTION NOTES: ROADWAY EXCAVATION. PLACE AC. 1 0 JOIN EXISTING GUTTER. USE 3/8 ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. s0 F3: � r3 ® MATCH EXISTING AC. 1 mono REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. �J Jpn � �0 raj x © INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. �o r3 a° 7 SAWCUT. X �� - ��r � -� � + ` - - - - +0054+00 ' ® PROTECT IN PLACE. 53+00 , - 52+00 M -� 1.+00 ...�...- ® ADJUST TO GRADE. 5 +oo 10 SURVEY MONUMENT. CO +00 - __--�. DIAZ ROAD P7400 + M Op 11 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (�), PER RCFCD STANDARD M815. �?' �� , . _- --- � . ------ 12 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SD-1. � � ,_ — �� -- -Y � � 0 13 JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. -- ---M 14 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. ...� 16 REPLACE AC DIKE 611 CF PER CITY OF TEMECULA STANDARD NO. 214. 17 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE. ' 18 INSTALL CALTRANS TYPE IV (R) ARROW. '19 INSTALL CALTRANS TYPE IV (L) ARROW. 20 INSTALL CALTRANS TYPE VII (L) ARROW. b 21 INSTALL NUMERAL "45". 1 1 � 1 w 22 INSTALL CALTRANS LEGEND "SIGNAL AHEAD". ,,, � 1 1 sc,�f 0 N 23 INSTALL CALTRANS TYPE VI (R) ARROW. MOW171 24 INSTALL CALTRANS TYPE VI L o ( ) ARROW. mono � w 25 INSTALL 121" DIAGONAL YELLOW PAINT. 0 A 3: _ C r-+ # INSTALL CALTRANS STRIPING DETAIL AS INDICATED. o _�- CD Q CURVE NUMBER. ., ao < + 62+00 M -------- 41, A am •p 19 59+Q0 x�. o 58+00 a� 130 7B ,Z "'o � CA _ - 57+00 56+00 50 --- - 27B ` 1, Nw 2206,01 N34 2 cat. OAD DIAZ R <: 0000, �o _ . - �- _ -- c3 mamma I ui 0 Wo I� 4 d s au oAdEllk "AS BVIL 7"' NO TICE TO THE COA fTRA, C TOR :C > THE EXISTENCE 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 BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE RCE EXP. o YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON--EXISTENCE OF ANY UNDERGROUND REVIEWED BY I» UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT THE CONTRACTOR IS TOLL FREE 1---800ERVICE ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF a A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD OR SHOWN ON THIS PLAN. INSPECTOR DA TE In CONSTRUCTI❑N RECORD DATE BY REVISI❑NS ACC'D DATE BASIS OF BEARING SCALE SEALS Designed By Drawn By Checked By Drawing No. 0- r - � - oI+ [IF TEMEC�J� ATHE CENTERLINE OF DIAZ ROAD ON TANGENT �� N R. d l AR❑ ARO JG RECOMMENDED BY, �� CITYDEPARTMENT OF PUBLIC WORKS 4 1 dL � ALI MDGHA PRINCIPAL ENGINEER P.. Contractor SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontal ,`'� ��' y U BEING N18°26`21"W AS SHOWN IN BOOK 1 OF PARCEL .� `�° p PROJECT NO, PW05-06 Ins ector MAPS AT PAGE 96 ON FILE WITH THE COUNTY �� No, 59602 ACCEPTED BY= �-- DATE' 2*�G'SzC• R0 P 1 40 - i Date R• 14 � WILLIAM G, HUGHES � RECORDERS OFFICE. EXp, 12-31-07 - PAVEMENT REHAB PROGRAM - �Y 2005/08 a. Vertical *�� Cj�1�. �� AVL N R. ODVIA DIRECTOR OF PUBLIC WORKS/CITY ENGINEER _ lhte Weted q a�a ::: :. DIAZ ROAD N/A �� CN R,C,E� No, 59602 Expires 12-31-07 R,C,E, No, 36617 Expirest 06-30-06 ra. =' `u rF �` PAVEMENT DELINEATION STA 48+50 TO STA 83+50 sheet 74vf�9 � CONSTRUCTION NOTES. ® ROADWAY EXCAVATION. ® PLACE AC. . JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. MATCH EXISTING AC. 0 REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. ® INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. � I ® SAWCUT. owl w -. --.'- a a �� 0 PROTECT IN PLACE. 2932 r �p ® ADJUST TO GRADE. 7r.um z 18 `moo.SURVEY MONUMENT. rn� 19 � � o 0 cco P SOD �_ � � 11 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (�), PER RCFCD STANDARD M815, '=�. - G, �6�oa % gin3 0�� a> Q N _ Rl 67+00 m © 16V .._ CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SD-1. ``=--.�--_._ �-._, � 70+00-- -- - -- - �o � I� 68+00 - ` � 13 JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. --. -M = "� `" " `�`— N 39 n -� � ---__ ---- N 14 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. � -- �, o —yam`'---- ,2 � 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. a 16 REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD NO. 214. �-�, OAD 17 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE. 18 INSTALL CALTRANS TYPE IV (R)ARROW. 19 INSTALL CALTRANS TYPE IV (L)ARROW. 20 INSTALL CALTRANS TYPE VII (L) ARROW. INSTALL NUMERAL "45". 2Z INSTALL CALTRANS LEGEND "SIGNAL AHEAD". 3: / I I p0 23 INSTALL CALTRANS TYPE VI (R)ARROW. 0 LL INSTALL CALTRANS TYPE VI (L)ARROW. w m � a 25 INSTALL 12" DIAGONAL, YELLOW PAINT. �5`�° ��,� o�°� d # INSTALL CALTRANS Q --- -- -- -- `slTlotyqjno O RANS STRIPING DETAIL AS INDICATED. @32 �� , - + - - co w 25'-� o � CURVE NUMBER. 12 rlu 12 78+00- W �� 160' " 2 +00 5' �.-- �-� -----�--� -- 75+00 C 7 + - —_ a� �� C) +00 N 50' s a2 ( O 9 --- '•"�"� aa5� aj" w r"u 23co p p - . ru 19 �.- Nf1 57'S6"W 955,7 9Q'_� � --- 3a -- -- 7 —" m --- - -� w t-- 5U y -- LO 25' 18 " N 0 gan3 a to ra 12 as 0 0 �o� 3 7 D �o o- c1 n --�. p _., a�a oe --- ---` ? -- - -- ____ ------ ----- -- ___ p0 ON < ML o �C�� U C r-----� POT STA 78+23.39 DIAZ ROAD � n z w0 POT STA 95+36.71� WINCHESTER ROADz F9 = mom d Fri A X C) LL. o. I I I o L CL A(0 S Q O v TICE v 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 d APPROVAL OF THIS BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE DATE ACCURACY DR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND RCE EXP. w 0 UT1L11Y PIPE OR REVIEWED BY; n TRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS o TOLL FREE 1 -8 00-2 2 E ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT 771E UTILITY LINES NOT OF LC SERVICE BY UNDERGROUND SERVICE ALERT RECORD OR SHOWN ON THIS PLAN. INSPECTOR DA IE tn CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS ❑F BEARING SCALE SEAL= �DF ES�LD Designed By Drawn By Checked By � �, N gd�gl ARO ARO �G RECOMMENDED BYl DATEi - CITY ❑F- TEMECULA D PARTMEN Dr wing No.Contractor THE CENTERLINE QF DIAZ ROAD ON TANGENT � R, DEPARTMENT ❑F PUBLIC WORKS SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontal ,�• �� ALI MOGHAD PRINCIPAL ENGINEER BEING N18026'21"W AS SHOWN IN BOOK 1 OF PARCEL IT Inspector MAPS AT PAGE 96 ON FILE WITH THE COUNTY '`� rrmow `� No 59602 ACCEPTED BYE �� PRO�ECT NO. PWOS-0� P �. Lj �.40 �' DATES - off, RECORDERS OFFICE. Exp, 12--il Ul Date FED• WILLIAM G. HUGHES 0 Vertical AV IN R. ❑DVI R DIRECTOR OF PUBLIC WORKS/CITY ENGINEER PAVEMENT' REHAB PROGRAM - FY 2005106 a. w , Date C4eted JJ�j civiv /;Z�ltl n ,/A l�0 59602 p. 12-31-07 R,C,E, No. 36617 " 06-30-06 ray`` 88-'' DIAZ ROAD LML �qF CA1. R,C.E, No, Expires Expires °"'s•, + SheQt 15of r19 U PAVEMI�NT ��NAT�O� STA 6 +50 T� STA 7�+2� • ROADWAY QUANTITIES STORM DRAIN QUANTITIES ADJUST EXISTING UTILITIES TO GRADE DIAZ ROAD DIAZ ROAD DIAZ ROAD . .. ......... U U Z O W �- _ � W W W � ❑ L7 O W W SHEET NO. LOCATION v z U) U <_j U t- w O Z ~W ZU) Q C �- a ❑ 0 ❑ J Q Z Z SHEET NO. LOCATION ❑ Z ❑ � < Z O p ❑ z W O w o u w 4 � B= U _ Z w < < Z a� < o w U CL a_ o SHEET NO. 5 _j v v p ,.., ZZ 0� DC � Z � � U zv Z Z J Z 2 ICY] [TN] w0 00 cv w0 (• � O � wry w w0 (if0 � N M Ww = W ��.. v � ^ > w L-1 1+61.36 -- 5+00.00 466 906 W z Q ❑ W W .._, [EA] [LF] [LF] [LF] [EA] u 0 w O 6 H L-1 5+00.00 10+00.00 488 949 --- U) -- L-1, SD-1 14+30± 1 49 ..1 L-1 10+00.00 - 15+00.00 824 1602 MH VC MH VC MH VC MH VC MH VC L-2, SD-1 17+84f 53 2 L-1 15+00.00 - 20+00.00 823 1600 L-1 13 1 3 L-21 SD--2 27+75± 1 41 1 Lw1 20+00.00 25+00.00 826 1605 L-2 14 2 L-21 SD-2 31+40f 70 70 4 L-1/L-2 25+00.00 - 26+83.00 304 590 L-3 11 2 LY-31 SD-3 45+86± 96 4 L-2 26+83.00 - 30+00.00 584 1136 L-4 1 10 2 L-41 SD-3 54+58± 1 50 1 L-2 30+00.00 - 35+00.00 927 1803 L-5 5 12 2 TOTALS 3 119 260 50 �:•.'� x,. L-2 35+00.00 - 40+00.00 924 1795 SU131"OTALS 6 60 3 9, L-2 40+00.00 - 45+00.00 929 1807 TOTAL MANHOLES = 15 TOTAL VALVECOVER = 63 L-2/L-3 45+00.00 - 50+00.00 910 1769 L-3 50+00.00 - 55+00.00 918 1784 L-3 55+00.00 - 59+81.00 879 1709 L-3 59+81.00 60+00.00 31 61 L-3 60+00.00 - 65+00.00 1349 2623 r L-3 65+00.00 . 70+00.00 1661 3229 SURVEY MONUMENT L-3 70+00.00 - 75+00.00 1658 3223 DIAZ ROAD W- L-1 75+00.00 - 77+86.57 976 1898 N TOTALS 15477 30089 o� z z z z z w uj W W W W Q o a 0 o TRAFFIC SIGNAL LOOP DETECTOR C:) SHEET NO. LOCATION DESCRIPTION < DIAZ ROAD ❑ ,� �, ❑ < < Q < Q w SHEET NO. LOCATION TYPE E LOOP DETECTOR z d z Q Q o CALTRANS STD ES-513 W U) W U) U) o 3 a_ [EA] [EA] [EA] [EA] [EA] [EA] INTERSECTION L-2 17+57.79 BC �/ 1 �,�► G L-1 DIAZ RD / RANCHO CALIFORNIA RD 12 Q L-2 26+15.12 EC 1 ��{ INTERSECTION 1il � "' � L-2 DIAZ RD / RANCHO WY 10 L-2 26+25.95 INTERSECTION - DIAZ RD / RANCHO WY 1 N d INTERSECTION L-3 33+86.15 INTERSECTION - DIAZ RD /VIA DOS PICOS L-5 DIAZ RD / WINCHESTER RD 12 L-3 35+67.86 BC In TOTAL 34 L-3 41+70.77 EC 1 U. L-5 63+76.78 BC 1 0 i L-5 65+81.78 INTERSECTION -- DIAZ RD /AVENIDA ALVARADO 1 `� L-5 68+67.69 EC ✓1 p 0L-5 72+43.90 INTERSECTION - DIAZ RD / RIO NEDO 1. +11 AlOrICE, TOrNAS IS BU�IL)"'fCOA(TRACrORTOTALS �o �; (, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON d DIAL TWO WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS DATE °- APPROVAL OF THIS RCE EXP. `- BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND REVIEWED BY: In UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS TOLL FREE 1-800--227---2600 REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF 3 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT INSPECTOR DATE InRECORD OR SHOWN ON THIS PLAN. CONSTRUCTION RECORD DATE BY REVISIONS ACC`D DATE BASIS OF BEARING SCALE SEAL: ��F�gsray Designed By Drawn By Checked By /� Dr �rving Nv, ql RECOMMENDED BYl ✓ DATEt Z �y CITY ❑F� TEMECULA DEPARTMENT OF PUBLIC WORKS � THE CENTERLINE OF DIAL ROAD ON TANGENT ��c`b��a R. g1jL� 'r AR❑ ARO GJB E TLER, RINCIPAL ENGINEER Contractor SECTION BETWEEN STA 1+23.15AND STA-17+57.79 Horizontal _ BEING N18026'21"WAS SHOWN IN BOOK 1 OF PARCEL No, 59602 "" ACCEPTED BY. - DATES _z •r�.• PROJECT NO. PW05-06 �.' -� Inspector MAPS AT PAGE 96 ON FILE WITH THE COUNTYN/A _ 8 RECORDERS OFFICE. EXp, l 31-01 D a,t e WILLIAM G. HUGHES x PAVEMENT REHAB PROGRAM - FY 2005106 a. Rate eted Vertical *�� C(VIL �� AVLIN R. DV AR DIRECTOR OF PUBLIC WORKS/CITY ENGINEER � �J�' �� , - .:::_--- DIAZ ROAD Shee 16of�19 � No/AQF �l R.C.E. No, 59602 12-31-07 36617 Expires, 06-30-06 ra` s o c Expires R.C.E. No. P SUMMARY OF QUANTITIES - CIVIL M QU [V � r PAVEMENT MARKING QUANTITIES DIAZ ROAD 12" LIMIT LINE TYPE IV ARROW TYPE VI ARROW TYPE VII ARROW NUMERAL LEGEND 12" DIAGONAL AND L / R L / R L "45" "SIGNAL AHEAD" YELLOW CROSSWALKS SHEET NO. LOCATION THERMOPLASTIC THERMOPLASTIC THERMOPLASTIC THERMOPLASTIC THERMOPLASTIC THERMOPLASTIC 2-COAT PAINT [LFI [EACH] [EACH] [EACH] [EACH] [EACHI [EACH] (EACH] [LFI PD-1 01+61.36 - 08+50.00 172 2 2 2 1 1 PDA 08+50.00 - 16+50.00 PD-2 16+50.00 - 24+50.00 1 2 PD-2 24+50.00 - 32+50.00 99 2 1 2 PD-3 32+50.00 -40+50.00 2 3 PD-3 40+60.00 - 48+50.00 3 PD-4 48+50.00 - 55+50.00 PD-4 55+50.00 - 63+50.00 2 PD-5 63+50.00 - 71+50.00 3 2 30 PD-5 71+50.00 - 77+86.57 45 3 2 1 2 2 SUBTOTALS 1 316 18 4 3 6 2 3 5 30 TOTALS 318 22 9 2 3 5 30 PAVEMENT DELINEATION QUANTITIES DIAZ ROAD 0 W n 5 Z 0 ;a K Z F z m 0 Zm 0 F SHEET NO. LOCATION [[LL ,�•, Z M W N w Z R' W Z z z zzz W z j c O J Z -1J J W J J Z J 3 J :3 J W Q ¢Z¢ Q W Q � Q = Q a Q Q W Q a Z ~ 2 W Z W W W 0 W W W O LU Z W a So G� 0 � 0 s00 50 $ 0 THERMOPLASTIC 2-COAT PAINT � 0 [LFI [LFI [LFI [LFI [LFI [LFI [LFI [LFI a PD-1 01+61.36- 08+50.00 280 241 663 433 a U PDA 08+50.00 - 16+50.00 800 800 a PD-2 16+50.00 -24+50.00 90 290 180 66 620 a lY PD-2 24+50.DO - 32+50.00 123 680 183 50 445 49 rI a PD-3 32+50.00 - 40+50.D0 105 102 407 162 50 482 m PD-3 40+50.00 - 48+50.00 380 265 294 473 0 PD-4 48+50.00 - 55+50.00 700 700 r PD-4 55+50.00 - 63+50.00 130 63 210 741 80 411 0 L PD-5 63+50.00 - 71+50.00 90 1079 50 211 422 a a PD-5 71+50.00 - 77+86.57 450 1010 50 150 298 165 s D�� y� �� TOTALS 105 1645 3529 1341 3414 859 4951 49 r L%j`th �Il�lll\\U\\J NOMETO THE CONTRACTOR '.rSB(//Lr d ,. E THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON DALE a DIAL TWO WORKING TNESE PLANS WERE OBTAWED BY A SEARCH OF THE AYAIABLE RECORDS APPROVAL OF THIS RGY EkP BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSAR/TE A REPRESENTAWN AS TO THE o YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND 1 UMRY PIPE OR STRUCTURE WITNW THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REMEMED BY o TOu FREE 1-800EVICE REQUIRED TO TAKE ALL DUE PREC4l/7I0MARY MEANS TO PROTECT THE UTILITY LINES NOT OF A Pueuc SERVICE BY UNDERGROUND SERVICE ALERT ALERT RECORD OR SHOWN ON THIS PUN INSPECTOR DATE i CONSTRUCTION RECORD DATE BY REVISIONS ACCT DATE BASIS OF BEARING SEAL, pIESS/ Designed By Drawn By Checked By Drawing No. o. SCALE `A /W9 RECOMMENDED BY. ATEt 2-14-0g CITY [IF TEMECULA DEPARTMENT OF PUBLIC WORKS THE CENTERLINE OF DIAZ ROAD ON TANGENT �® 1N R. Op / MD AND .X. AL MDGHA PRINCIPAL ENGINEER CmOrcto- SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Nanlzontai �!�" 69��c u BEING NIB-26'21'W AS SHOWN IN BOOK I OF PARCEL c P n , / ,.4� ACCEPTED BY, - DATE2 2. 4G00 PROJECT NO. PW05-06 Q=2 0 i„ S0 AAMSAT PAGE BBON FILE WITH THE COUNTY NIA Eu12-31-07 J AS"1�• � ��^'�' 7 Date F015. 1l 2JO& WILLIAMGHUGHES PAVEMENT REHAB PROGRAM - FY 2005/06 � RECORDERS OFFICE. Vertlml ZIN R. � DIRECTDR Dr PUBLIC VBRKS/CITY ENGINEER si9j CIVIL �° DIAZ ROAD Sheet 17oE19 u N/A EDT CAL1C� R.C.E. No. g9602 Expires IB-31-07 R.C.E. No. 366I7 ExpFes� os-30"� SUMMARY OF QUANTITIES - PAVEMENT DELINEATION NONE I RI FILTER FABRIC FIBER ROLL 1. INFORMATION ON THIS PLAN IS FOR EROSION PREVENTION AND SEDIMENT CONTROL ONLY. THESE NOTES ARE COMPREHENSIVE AND SHOULD BE APPLIED ACCORDING SIDEWALK GRAVEL TO THE SITE-SPECIFIC CONDITIONS FOR EACH INDIVIDUAL PROJECT. THE DISCHARGER IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF A COMBINATION BAG ROADWAY OF EROSION AND SEDIMENT CONTROLS BY OCTOBER 1 ST OF EACH YEAR FOR ALL APPLICABLE SOIL-DISTURBING ACTIVITIES (CLEARING, GRADING, EXCAVATION) AND ON ALL EXPOSED SLOPES THROUGHOUT THE ENTIRE SITE. THE DISCHARGER IS ALSO RESPONSIBLE FOR ANY DISCHARGES FROM SUBCONTRACTORS. 2. STORMWATER RUNOFF SHOULD BE FILTERED PRIOR TO DISCHARGING TO A STORMWATER CONVEYANCE SYSTEM (NATURAL WATERCOURSES, STREETS, FLOW-LINES, CURB -------- CURB & CURB & DRAINAGE INLETS, ETC.). ALL NON-PERMITTED DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORMWATER CONVEYANCE SYSTEM YEAR-ROUND. OPENING ' -r -.�_r__._____________ GUTTER GUTTER 3. DISCHARGER CONTACT INFORMATION: ' SIDEWALK OVERSIDE �(RESPONSIBLE PERSON) (COMPANY) (24-HOUR PHONE NUMBER) r N I SECTION D - D DRAIN - 4. IF SOIL DISTURBANCE MEETS OR EXCEEDS ONE ACRE, THE SITE MUST BE COVERED UNDER THE STATE GENERAL CONSTRUCTION PERMIT, A NOTICE OF INTENT ( 0 ) N.T.S. GRAVEL BAG MUST BE FILED WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB), A WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER SHALL BE PROVIDED TO THE CITY, AND A STORMWATER POLLUITION PREVENTION PLAN (SWPPP) SHALL BE IMPLEMENTED THROUGHOUT THE DURATION OF THE PROJECT AND BE READILY FIBER Ro AVAILABLE ON SITE TO CITY AND STATE INSPECTORS. A SWPPP TEMPLATE CAN BE DOWNLOADED FROM THE CITY'S WEB SITE AT www.ci oftemecula.or�c UNDER NPDES FILTER FA RIC INFORMATION. 5. DURING THE RAINY SEASON (OCTOBER 1 - APRIL 30), THE DISCHARGER SHALL MAKE AVAILABLE, AS NECESSARY, EQUIPMENT AND WORKERS FOR EMERGENCY WORK TO PROTECT THE SITE. ADDITIONAL EROSION AND SEDIMENT CONTROL MATERIALS SHALL BE STOCKPILED AT VARIOUS LOCATIONS THROUGHOUT THE SITE FOR D D STACKED GRAVEL BAGS IMMEDIATE IMPLEMENTATION. --- . — TWO (2) COURSES 6. ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED, RESTORED, REPAIRED, OR MODIFIED REGULARLY THROUGHOUT THE SITE TO PROTECT DOWNGRADE STAGGERED PERMITTRS, ADJACENT PROPERTIES, ENVIRONMENTALLY SENSITIVE AREAS, AND ALL PRIVATE AND PUBLIC STORMWATER CONVEYANCE SYSTEMS. IF ANY EROSION OR SEDIMENT CONTROLS FAIL DURING THE RAINY SEASON, MORE EFFECTIVE ONES WILL BE REQUIRED IN THEIR PLACE. 7. DURING THE RAINY SEASON, CLEARING SHALL BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADING. A COMBINATION OF EROSION AND SEDIMENT CONTROLS SHALL BE IMPLEMENTED IN AREAS THAT HAVE BEEN CLEARED. 8. DURING THE RAINY SEASON, EROSION CONTROL FOR GRADED SLOPES SHALL INCLUDE 100 %VEGETATIVE COVERAGE, WOOD MULCH, STAPLED OR PINNED BLANKETS (STRAW OR COCONUT), PLASTIC SHEETING (10-MIL), POLYPROPYLENE MATS, OR OTHER MEASURE APPROVED BY THE DIRECTOR OF PUBLIC WORKS. FOR SPRAY-ON CONTROLS, ONLY BONDED AND STABILIZED FIBER MATRIX PRODUCTS WITH MINIMUM APPLICATION RATES OF 3500 LB/ACRE AND 10 GAUACRE, RESPECTIVELY, SHALL ' DETAIL . E DETAIL D BE USED FOR GRADES OF 4:1 AND GREATER. JUTE NETTING SHALL NOT BE USED AS A STAND-ALONE EROSION CONTROL. IF HYDROSEEDING IS IMPLEMENTED, THE ' APPLICATION MUST ALLOW SUFFICIENT TIME FOR ADEQUATE SEED GROWTH. INACTIVE GRADED PADS SHALL BE PROTECTED WITH ACRYLIC/LATEX POLYMERS, SOIL FIBER ROLLS AT CURB OPENING G BAGS AT OV DRAIN STABILIZERS, FIBER MATRIX, OR OTHER MEASURE APPROVED BY THE DIRECTOR OF PUBLIC WORKS. 9. SEDIMENT CONTROLS SHALL INCLUDE DESILTING BASINS, GRADE BERMS, FIBER ROLLS, SILT FENCES, GRAVEL-BAG CHEVRONS (3/4" GRAVEL), CHECK DAMS, DRAINAGE N .T.S. N .T.S. INLET PROTECTION, ETC. 10.ALL ON-SITE AND OFF-SITE FLOW-LINES (V-DITCHES, BROW-DITCHES, TERRACE DRAINS, RIBBON GUTTERS, CURB GUTTERS, ETC.) AND DRAINAGE INLETS SHALL BE FREE OF SEDIMENT, CONSTRUCTION MATERIALS, CONSTRUCTION WASTE, MISCELLANEOUS DEBRIS, AND DETERIORATED EROSION AND SEDIMENT CONTROLS AT ALL TIMES. 11.CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WATER-TIGHT BINS. WIRE MESH TRASH RECEPTACLES WILL NOT BE ALLOWED. WASH-OUT STATIONS SHALL BE PROVIDED FOR CONCRETE, PAINTS, AND STUCCO AND SHALL BE LINED WITH PLASTIC AND LOCATED AWAY FROM STREETS, SIDEWALK . PRIOR TO ANY FORECASTED RAIN BINS AND WASH-OUTS SHALL BE COVERED WITH A LID OR PLASTIC TARP PREVENTING ,� SPILLWAY OPENING Two COURSES RIGHT-OF-WAYS, AND DRAINAGE INLETES , ��?- ONE (1) BAG WIDE STAGGERED ANY OVERFLOW INTO THE DRAINAGE SYSTEM. � YEAR-ROUND TO PREVENT TRACK OUT ONTO STREETS. FOR O� SINGLE COURSE 12.CONSTRUCTION ACCESSES SHALL BE STABILIZED WITH A COMBINATION OF GRAVEL AND SHAKER PLATES RESIDENTIAL DEVELOPMENTS WITH STREET GRADES EXCEEDING 2 %, INDIVIDUAL DRIVEWAYS SHALL ALSO BE PROTECTED WITH GRAVEL TO PREVENT TRACK-OUT J�O ONTO INTERIOR STREETS. GRAVEL SHALL ALSO BE PLACED ON DRIVEWAYS THAT ARE USED TO ACCESS INDIVIDUAL LOTS. ROUTINE STREET SWEEPING SHALL BE QIZ- ----_ _____ PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPERS BECOME INEFFECTIVE. STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS. HOWEVER, DRAINAGE INLETS SHALL BE PROTECTED EP SECTION G - G CONTROLLEDN.T.S. � TO FILTER THE WASHWATER. o It 13.SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS, CHEVRONS, SILT FENCES, DESILTING BASINS, STREETS, ON-SITE AND OFF-SITE FLOW LINES, DOWNGRADIENT DRAINAGE INLETS AFFECTED BY A DISCHARGE FROM THE SITE, AND OTHER PRIVATE AND PUBLIC STORMWATER CONVEYANCE SYSTEMS PRIOR TO (u AND AFTER EACH STORM EVENT. FOR RESIDENTIAL DEVELOPMENTS, SILT FENCE SHALL BE INSTALLED ALONG INTERIOR STREETS AND COMBINED WITH GRAVEL-BAG Rlw DIKE OPENING �?� CD INSIDE THE SIDEWALK RIGHT-OF-WAY WHERE APPLICABLE. FIBER ROLL BARRIER 0 OR SILT-FENCE-CHEVRONSo� 14.DESILTING BASINS SHALL BE CONSTRUCTED AT THE START OF ALL GRADING OPERATIONS AND SIZED ACCORDING TO THE STATE GENERAL CONSTRUCTION PERMIT STAKE AND OVERLAP 6" CF AC DIKE (3600 CUBIC FEET OF STORAGE PER ACRE DRAINED), EVEN IF THE SITE DOES NOT REQUIRE COVERAGE UNDER THIS PERMIT. WATER SHALL BE FILTERED AND DRAINED 49 02 FROM THE BASINS BETWEEN STORM EVENTS. Q� 15.STORMWATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWNDRAINS INSTALLED. TEMPORARY EROSION AND SEDIMENT Co 0 NTROLS ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. FIBER ROLLS SHALL BE INSTALLED IN CO In VERTICALLY ON THE FACE OF SLOPE FOR GRADES OF 3:1 AND GREATER IN COMBINATION WITH FIBER MATRIX PRODUCTS OR 3 INCREMENTS OF 10 FEET MEASURED BLANKETS. SILT FENCE ,BHAL �- L BE INSTALLED AT THE TOE OF ALL EXPOSED SLOPES TOR MORE IN HEIGHT. -- O 16.MATERIAL STORAGE AREAS. SHALL BE ESTABLISHED. FUEL TANKS, PORTABLE TIOLETS, LIQUIDS, GELS, AND POWDERS SHALL BE STORED AWAY FROM STREETSklo , �► SIDEWALK RIGHT-OF-WAYS, AND DRAINAGE INLETS AND SHALL HAVE SECONDARY CONTAINMENT. STOCKPILES OF SOIL SHALL BE PROTECTED PRIOR TO A 0 FORECASTED RAIN. CR��K X HALL HAVE PLASTIC UNDER-LINERS TO CONTAIN SPILLAGE. GRAVEL BAGS SHALL ALSO BE PLACED ON THE DOWN-HILL SIDE OF THE LINERS TO GRAVEL BAG 17.ALL PORTABLE MIXERS S CONTAIN DISCHARGES. BARRIER 18.THE DISCHARGER SHALL PROPERLY POST AND SECURE SITE AREAS WHERE IMPOUNDED WATER, DUE TO EROSION AND SEDIMENT CONTROL DEVICES OR ANYTHING Cl ELSE, CREATES A HAZARDOUS CONDITION TO THE PUBLIC. HOWEVER, EMERGENCY ACCESSES SHALL BE MAINTAINED AT ALL TIMES. Q 19.NO OBSTRUCTIONS, OTHER THAN SEDIMENT CONTROLS, SHALL BE ALLOWED AT ANY EXISTING PUBLIC, OR PRIVATE, STORMWATER CONVEYANCE SYSTEM, UNLESSDwt� TAIL F DETAIL G ADEQUATE TEMPORARY OR PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED BY THE DIRECTOR OF PUBLIC WORKS TO CARRY SURFACE WATER TO THE N d NEAREST PRACTICAL STORMDRAIN OR NATURAL WATER COURSE. A E MEASURES INCLUDE: TEMPORARYINLET GRAVEL BACK BARRIER FOR DIKE OPENING20.FILL AREAS SH ALL HAVE ERASION AND SEDIMENT CONTROLS IMPLEMENTED WHILE BEING BROUGHT UP TO GRADE. THES B R R LL AWT CF E o DOWNDRAINS PIPES OR PAVED DITCHES WITH PROTECTED OUTFALLS); EARTH BERMS AT THE TOP OF SLOPES; VEGETATION; MULCH; FIBER MATRIX PRODUCTS; o N .T.N .T.S. r R BLANKETS, PONDING AREAS; CHECK DAMS; FIBER ROLLS, GRAVEL BAGS AROUND DRAINAGE INLETS, AND APPROPRIATE GRADING TO DIRECT DRAINAGE FROM THE EDGE OF THE TOP OF SLOPES. F 21.SLOPE PROTECTION MUST BE IN PLACE DURING THE RAINY SEASON PRIOR TO THE ISSUANCE0 A CERTIFICATE OF OCCUPANCY TO PREVENT EROSION. �" o- 22.THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES TO THIS PLAN. THE DEPARTMENT'S APPROVAL OF THIS PLAN DOES NOT RELIEVE THE DISCHARGER FOR CORRECTIONS OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. fie u SPECIAL NOTE: ALL STAGING AND STORAGE SITES SHALL EMPLOY SECONDARY CONTAINMENT. 0 AIOTICiF rO TlIff CONTRACrOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON DA TE 0- DIAL Two WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS APPROVAL OF THIS RICE 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 UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT THE CONTRACTOR IS TOLL FREE 1--800EEVICT--2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF LO RECORD OR SHOWN ON THIS PLAN. INSPECTOR pA o SEALS Designed By Drawn By Checked By Drawing No, CL CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SCALE g�OE�S$IDNq 9 RECOMMENDED BYi _ �G - DATEi CITY [IF TEMECULA DEPARTMENT OF PUBLIC WORKS � THE CENTERLINE OF DIAZ ROAD ON TANGENT ��ti� R. Q1�Lrl f� ARO ARD AL ALD LICITR ASSOCIATE ENGINEER U Contractor SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontal , y c ► W BEING N18°26'21"WAS SHOWN IN BOOK 1 OF PARCEL ACCEPTED $Y= -- -� DATES �•d� PROJECT NO. PW05-06 MAPS AT PAGE 96 ON FILE WITH THE COUNTY N/A No, 59602 t e ��. ZVO(O WILLIAM G. HUGHES - FY 2005106 0 Inspector Exp, 12-31-07 � Da p PAVEMENT REHAB PROGRAM CL RECORDER'S OFFICE. Vertical * AVLIN R. ❑DVIA � DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DIAZ FtC)AD Date Canpleted oily 1�� 59602 12-31-07 36617 06-30--06 �A Q R.C.E. 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T-r .Lll--.t.#;=_l _ .� mW.Aft )r# I ", _� I - I --;�� 1, .1 � Jec 49NT"Cra - 1'11�� I - , jff ......., "��,__ �, : �T,.% .% + r... 1�� , , ,-".,: �, ---�----L---'-�� , , �0_ �,,'_ I L � � ,-; ,z�r� z.;_.�-L- -,_.;.�.-- ;;�.��:� I � � " - ��._" .--�� ,.��( _��Q_ 'L.' i Z,�%_.. i" ' ' , AaMcAr/-t/ ,-1, :I _____ � -m� - I ?� �', ..6-.-..'-.- � -- - 4,,, ': . _.�',_ " 1 " ,.. � ��, --I't-r,� — -l","",_ � '__ 11, --—� " �, --...,.� It - , fl-""% � I --�7--,_ � .,. ll� - _ I ,7 ` , .. .,--.-.., � j 1 �� l,, I ......I , .�'.__ _""l ) Cj,W,_.", r, ,�) __ __".." �,"'-,""_l..---�,�,-,, 11 " -.1 ,-,� I - D I' 1)� , 7_'77�,-�--�--—--___�------�-;'--�-'�--�--— 1�11 , rl '_3 ,%--,-' 1, --- -L,. _1% "..__ �'.,. � "�_ 6.71 WINCHESTER 11 1� "I ! 1.I - ",-, �____, _." I `__ PO STA 95+ 1 ,. k � , "., �"_, I 1� I_ ANVAVVVV'�� AAMOVVN�� """', _'/ ,1. I 3 �""-","-,%,--,�".".-,�.-�"--,-,,--,---, -'.., �7'-�� __........ � _ ,�,,A . 11 1'71� � DA TE THE EXIS7ENCE AND LOCATION OF ANY UNDERGROUND U17LITY PIPES OR STRUCTURES SHOWN ON _, VMZ KbAD ",-,-",-".--"",.".�-"%..-�.�--",."� - �. t�,�,,��\ I, �) .. �! �,��J,�,' - , , 1. 1� �1,1�_, ��,� �;! , THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS APPROVAL OF THIS � vC � 1, ,,� RCE -� EXP. DIAL TWO WORKING �,� � , � ; k� " 110M, PRESENTATION AS TO THE \ � !� �, 1 � i�--- 'r BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A RE 1�77 1 �,' i I ��l'i REWEWD BY. YOU DIG YOU DIG ACCURACY OR COMPLE7ENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND � 11 � d�1� 117) � i ; I TOLL FREE -800-227-26 0 UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT THE CONTPv4CTOR IS . A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECr 7HE UTIL17Y LINES NOT OF INSPECTOR DA TE __ RECORD OR SHO WN ON IHIS PLAN �..___.. . .. . . . .. .- . . . ... ... _ . CO DATE BY REVISIONS ACUD DATE BASIS OF BEARING _ SCALE SEAL: Designed By RECOMMENDED BY: DAM Drawing No, ... . . . .. . .. .- ____ . . I . . Horizontal, Ptans PrepQ.red Under Supervision Of PW05-06 Inspector . . low = 80' ACCEPTED BY: DATEi; PROJECT NO, PWOS-06 CCO-3 " "t'' . Date PAVEMENT REHAB PROGRAM - FY 2006106 07/0612006 1 "" I I � , �� I � _,____ "",% \ ,-t- \ ,�j. , �_�� 'I �_ , " , � � I , , , L l___l I , � L I I ,- 11;7-- � I , ` ;__,l`T�,i __llll!___ , _,_L' ', j2�a_iy_44::� i ;, , I ]1`1 _ - I � J�4'�",_,/,�, I - , - � I - I , - - , , %_ "' - -, 11 0 " , ,; I - -� - -, I �, .;-T;-��4� � �,,, �, I .� �,,,� i� , 4v:� _",I " " 11 , L"r-I I L _�,_ ,, ""' _____t:____l�,____,�_ � I - I i I IN I VerticoLl . DIAZ ROAD ... . Date WeW .. . .... N/A R.C,E. No. Expires - R.C,E. No. Explresl LAYOUT - CONTRACT CHANGE ORDER NO. 3 Sheet 01 of 02 ... I 11,111, 111-0 iiiiiiiiiiii .� 1- 111111111 I .. . I - .- ...-..- �illillillill�illillilillill ..... . .... CCO NO. 3 - ROADWAY QUANTITIES DIAZ ROAD � W J W W ClqmW 4top WW W W UO) Q a W W W 1 �� W rl� U) W � z � W � Z Z Z \ � ZU LOCATION � }, � AREA LL zU �.— � O O O � Z � y„ O 9 [INFO ONLY] � Q Q N J J J } Q.� � � J O -i w w > a. W 00 o W � z �x W g � �' � a � ao ° a a ° � (V co ;- (V .. CV � W C� U .� <C BEG STA - END STA [SF] ICY] [SF] [TN] [TN] [TN] [TN] [SF] [SF] AT N] [TN] 01+61 .36 - 09+48.14 ✓ 28297 170 345 ?h?;rV28400-- 28400 05+16.00 - 19+00.00 ,/ 43711 1070 16+13.24 - 45+86.61 ✓ 45591 2�O 19+00.00 - 25+70.00 ✓ 8710 475 8710 525 215 55 105 6-1(0 19+00.00 - 77+86.57 ✓ 207931 1275 2545 torjj��208600 208600 26+00.00 - 26+50.00 ✓ 1250 70 1250 75 30 10 15 125� 26+95.00 - 60+70.00 ✓ 43875 2420 43875 2645 1075 270 540 36+40.00 - 42+00.00 ,/ 3360 185 3360 205 80 20 40 68+80.00 - 73+00.00 ✓ 12600 700 12600 760 310 75 160 &0 0 77+86.57 - 78+70.00 ✓ 4922 270 4922 300 120 30 60 4-eq T71 TOTALS 400247 4120 74717 4510 1830 1905 3840- -237000 237000 280 1070 Aoq0 Gf A 5' .ZAb,00 0 CCO NO. 3 ,, ADDITIONAL QUANTITIES oG�a CONTRACT BID ITEM DESCRIPTION UNIT QUANTITY 7 ADJUST EXISTING MANHOLE TO GRADE [EA] 11 9 SURVEY MONUMENT [EA] 1 10 TRAFFIC SIGNAL LOOP DETECTOR [EA] 6 17 12" LIMIT LINE AND CROSSWALKS - THERMOPLASTIC [LF] 40 18 LEGEND, SIGNAL AHEAD - THERMOPLASTIC [EA] 1 19 NUMERAL, 45 - THERMOPLASTIC [EA] 2 20 TYPE IV ARROW L/R - THERMOPLASTIC [EA] 2 21 TYPE VI ARROW UR - THERMOPLASTIC [EAR 3 23 DETAIL 12 LANE LINE - PAINT [LF] 1385 25 DETAIL 27B RIGHT EDGELINE - PAINT [LF] 2897 28 DETAIL 37B LANE DROP - THERMOPLASTIC [LF] 100 30 DETAIL 40 LANE LINE EXTENSION - PAINT [LF] 35 P NVT1CrT0T#ECi7AVT"CTVR �:9►s��r�r� D _ THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UALIIY PIPES OR STRUCTURES SHOWN ON DAZE DIAL TWO WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS RCf EXP. BEFORE DAYS BEFORE PLAN BY THE CITY OF T£M£CU1A DOES NOT CONSTITUTE A REPRESENTATION AS TO THE YOU DIG YOU DIG ACCURACY OR COMPL£IENfSS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND RENEWED BY: TOLL FREE 1 -800-227-2600 UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REQUIRED TO TARE ALL DUE PRECAUTIONARY MEANS TO PROTECT ME UTfU1Y LINES N01' OF RECORD OR SHOWN ON THIS P/sW. INSPECTOR DATE CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SCALE SEALS Designed By Drawn By Checked By Drawing No. RECOMMENDED BYE DATE, Contractor Horizontul PW05-�� Plans Prepared Under Supervision Of PROJECT NO. PW05-06 Inspector NSA Date F:ACCEPTED BYE DATESCCO-3 PAVEMENT REHAB PROGRAM - FY 2005/06 07/06/2006 Vertical mu cooet*e DIAZ ROAD Sheet 02 of02 NIA R,C,E, No, Expires R.C.E. No, Exp(rest QUANTITIES - CONTRACT CHANGE ORDER NO. 3 1 �, ., - ,,,.. .. ....r.. -._. .., r .. ._.._ -..,,,.n,�..v-..--..� .... ,,. _ - .,r— :...r•^,. r __. _.. _ _ —'vf'__. _ rr"r' J' g. '.R'..,. - . - .. _. ..�, ,,,w.. .ram. _ _,..'— T ..,... ram',.... _ .. rMr... .- .`+�-Y•' : ..'!'w'.�'. .✓ "'!�. ^:q•. :t's. "•' . ., 4 •. '. ..: :, � .. f JF .a. ` ., � �^�-S .r^-a�',1JP""e�l"sSk" - .«.`' yr q� �...ta.^^..t'lr � � RRR555 t . Y a <fG , ti 1 MCA wo r I L NwOOTED' ITEMS OF WORK } ITEM NO. DE71 RIP7 k . 1. A NO-FEE CONSTRUCTION PERMIT IS REQUIRED FOR THE PRIME CONTRACTOR PERFORMING THE WORK SHOWN ON THESE PLANS. THE PERMIT CAN BE OBTAINED AT THE CITY OF TEMECULA PUBLIC WORKS DEPARTMENT, P LIC WO T 1 MOBILIZATION DEMOBILIZATION Ls i 43200 BUSINESS PARK DRIVE, TEMECULA, CALIFORNIA. RK A R m 2 ENGINEERING/CONSTRUCTION SURVEYIN(3 1 LS 2. THE CONTRACTOR SHALL GIVE THE CITY INSPECTOR OR PROJECT MANAGER AT LEAST 48 HOURS NOTICE PRIOR 3 TRAFFIC CONTROL. 1 Ls TO COMMENCING WORK. ANY WORK GONE WITHOUT PROPER INSPECTION WILL BE SUBJECT TO REJECTION. C1()NS000NTRUTANF FOR INSPECTION, CALL 951-6 11. 4 EROSION&SEDIMENT 1 Ls 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLICP s ROADWAY EXCAVATION' 15477 cY WORKS CONSTRUCTION "THE GREENBOOW, CALTRANS STANDARD SPECIFICATIONS AND PLAINS, THE CITY OF0JCNO6 a ASPHALT L CONCRETE 39Q89 TN TEMECULA STANDARD DRAWINGS, AND THE PROJECT SPECIFICATIONS. , s 4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY INCONSISTENCIES BETWEEN THESE PLANS AND FIELDM 0 PALFYADJUST Exls-nNG MANHOLE To GRADE 15 , ®III I TO CONSTRUCTI ON. "u" AV T Mr 13 8 - ADJUST EXISTING VALVE COVER TO GRADE 63 EA CONDITIONS OR CON 2005/06 5. TIME ENGINEER SHALL BE NOTIFIED OF CHANGES OR ADDITIONS THAT ARE TO BE MADE PRIOR TO INSTALLATION. - oil 9 SURVEY MONUMENT 10 EA NO DEVIATION FROM THESE PLANS IS PERMITTED WITHOUT APPROVAL OF THE ENGINEER. EF FA A- 6» IMPORTANT NOTICE: SECTION 4216/4217 OF THE GOVERNMENT,BODE REQUIRES THAT A DIG ALERT 1 v TRAFFIC SIGNAL LOOP DETECTOR 34 EA IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXbAVATE" WILL BE VALID FOR YOUR DIG ALERT I.D. 11 I REINFORCED CONCRETE PIPE 119 NUMBER, CALL UNDERGROUND SERVICE ALERT AT 1-�800 422�4133 THREE WORKING DAYS BEFORE YOU DIG. `" ` �"` � 12 24"REINFORCED CONCRETE PIPE 260 LF 7. THE CONTRACTOR SMALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES. FOR r LOCATION OF UNDERGROUND UTILITIES, OR FOR EMERGENCY ASSISTANCE CALL: 13 3 REINFORCED CONCRETE PIPE 5o LF P EASTERN MUNICIPAL WAFER DISTRICT 951-928-3777 SOUTHERN CALIFORNIA GAS CO 909-�335-�7730 14 REINFORCED CONCRETE CONNECTION 3 EA RANCHO CALIFORNIA WATER DISTRICT 951-29"900 VERIZON 951-929-9436 N, s' 15 REINFORCED CONCRETE COLLAR 13 EA SOUTHERN CALIFORNIA EDISON 951-92334 16 1r DIAGONAL,YELLOW-PAINT 34 LF � 8. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND FACILITIES AS SHOWN ON THESE PLANS WAS OBTAINED � BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING 17 1r LIMIT LINE AND CROSSWALKS-THERMCPLASTrc 316 LF FACILITIES, EXCEPT AS SHOWN. TIME CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 18 LEGEND,slClrw►L AHEAD-THERMOPLASTIC 5 ► w. PROTECT ALL SUBSTRUCTURES WHETHER OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SMALL MADE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF 19 NUMERAL,45-THERMOPLASTIC 3 EA CONSTRUCTION TO PERMIT REVISIONS TO THESE PLANS WHEN NECESSARY. THE EXPENSE OF REPAIR 0R 20 TYPE IV ARROWS UR-THERMOPLASTIC 22 - EA REPLACEMENT OF SAID SUBSTRUCTURES SHALL BE BORNE BY THE CONTRACTOR. 21 TYPE vI ARROW LIB-THERMOPLASTIC EA 9. ALL UNDERGROUND UTILITIES TO BE CONSTRUCTED WITHIN THE STREET RIGHT-OF-WAY SHALL BE INSTALLED, s k CONNECTED, AND TESTED PRIOR TO CONSTRUCTION OF ANY CONCRETE CURBS, CROSS GUTTERS, OR ASPHALT 22 TYPE VII ARROW uR-THERMOPLASTIC 2 EA CONCRETE PAVEMENT. °` 23 DETAIL 12 LANE LINE-PAINT 35" LF °r10.ALL TRENCHES SMALL BE COMPLETED IN ACCORDANCE WITH CITY OF TEMECULA STANDARD DRAWINGS 24 DETAIL 22 CENTERLINE-PAINT 1341 LF NUMBERS 407 AND 407Ar ., ter t g 7! t 7 •t pp j q 25 DETAIL 27 RIGHT a 4 .,, " ,$:+. i., ,. a.N. . pa,.x• n, , !,„. L B GH EDGELINE-PAINT 3414 LF ea ,t�'frtn 1. d •a•% '.. , , r.. .2 u; .S= kr:"!ri,.. kr 11 c't ! s y Ira :I.11 e.l.at a .+., Jl.. .y. 1,. ,1 v,.,•i.. f ;r 1.THE STREET STRUCTURAL SECTION S WAS DESIGNED IN ACCORDANCE WITH THE PROJECT SOILS REPORT. �.,�:� 9rr+ r , t ssl3h ', d jl Id a Fk^F�!�}4r er- h i IC I ff YM1 t y 1 0 M C P f q I lills} r, • S� Q ' IA.h:�,4yr'� ! Iv.y. � x'l 203 DETAIL PRIOR TO PREPARING THE SUBGRADE TO RECEIVE BASE MATERIALS, THE CONTRACTOR SHALL PROVIDE THE ,, E L 29 MEDIAN ISLAND-PAINT e8� LF j yy , 1i i n s•1 1 1 I. 4 ; k 4' 1 .tar! I d ° :y Ids ENGINEER THE OPPORTUNITY TO EVALUATE THE SUBGRADE MATERIAL AND REVISE THE STRUCTURAL SECTIONS 27 DETAIL 32 TWO-WAY LEFT TURN LANE-PAINT 4951 LF IF NECESSARY. - 28 DETAIL 37B LANE DROP-THERMOPLASTIC 105 LF 12.ALL PROPERTY CORNERS SMALL BE UNDISTURBED BY THE CONSTRUCTION OF THE IMPROVEMENTS OR THEY _ SHALL BE RESET AT THE CONTRACTOR'S EXPENSE. 29 DETAIL 38 CHANNELIZING LINE-THERMOPLASTIC, 1645 LF 13.ALL SLOPES SHALL BE ROUNDED INTO EXISTING TERRAIN TO PRODUCE A CONTOURED TRANSITION FROM CUT ''{ '''�"" .' , ' '�` 3CI DETAIL 40 LANE LINE EXTENSION-PAINT :� ,; 49 L.F I OR FILL TO TIME NATURAL GROUND ABUTTING THE SLOPE. 14.THE FACES OF CUT AND/OR FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO PREVENT EROSION. '15.ALL SLOPES STEEPER THAN 4:1 HORIZONTAL TO VERTICAL SHALL BE HYDRO-SEEDED WITH AN EROSION CONTROL MIXTURE SUBJECT TO THE APPROVAL OF THE ENGINEER(UNLESS SUPERCEDEI� BY AN APPROVER► INDEX OF SHEETS , EROSION CONTROL, LANDSCAPING, OR MITIGATION PLAN). PRIOR TO INSTALLATION,ALL CUT SLOPES SHALL BE SHEET DWG. NO. DESCRIPTION SCARIFIED OR RIPPED HORIZONTALLY TO A DEPTH OF THREE TO SIX INCHES. 1 of 19 T-1 TITLE SHEET i 16.THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SI"I'E 2 of 19 X-1 TYPICAL CROSS SECTION �. To Riverside .. CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS 3 of 19 L 1 LAYOUT STA 1-�23 TO STA 16+�5(, KIN To Hems ) 4 of 19 L-2 LAYOUT STA 16+50 TO 9'rA 32+5'� .� AND PROPERTY. THIS REQUIREMENT SMALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING To Corona 5 of 19 L-3 LAYOUT STA 32+50 TO VA 48+517 HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, ITS OFFICERS, OFFICIALS, '; 6 of 19 L-4 LAYOUT STA 48+50 TO ;3TA 63+fA EMPLOYEES, AGENTS, VOLUNTEERS AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ,j 7 of 19 L-5 LAYOUT STA 63+50 TO STA 78+24 ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY 8 of 19 SD-1 STORM DRAIN CROSS SECTIONS ' 9 of 19 SD-2 STORM DRAIN CROSS SECTIONS u ARISING FROM THE SOLE NEGLIGENCE OF THE CITY OR THE ENGINEER. r _. ' 10 of 19 SD--3 STORM DRAIN CROSS SE ."no, , T 17.A SET OF "AS BUILT" DRAWINGS MUST BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER PRIOR TO 11 of 19 PD-1 PAVEMENT DELINEAT14f' ST +' , ��'3 O STA 16+60 N PAVEMENT DELINEATION TO STA 32+� CD , ACCEPTANCE OF THE IMPROVEMENTS. 12 of 19 P D 2 r ' 13 of 19 PCB-3 PAVEMENT DELINEATI�]N S 'A° 0 TO STA 48+50 14 of 19 PD-4,- PAVEMENT DELINEATION STA TO :aTi'X 63+50 < 15 of 19 PD-5 PAVEMENT DELINEATION:ATA 3' TO ST,�78+23 ° 16 of 19 Q-1 SUMMARY OF QUANTITIES CIVIL ' 17 of 19 Q-2 SUMMARY OF QUANTITIES -,PAVEMENT DELINEATION t '! � DETAILS 1 t 18 of 19 ESC�-1 EROSION & SEDIMENT CONTROL CONSTRUCTION PROJECT SITE 19 of 19 ESC-2 EROSION & SEDIMENT CONTROL LAYOUT i rc I LEGEND G GAS (SOCALGAS) �Y�°i,��" re r ��h,fa ROADWAY EX(3AVAnom & PLACE AC (`14") 'yq'1�5t1Sr �jP'ji3F'1� 4. CIO E ELECTRICAL (SCE) , ROADWAY EXCAVATION & PUZE AG (15..� r, �- SEWER (EMWD) To San Dlogo S 3-t r SD - STORM (CITY, COUNTY) RMiIAAIfMAltiJ111�'!'kBKJ 'gtrd.l�tattW::a"aYbtt4Std::k".',Sc�,"J'.'AIS@n.' 'i'Cc�l'.'.'�'�4i1 �'_ s. p T TELEPHONE (GTE/VERIXON) -NOTICAF TOrllff COAfrPUCrOR w " I ---- w WATER (EMWD, RCWD) THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON �""` � DA DIAL TWO WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS _VI ® 1 RCE _,� EXP. - -= � . : lljD 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-EXISTENCE OF ANY UNDERGROUND NOT TO SCALE iEWEWEG BY. l` TALL FREE _aCa-�227wZ600 UTILITY PIPE OR STRUCTURE IIIII THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS S A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN. INSPECTQI�' y r1A1r REVISIONS ACC'D 7 F BRING SEAL, Designed By Drawn By Checked By 4 F,. h » r�a�w'ng No. p CONSTRUCTION RECORD DATE BY DATE BASIS D BE SCALE Q�°F�SSI4yq .y ��:. � ¢ I •. b R. l ARO ARID GAB RECOMMENDED AY1 1 PATE+ � 0 CITY [J FT T E M E C U L_A DEPARTMENT OF PUBLIC WOR�:.� µ �; � THE CENTERLINE OF DIAZ ROAD ON TANGENT ��, t� L]dL EG L TI R, PR CIPAL ENGINEER E - Contractor SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontal �� ' y �• - nr=T -� BEING N18°2f'21'"WAS SHOWN IN BOOK 1 OF PARCEL Q '"� ' `~ ACCEPTED BY. DATE z"!�•+��°► PROJECT, , .0. PW05146. .� �- p MAPS AT PAGE 96 ON FILE WITH THE COUNTY No. 59602 I, �� L� Inspector RECORDER'S OFFICE. N/A Exp, 12-31-07 Date a_ . WILLIAM G. HUGi�ES � PAV'EMENT REH B�'� oRAIIN - F°f B �� a , Vertical '� AVLI R, DDV AR DIRECTOR OF PUBLIC WORKS/CITY ENGINEER �': .� > to C etea J� CIV1�- `a , _ ::::.--:=_ �IA� R ►� 0- qlFExpiresExpires, U r r,,� �_� �,; .. Sheet'01 of EKA CITY OF F1 ,11 EMECULA U 1�0� � 59602 12-31-07 R,C,E, No, 366a7 06-30 5 -. ! i QF CAI. R, "E, No ;. TITL kSHEET -. r �. _a _.r -. _ ,.. �Irr. .Ali:,__..,. ��W�_ ._ .....-.�,. .._.-._._--- _.._.�-•�,.--�.��. � � ..-...�--.. _.. _.__..�wwti,.a....rrr--�^r-••,'^ .e.-t-,r... .. •�_ ..� .."r•—�-�-.._..._.�..._.._..._ _.. _,._...._� ,..,...,r,„. ,.,Y,,,..,.... -- a _. ._...._,.,.. .• ,... .-u.,r -.. y •+-..��.ycy.,.•r..:„!�""'F� .... �- r, ..�,�r-._•.. ,�'{'' - ,��w,r^r. �-.••-..�ryrr.-_ � .._ _"• ...w .►'- - NOW 'f�6Mi rt a I�/VI/ RMI CONSTRUCTION NOTES: 50.# __-- 50' [�1 ROADWAY EXCAVATION. EP EP PLACE AC. I )K37' Y )*0' TO 36' i ® IN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. ��35' T❑ 37' ��36' T❑ 38'JOIN EXIST CURB&GUTTER 1 1 2114W AAA35' TO 73' AAA 38' TO 73 EXIST CURB&GUTTER ` � I 4 MATCH EXISTING AC. MATCH EXIST S%-2% MATCH EXIT%_2% 0 t .. .rrn.. � .� 1L_-.� r.�,�.tI,r,�,..'d.:r,...R^,.`tr.,.9f',!J,,2 S.�F i.1}r,....y�"r..]).1 F[„...s�,t`�.,.,.,1,,.q�,�(E,I:s,,a1�.$b.",,r.,r`,rdC�..,�.,,,�n k,..:c..)�.IP.ee i(1,\,rG.!�.,,.��.r��.,.1,.v,..r:.Y.,.c,t.�,r.F.rr,n)I,,W..,�i.4,".:.....,.,...w.r�.s1t�N,;,,,-,ra.P.:..$�.�...\.r�..,,,!...rs,,....��.,ik.r.,.I rf.1't.6.r L,.Y.v.......,�t,,12.f...„.,.fw.r.,..,.t..J.�..i,5�,�.,.'nYvy?...,....r.M1".�....F3,.,.,�.)4.�-..,1.1 o..',.d.�a.r,�.,.z.�.�,,,'.,.....'......a r.Yr.,�n�.,,,.,,�,.,{r.I..',{*,,.,.��..�,;,'.5:.,..,y..'.",,..,.1,.�.i,',s.�*4.,4,...ir..,r.d".„...,.,,...1..,.>.1.:...e,....�..,...��.,...{.F..,r;...r..Y.�I,,.,�.,,.r.i,-Mr.;,.,r,.1r.,.,.+F..!t.,A..^t�..."c',,.,r!.�:.�,..i./.t(,.aI..r.,•.a I..,,:.s<.,1.r+.�#:,...�r!,;.....,.,:........,....�..,r_,.>'.rv...,.�..�..f-,..�r.�...r f�.^.....,..._......:�a..,.dn.....,,...a.,�',..,�6�..,.,.,e.,,..!r..,!Ir.a,.r,,,I....�,.,x�.,..,,,a.e..'\::.�-.,,,1.,,!.,.or,.....,,...,,..,...,..,.a.a.,rP r....,..rY!,,r...,�,....a.,:.�r(,..a.t1,>,H..a,.,4:.�1i�"rer.,...,,.,1,.r.�a:n.s�-..d..,r,:..:,,.,..f..,.r.�.,,,:.,,..,.t..v,.d.r.......,,,..a,d.i,�:,{.;...t...ri.•.,�.,,.k.r..'...r:dc.rp d t.r e,.F.t'r'..i..i., ,r...,,..:..°.r k.,tr)4^S : rr,.�'...{......!r.^.r.',�.-�7...s.1�t.,.>�,.fiqqrt>-,.�I+..'terr..,:.�....,.1.XIw,.'....,:::.;,.r.,rr,V,,.tt f ,�.v I n,. ,.>�,F 4n�..3l.1<...F.,.�,',..�.,....,...�,X�yy,..:Ya....Y4t.f•�5.,..a,,.t,1'S..a.X,.}}4+r.a f �. 777 R r �el'rRe.r•.d't;R: r,,i.a •�.° .,k. ,"-...r,'•.. .r.�rr.:.rr. � w + All ?"� I 1 :, r i ri n ..',e..•n.REMOVEEXISTING I TIN TRAFFIC SIGNAL LOOP AND CONDUCTOR. " r ,. l T! �... -.... tK�?�rk�j`�4��r�s�1�� ,�_....._w.....-�.,..�....-.._--.��..._.__...._..._...-...�_•......,.,�_...�.--,_�._..__..,....__._.��,.... ———w — —w —,....—_.,,,—_........_......._ yy 8 INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET' L-1. '---------- EXISTING�__��__�� __.�.��_.��._��.��_� 0 E E GEOTECHNICAL REPORT) DIAZ ROAD ® SAWCUT. STA 59+81 ,00 TO STA 61 +00,00, **STA 62+85.00 TO STA 77+50,00 TO 62+85.,00 STA 77+50,00 TO STA 77+86.57 PROTECT IN PLACE. *ST",A 61 00 *�`* 0 ADJUST TO GRADE. NO SCALE 10 SURVEY MONUMENT. RR/wW R/W , 11 50' 50' REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (P40", PER RCFCD STANDARD M815. • I FI-2-1 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SD-1. I EP EP 37' VAR 0' TO 20' '13 JOIN RCP"T0 EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. I EXIST CURB&GUTTER k9f AC DIKE 14 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. MATCH EXIST 1.51%-2% EXIST 2% i ——4 F-1-5-1 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. L_ I \ _,,.._--_...———..r._——__ .------—,°,—_—..._._—_...-� ..._,._..�..._ —.,,_.............._.—_-•..'_.-.__..-r.—-....-_.-...—_..._._.__J 0 7 16 REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD NO. 214. ———————~__——_—_ ——U EXISTING PAVEMENT SECTION ' 7 (SEE GEOTECHNICAL REPORT) DIAZ ROAD , 17 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE. STA 26+83,00 TO STA 59+81 mOO 18 INSTALL CALTRANS TYPE IV (R) ARROW. NO SCALE 1 EXIST SIDEWALK 19 INSTALL CALTRANS TYPE iV (L) ARROW. Y 20 INSTALL CALTRANS TYPE VII (L) ARROW. FG EXIST CURB & GUTTER RIw I I RiW �_ I I- 50 11 ' 50 21 INSTALL NUMERAL 4511. _ I I _ EP EP i I 37 VAR 0 TO34 22 INSTALL CALTRANS LEGEND SIGNAL AHEAD". 3/8 I I I VAR 0' TO 20,1' w 23 INSTALL CALTRANS TYPE VI (R) ARROW. __ I --_.J EXIST CURB&GUTTER 14" EXIST AC•DIKE ICD 24 INSTALL CALTRANS TYPE VI L ARROW. MATCH EXIST 1.5%-2% _. _ — __ _ ._ _ w._. _ _..w _ ( ) -_...._- —._._.._._...�..—_.—EXIST- — W -�^- o, r Fr �k i[ a ::k i t lr E �r {{ 1 ',nd ri r �r Vg I ��f 4 d 4 r �.... _.. ----------------------- DETAIL - _. _. __._ —— —_....—--.r—,-.._-L ..,..�,...,....———— __-�'..............__... —.....�. — W A L �.. ._ _ i l,l �Iw t '}ir°' rif;• al r s {� ti1: !, {k ... w P yy�I��dky.:t y k� dr`�t "� �S f tiY, ,,r.yy��{ ✓�. r5*' )�l � :�,��:i��,r.��t tn.da�r...i.`�rS�1 1 I S i .r... � ;., f'.}lrr� gg:� ±a ,,fY' �.UI(..!r',Y3.i.t4'.�..r. ~ V/ .,,. �......,........_ ,-.._..,,.......,,,,,._ p i a�SE 1�' af� 9,�;ro' :.,'{' I C �c, ,f ar. rx>,f;lralr,l,;rr. , .[ �.._..,.,-_._ +, ,.Y ,Y> '� All•�. .I k.:,f I'"p�.��.,; .� ^�^?,F„ 1,ri^"3f1r4 1...:,;v �.r,� 1,,,,., ..4, ,�+ d4 u1 ",Y Q 7, �.d,. �.z..VJ...r,.J+,F e.P ..,.,,y "'' .t. :3,. ,�.Y.;.r 7, ,r.,,,.. ya,l.,ii r ',ar•„,:x c ,YF i'#;i;a a,r ¢;', . 11 w �*� •�f^""'�'S'Yt'11�""'k rA :q '��I:,; s.,I ti� a:.U rr.v� N.T. „ S. � �y �� I t ,,I �. r ,� ,, r ffYym7��r�•1 H4 a,l{to � fir• v±� ,� ai"r•:lR l s, 1{ ,dp P,.,,. a:r'fi"�!.' ""r ,,,3?I,.r ) -t} y,1 S. '.:s )Y $.' ,I..ryr. d+' } a c.k,a ><, ,t•Y r $. ',f.9 +�" `'1'.t rl, ,I.�S.$ ,r�.i a C'�d l fr°' r,•� �. Fx.,: d 9..}�;•�.. '.r.. + >,- � 1. ��., , 25► INSTALL 12 DIAGONAL, YELLOW PAINT. L_ 4 t l , r�,�. Lr� � i{ .,.._�....--._ —..„.�....._—,_..w�...... �..,�.,.-..-————��...�....� r... ��. �..,.�..—�.——— —�.—,°.,...—— ——— —_....— _.,.—.,.._.... -- INSTALL CALTRANS STRIPING DETAIL AS INDICATED. -—-.--------------�---—----—_ —— � � _�� "�`�"�' EXISTING PAVEMENT SECTION � r.a O CURVE NUMBER. (SEE GEOTECHNICAL REPORT) DIAL ROAD chi i STA 2+29.89 TO STA 9+48w14loe w NO SCALE a LEGEND p� G GAS (SOCALGAS) � r`}' JEd ,�,aftEl' ` ROADWAY EXCAVATION & PLACE AC (14") ~ R/ v RM ,� 0 E ELECTRICAL (SCE) 50, 50' - ROADWAY EXCAVATION & PLACE AC (15.5 ) _ EP I F -� S SEWER (EMWD) VAR 0' T❑ 64' EP I ., SD STORM (CITY, COUNTY) VAR 0 TO 64 I VAR 37' T❑ 43' �fl *37' A0' T TELEPHONE (GTE /VERIZON) EXIST CURB&GUTTER 14" W WATER (EMWD, RCWD) MATCH EXIST 1.5%-2% MATCH EXIST 2°Yo �,YT' }'• � i, ,3 •r t "7 9 t1 � !!i �. zz 7 rc t 4• r� 491 {P': 1 ..�a, 7. 01 w..10 �' �:, „.k , ld�i .p. ,ir. ,1..5.. „. ,,,,, �, ..I U,;1 , h .�. ! 1 1•r r..r. � ...,� y. ,,,. „ ,�,, ., ��:„c,,r.5, d a�,. ...,Ic.a:., � t,,.,,s,.. 1� ... .. .,.. , a. , 'i, ,a a r. � .> •,>,.� 'mot.,, ,:r '� ._..._._ �_.__.,.._....r,.,r._.....,...._."..._.,.....,._.........„-_..�...�...._� S. J tl. T r . ,. , ,pN, r, ,.(, f, , r ,. r. r , , ,. dv. r. ,;{.� � ,. i.. v. , ,.. } ,Y r. r r, <. 77 rY � [', � �..E'k G , .fl.,I�A,f., t. „ ..., ,. f !.,rv,. I ':�..�- {, .tl r:t'.}r.1..� .... �$:t �.�... 4 n t 5.. ,.:4 e 1 .•ra, .,. " :. t':'lM.,� v. ,S � .... l'... � .. , ..2a L r y, eF , ,,.1, 11 ,. [,{ r-..and'TaN!' f� 'i.r? d .., +T'�. /..I-. ,K 1. c1r [1 P r"v( �r�n'�! i• 1� ;- , �. ,•.,,, .r, r,< .r. , r,„ r �X, ""^+� reap• tt . ......•� ',. ...{. 1" „l,.n..r., ,. „ v4; r.. ,,.}',.. ..f! r":..I .�n ,,.Na r, ..ru ,,.Y r...e �1�.�� J.. { { V r , ,.,•„-.-._r pp t..�.. �'{"^� ,s . .8., ........�' r .. d N. •--•_ ar, 7� t .. ..a Y _,..n 1 a p p t aa. r. 9. .., ......Up , d. ,. �, {,.1_ ,.,... ...v v � '♦n ,.,..,�..,+.... ,4. ... .,. .. � : ,.... � + 'i t.�.>•,,. ,�,,� y� ...... f n a 9 r .! s ,, ,,, 'r,. 1 •,., r:,",.a k �. .x t m. r �. •, , , ,.� : 1.... ,v a r,. ,. , � , -� , . a r✓ ,r, _ ,t... r" , . . .k, ,� ..a Fr.4, re. P14`.i.k... 1, .. ... r ....�f. ...6 r •1 �' � t?y ,., ., :r a d r fl.r,/.�, c tr NqY rtll. {,•r i,. .d rl ,)'!'"T, �!>r,$ �t �. aF`,'1 v .< >r �., c .✓P"1 t 4 ,,� ,^t.r3,. a.f, }' 4.(}r•y S�l� ?rr`'. ya d.c p,r,lfirt! h� �.�.�9Tq .�.. If to�°+. :h6 +,r.Vt �tA1',�I p1(I',r 4itK)ri4 I�s li:ir�,i}.t�}d7i?�;rrb IYiI.�..la.,'da.„i�.r.:.A1`7~.,sr.,(h ,n�7 I -... �5 ,¢+ir ? a',ra,},°t ;rk se d'I�B�..rb w1�tiL iri,i:,aY<>Y lin A.l aC.k.. �,•K ..� Y.�-..-, — ——....,.....,.— — —.....,.—...._.— —.,.�.— . L-..�-—�'-—— ——— ——r•,•• L EXISTING PAVEMENT SECTION °;.4r� �� Q (SEE GEOTECHNICAL REPORT)A(0 rICE rO riff CONr"C rOR �� Q ,= STA 1+6136 TO STA 2+29,89 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON D�4 W ' THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS APPROVAL OF THIS *STA 9+48,14 TO STA 26+83,00 � - � DIAL Two WORKING ES , RCE .___ EXP. DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE BEFORE . REVIEWED BY YOU D I G You DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND N l� SCALECo UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR iS a TALL FREE 1-$00ERVICE ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LiNES NOT OF A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT y. � + � , RECORD OR SHOWN ON THIS PLAN. r ,;1� INSPECTOR � VA 1�' � SEALS Designed By Drawn By Checked By Drawing No. RECORD DATE BY REVISIONS ACC D DATE BASIS ❑F BEARING �p��SSfp f G t �� v� CITY [IF TEMECULA DEPARTMENT ❑F PUBLIC WORKS CONSTRUCTIONSCALE Q Nq DATE v; THE CENTERLINE OF DIAz ROAD ON TANGENT �� R. 0,0 l�, ARQ ARQ GJB RECOMMENDED BY. v REG l R, PRINCIPAL ENGINEER h"- Contractor SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontal `` y. y� �-> 'T P _. .��..��,,. PROJECT NO. PVV0500, �»K 1 OF PARCEL ..._° DATE � -BEING N18 26 21 WAS SHOWN IN BOO No, 59602 ►-.-, ACCEPTED BY � MAPS AT PAGE 96 ON FILE WITH THE COUNTY N/A w Date F:F a t4 7_0D i WILLIAM G, HUGFiES PAVEMENT FtEI�IAE3 PROGRAM �Y 005i06 a. Inspector RECORDER'S OFFICE. EXp' 1�--31-U7 * DIRECTOR OF PUBLIC WORKS/CITY ENGINEER 4'.' � _ RECOR Vertical * �� AVLI R, ❑DVIAR •` DIAZ ROAD ,Z CIVI1. f Sheet 02of 19 u Date eted lF Q 1�0 R,CtEe No, 59602 _ _._� Expires 12-�-31-07 R.C,E, No, B6617 P. : �. � ' � Cps 06--30-06 �"" . N i Expires, * TYPICAL ,GROSS SECTIONS r 00 r� CONSTRUCTION NOTES: Ot ROADWAY EXCAVATION. /7/741 © PLACE AC. � uu+JJ I I FYI JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL ASHEET X-1. aC o ® MATCH EXISTING AC. 0 LL 05 REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. f I I I •fie 7%° W II o 07 A 1+23.1 DIAZ ROAD = J ® INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. ° -_1 C S A 306+45. R LIFORNIq, 13AD ,-7F•YS' I 11I w. 0 0 0 07 SAWCUT. �_ No O ® PROTECT IN PLACE. clino ti um! 09 ADJUST TO GRADE. h CID7 - - ( °` -- - — —r—• m EDP 1� SURVEY MONUMENT. o °y D -- Lu n TWA �__. 'r-. ._. —. 26'21'V 1634.64' �.e�• VJ 11 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (64696), PER RCFCD STANDARD M815. E ' g0£ D3 ®_ � I - ,�ii ;� - mil o 'Z 1� I ° EC1 .34'LT SA 2+73 iY DI OAD ° 1 ° ,f " 7+ 0 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SD-1. _ R I ° (� ' c In 13 JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. ° bl 101 o Qco - - — -- - - - - - - -- - - — _ry — co rUj JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. I W 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. II I oo I 1 I I o i T 18 REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD NO. 214. FEW 11 1 I U 17 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE. I 1 m I rCCf IC INSTALL CALTRANS TYPE IV (R)ARROW. IC INSTALL CALTRANS TYPE IV (L) ARROW. O LANE LINE 20 INSTALL CALTRANS TYPE VII (L) ARROW. O O � \ 3 F2-11 INSTALL NUMERAL 045'. LIMIT LINE s r p \ k \ N a INSTALL CALTRANS LEGEND "SIGNAL AHEAD". j W SCAte \ -]0' 30' 1101 \ `'�((r ;P p I ° /� (� \ \ \ Q I ,qo. FM al 23 INSTALL CALTRANS TYPE VI (R) ARROW. / 0 8 °� / � FM O m I b 24 INSTALL CALTRANS TYPE VI (L) ARROW. - o ® T a DETAIL B — — — _ ° It* w TYPICAL LOOPS LAYOUT I _ - ` - - --- - - - 25 INSTALL 12" DIAGONAL, YELLOW PAINT. N.TS. W _— T - +- M T` .� _ � - �0 _ _ W .- , -- _ — — — � _ W sO INSTALL CALTRANS STRIPING DETAIL AS INDICATED. �9+00 10+00 " --� - — -_ -- s 00 14 - QCURVE NUMBER. - �i14 =��— _ - _ _ _ --- _ T— -._ _:._� _ +0 16+DO Va / 4 _ PLACESTDRM DRAINPIPE- m 0 ;, N18°2G21'W 1634.E yI - - —•� ESHEET D-1 IWAZIMA LO LEGEND ® o .—.—.— —• — • - — — — —•——' —.— �. 00 • .' Two 3 a G GAS (SOCALGAS) ROADWAY EXCAVATION 8 PLACE AC (14") W W a _ _ _ u _ o ELECTRICAL (SCE) Z / T- '� ° o Z ROADWAY EXCAVATION 8 PLACE AC (15.5") SEEN n - mmumm a SEWER (EMWD) T / / T -o STORM (CITY, COUNTY) /i �i e a TELEPHONE (GTE I VERIZON) i WATER (EMWD, RCWD) 0 L a I ; L }� CURVE DATA i NOT/CEMMECONMCMR p B.' Bo330, 64e7 ea3. 'ASBIALT" E vJ V l THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U77LITY PIPES OR STRUCTURES SHOWN ON ® 1584' 08°07RB' 71321' 226.03' DIAL TWO WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVANABL£ RECORDS APPROVAL OF IHIS 2000' 21'33'3B' 436.35' 861 DA T a BEFORE DAYS BEFORE PUN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTADON AS TO THE .33' RCE CNP o YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND O4 4000' 0893B'10' 302.03' 602.9Z REMENED BY.. c 00 U71LITY PIPE OR STRUCTURE WITHIN THE LIMITS OF INS PROTECT. THE CONTRACTOR IS TOTE FREE 1-800-227-26 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REWIRED i0 TARE ALL DUE PRECAUTIONARY MEANS TO PROTECT ME UTILITY LINES NOT OF ® 1020' 2T34'32' 260.37' 490.97' a RECORD OR SHOWN ON THIS PUN INSPECTOR DA 7E no 0 CONSTRUCTION RECORD DATE BY REVISIONS ACCT DATE BASIS OF BEARING SCALE SEAL yUf ISSIN Designed By Drawn By Checked By n Drawing No. a THE CENTERLINE OF DIAZ ROAD ON TANGENT 0Y R. �q! ARD ARD GJB RECOMMENDED BY J/��//� DATE,INEE Z J IXi CITY 0� TEME CULH DEPARTMENT OF PUBLIC WORKS y �� 1N OOp F RE UTLE PRINCIPAL ENGINEER F- caatrectar --- - SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontal �" y is u -- BEING N76'26'21"WAS SHOWN IN BOOK IDFPARCEL ��— = c ? : . T/I ACCEPTED BY, DATE, Z °ID-e6 PROJECT NO. PW05-O6 w Inspector MAPS AT PAGE 96 ON FILE WITH THE COUNTY 1 40 No. 59602 //JI R w� J �� p RECCRDER50FFlCE. Cxp 12-31-07 � ' 1 DO.te rs' (� WILLIAM G. HUGHES PAVEMENT REHAB PROGRAM - FY 2005106 a Vertical AVLDI R. ODVIAR DIRECTOR OF PUBLIC WORKS/CITY ENGINEER e ! a- N/A �f9jE� \� R.C.E. NO. 59602 Expires 12-31-0> R.LE. Na 66I> Expires- 06-30-06 CIVIL DIAZ ROAD LAYOUT STA 1+23 TO STA 16+50 hee . 03oF19 CONSTRUCTION NOTES: 01 ROADWAY EXCAVATION. F2 PLACE AC. 1[3 d JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. '1 1 r UI ) RIsIA O VA+ Mimi® MATCH EXISTING AC. 1\ y11:1 111\ 05 REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. r2 asm ` `\\ \ ^ © INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. W _ ' •po 1 `_, Lu o i 111 O _ s \ • y 1 \ Z EU PROTECT IN PLACE. IV - " - __ m 09 ADJUST TO GRADE. f+ANy, W ,�� r �,r r_r nhl _ . e - 1 ._ 5 ° . ,., ,:- - Y T � - 1 SH r---- 10 SURVEY MONUMENT. T. (� DZ000 W I �j•� _ " +'00 r� . ,..,,,,,C ,i v.�r—.r:— r I'.. .tip tI _• O '�'V—�` 1"_ �v '�6'0+ 1 23+00 :. 11 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (P4999), PER RCFCD STANDARD M815. -_ ; _ .� "' _ ,. rri, 1 '91: 12 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SD-1. _ - •_,_.—,_, .—.— — - — — : m It- 13 JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. "_"—"_,—"—.— " 1 - _ _ _ _ _ m 14 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. Q Ln — o $jr,�4.,-�'�, r 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. f{ / $l 16 REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD NO. 214. �[ 17 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE. / rn 98 INSTALL CALTRANS TYPE IV (R) ARROW. �I Fl-91 INSTALL CALTRANS TYPE IV (L) ARROW. F2-01 INSTALL CALTRANS TYPE VII (L) ARROW. F2-11 INSTALL NUMERAL "45". F2-21 INSTALL CALTRANS LEGEND "SIGNAL AHEAD F2-31 INSTALL CALTRANS TYPE VI (R) ARROW. 24 INSTALL CALTRANS TYPE VI (L) ARROW. OI .• ) /`Fo I ) I �� " v .ama I a 25 INSTALL 12" DIAGONAL, YELLOW PAINT. W `` c p 7 J _ x O INSTALL CALTRANS STRIPING DETAIL AS INDICATED. / I - p my'� my — 00 — Z o ® CURVE NUMBER. , LEGEND W -r_ r a GAS (SOCALGAS) ROADWAY EXCAVATION & PLACE AC (14') / P —• 1 s • —• o ��W) 25a 4 00 26+ -0° 90rN• g52.�4'—.s-` —. ,-1- L��= -- -- -- Q to EMAGEZM E ELECTRICAL (SCE) —, —,—;—, _ — — _. —" m u ROADWAY EXCAVATION & PLACE AC (15.5") — — :I—• _ —° —" "—° I 'I n2p�— G s SEWER (EMWD) + �._. " 4 ° _ —° " — Ito—�— —, — L m STORM (CITY, COUNTY) < . �A \ X N a * TELEPHONE (GTE /VERIZON) W n ra _ O WATER (EMWD, RCWD) It k� to J N 0 L ilt , v a t Q CURVE DATA }o NO. R A T L C n I��T NOT/CETOTNECONTjPACTOR c W WMro1' 54,67. 99.W .4SBU/LT" v1Vl E m THE EXSTENCE AND LOCATION OF ANY UNDERGROUND UNUTY PIPES OR STRUCTURES SHOWN ON ® i6B4' OB'07'28• 11321' 228.03' DATE a DIAL iW0 WORKING THESE PUNS WERE OBTAINED BY A SEARCH OF THE AVA9ABLE RECORDS APPROVAL OF THIS © 20Bp 24"WIB• 435M W7,39' RCE EW o BEFORE DAYS BEFORE PUN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE YOU DIG YOU dG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-9057ENCE OF ANY UNDERGROUND O 4ow OB°3W70' 3 vix 802.92' RENEWED BY o UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF INS PROIECT. THE CONTINCTOR IS 3 TOLL FREE 1-800-227-2600 REQUIRED TO TAKE ALL DUE PRECAUBOAMRY MEANS TO PROTECT THE UTILITY LINES NOT OF ® 102d 27034W 250.319 490.91, a A PUBLIC SER.'ICE BY uMDERDRONUD SERVICE RECORD OR SHOWN ON THIS PLAN. INSPECTOR DATE In CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SEAL, DHSS/ Designed By Drawn By Checked By ,,,[[[ C Drawing No. d THE CENTERLINE OF DIAZ ROAD ON TANGENT SCALE t0. O�a9 RECOMMENDED BY, /l.�l DATE: y �4 CITY ❑ I TEMECULA DEPARTMENT OF PUBLIC WORKS R. / TURD ARD GJB /gtl N Lantrnctrc SECTION BETWEEN STA 1+23.15AND STA 1T+5779 Nmlz°ntot ^ y 'c E TL R PRINCIPAL ENGINEER r BEING NIB°26'21'W AS SHOWNINBOOKIOFPARCEL BB— 0 = c ? : ACCEPTED BYE DATE, 2-I4•►O PROJECT NO. PW05-06 L=2 0 Inspector MAPS AT PAGE 96 ON FILE WITH THE COUNTY 1 40 N0. 5%02 1�-rA;� • 76 RECORDER'S OFFICE. Exp. 12-31-07 °"^ ==JJ `t ""••1 , l Date F 0 vILUAH a NUFrIEs PAVEMENT REHAB PROGRAM - FY 2005106 a Vertical AVLIN R. ODVIAR DIRECTOR OF PUBLIC MDRKS/CITY ENGINEER e "Ji CIV1� ?max ---- DIAZ ROAD a 'I� r�"I„ 9jF DT [A�1�� R.C�E. No. 5%02 ExPN,PS 12-31-W RAE. No. �17 E. Ires� 06-30-06 ' '' Sheet 04or 19 u N/A P LAYOUT STA 16+50 TO STA 32+50 QE IN CONSTRUCTION NOTES: 01 ROADWAY EXCAVATION. �2 PLACE AC. Full R4V\oL/NIl F3 JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. I I o I t I I I LL W ® MATCH EXISTING AC. it II :yII �$ � 1 + I smear J �5 REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. I I O i.• 1 I B n 1 0 s•� n © Fa ,INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1 . �i snwcuT. W ® PROTECT IN PLACE. Z W F9 ADJUST TO GRADE. rn W W —s- ENTERLINE Fl-01 SURVEY MONUMENT. NI, _ =;�:� _ "_ o ° a O DZ000 •—,=i- • —,__, -_,-_ , . S_v1_v—Wa-_v-lv__vo-1r ' -r�• "lied_- r—r—, —,. , ,— .—.—r—,—,_—,_r__.�r-1_=r_ Y+ 11 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (B496B), PER RCFCD STANDARD M815. O '—` _ — —,—,—.—.—• '— o O �1�v _ 12 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SD-1. -- -- — — — _ __ — — _-- — -- — — — DIAZ ROAD m / W 13 JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. rn Z a. X — ® JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. J J 2 m 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. 1 Vi Fl-61 REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD NO. 214. N \ Q Ff7l INSTALL CALTRANS 12" CROSSWALKTLIMIT LINE. 1` f8-1 INSTALL CALTRANS TYPE IV (R)ARROW- FI-91 INSTALL CALTRANS TYPE IV (L) ARROW. 1 ® INSTALL CALTRANS TYPE VI (L) ARROW. '\ 1 1 I s F2-11 INSTALL NUMERAL "45". 11 1 ltfo -1 ® INSTALL CALTRANS LEGEND "SIGNAL AHEAD". 0 1 a 0 q � j � 23 INSTALL CALTRANS TYPE VI (R) ARROW. 111 ® o t 1 I m ' a� r N 24 INSTALL CALTRANS TYPE VI (L) ARROW. T F2-51 INSTALL 12" DIAGONAL, YELLOW PAINT. O INSTALL CALTRANS STRIPING DETAIL AS INDICATED. Z o ` ' moo — — —`=•�•�° 00 _ 1 0 ® CURVE NUMBER. 10 LEGEND + — — _ — —• —._:- - CA GAS (SOCALOAS) ROADWAY EXCAVATION 8 PLACE AC (14") - ,-- V,� Rv^� _ -,_. ��-11GI'i o" "�-'_._-• " r - -- - "_ m to nu • ELECTRICAL (SCE) N rn — —•�' ROADWAY EXCAVATION B PLACE AC (15.5") rn { S, •-T` s SEWER (EMWD) F7 rn ne STORM (CITY, COUNTY) D _ �� _ _ :I x a J I / ` T TELEPHONE (GTE I VERIZON) ,p 1+ 0 0 W WATER (EMWD, RCWD) O I o ry Wo rn 3 Ago r p n t i a 9 Y=+ CURVE DATA s D �QjAy r^-1�^ NO. R A T L ANT NOT/CETO TNECONTRACTOR O 94, SD"33m• Scar 99.34, "AS BIALT" E 1594' O8'07'29" 113.21' 228.03' tl ME EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON DATE a DIAL WORKING THESE PLANS WIRE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS APPROVAL OF THIS © �' �0�" �'� �'� RICE EXF' o BEFORE DAYS S BEFORE PUN BY THE CITY Of TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE . YOU DIG YOU DIG ACCURACY OR COMPLE7£NfSS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND ® 4DW O6'9BY0" 302.03' 602.92' RENENED BY., UTILITY PIPE OR STRUCTURE WHHM THE LIMBS OF THIS PROJECT. THE CONTRACTOR IS 1020' 27.34W 2 31' 4901a TOLL FREE 1-800-227-2600 REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UWTY LINES NOT OF ® 50 INSPECIDR DATE 0A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REQUIRED OR SHOWN DN THIS PLAN CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SEAL: �IL3ST Designed By Drawn By Checked By �, /-// Drawing No. a SCALE 0`R R. Opq/ ARD ARD GJB RECOMMENDED BY: zh DATEz JLTL�6 CITY ❑F TEMECULA DEPARTMENT OF PUBLIC WORKS / THE CENTERLINE OF DIAZ ROAD ON TANGENT R�' SN DOD / APED 9 T E PRINCIPAL ENGINEER !!( ��I r tmhactor SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Hwlzpntal y / w BEING NI8'26'21'WAS SHOWN IN BOOK i OF PARCEL _ E _ �J ACCEPTED BY: - DATES. 2-IG'tll. PROJECT NO. PW05-06 p ' — 1 Inspector MAPS AT PAGE 96ON FILE WITH THE COUNTY 1 40 a ND. 12- 10 , IJ�rVD�� FgS. 14F Z006 RECORDER'S OFFICE. " I.P. 12-11-m Tl� Date I vuuAN G. HUGHEs + PAVEMENT REHAB PROGRAM - FY 2005106 a Vertical AVLIN R ODVIAR DIRECTOR OF PUBLIC VRB6/CITY ENGINEER Z / 04 fn:peW N/A •s/9 OTIVIIV CAI a\P R.C.E. NO. Expires TEE. No. Expres+ + ' DIAZ ROAD D IF X( 59602 p 12-31-07 36617 06-30-W D ®` 'beet 05oF 19 LAYOUT STA 32+50 TO STA 48+50 CONSTRUCTION NOTES: �t ROADWAY EXCAVATION. 3 F2 PLACE AC. (�n�. 03 JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. 1 T ® MATCH EXISTING AC. \ 1 �O r �n , 1 �5 REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. 1 � m © INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. =4 ao \\ „9 a° 6 _ ,n Cny x � c oO V F7 SAWCUT. T Q'' • + F8 PROTECT IN PLACE. 09 ADJUST TO GRADE. rfI RI _ —REP010E616RM DRAIN PIPE • I' 10 SURVEY MONUMENT. _ — — — — —• — _•—,—•—• •.i SEE SHEETS • al " _ _ _ DIAZ ROAD _ - - - - 11 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (DB1099), PER RCFCD STANDARD M815. + --.��`O—•_;_; —• —"—' " " " , — m F121 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SD-1. N 13 JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. m v/ 14 m JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. N /� m [151 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. 1101101 Fl-61 REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD NO. 214. r Ff7-1 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE. W R61 INSTALL CALTRANS TYPE IV (R) ARROW. Fl-91 INSTALL CALTRANS TYPE IV (L) ARROW. ® INSTALL CALTRANS TYPE VII (L) ARROW. �( 21 INSTALL NUMERAL "451. r y \ INSTALL CALTRANS LEGEND "SIGNAL AHEAD". \ 1 a 23 INSTALL CALTRANS TYPE VI (R) ARROW. 1 1 \\ \ 1 1 ( s '. a ® INSTALL CALTRANS TYPE VI (L) ARROW. 2O5 INSTALL 12" DIAGONAL, YELLOW PAINT. �1/ x INSTALL CALTRANS STRIPING DETAIL AS INDICATED. ® CURVE NUMBER. m L - -_—_ _ LEGEND Un A GAS (SOCALGAS) ROADWAY EXCAVATION & PLACE AC (14") (an _a_ 11—. .-2206.01=. I ;— rn a c ELECTRICAL SCE AN34_81-5Q •�•—`—' � x — a SCE) ROADWAY EXCAVATION B PLACE AC (15.5") �/� ._-• •—• — �• I .—�i1f'Y'T`�_�:�•—•—•�— ' �Jo I m V�s SEWER (EMWD) -- ._.�._.._ •�•_.�. �� - -� --_— - - SD — STORM COUNTY) rn N P * TELEPHONE (GTE/VERIZON) v WATER (EMWD, RCWD) / o O4 C L O m d d D Q CURVE DATA � Ay NO. R A T L A/OTICEMYWECOWFACTOR +n 1> 94' 60.33n1" 54.87' 99.34' OASB!//LT" "RT = E ® 1594' oero7z9 113.zT z28.o3' "> THE EXISTENCE AND LOCI BON OF ANY UNDERGROUND UBUTY PIPES OR STRUCTTAYES SHOWN ON DAZE a DIAL TWO WORKING THESE PLWS WERE OBTAINED BY A SEARCH OF THE AVAHABLE RECORDS APPROVAL OF THIS © 2000' 24"33W 436.35 857.33 RCE EXP o BEFORE DAYSOBEFGORE PLAN BY THE CITY OF TENECUU DOES NOT CONSBTUTE A REPRESENTATION AS 70 Bk 4000' OB°3W70° 30203' 802.92' YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND O RENEWED BY. W TOU. FREE 1-800-227-2600 lmUry PIPE OR STRUCTURE WITHIN THE UNITS OF THIS PROJECT. BE CONDUCTOR 6 102U' 2T34'3Y 250.31' 490.91' a A PURUC SERNCE BY UNDERGROUND SERACE ALERT REQUIRED TO TAKE ALL DUE PRELAUT ICARRY AiEANS TO PROTECT THE UT UTY LINES NOT OF RECORD OR SHOWY) ON THIS PUN. INSPECIOR DATE Wo CONSTRUCTION RECORD DATE BY REVISIONS ACCT DATE BASIS OF BEARING SCALE SEALF QQ%IUS/FN Designed By Drawn By Checked By '�,./.�'�/7��p� Drawing No. d THE CENTERLINE OF DIAZ ROAD ON TANGENT A� ARD ARU GJB RECUMMENOED BYE GaY U DATE, Z O(r CITY ❑F T E M E C U L A DEPARTMENT OF PUBLIC WORKS of�`b \N R' DDT l G P T E PRINCIPAL ENGINEER tmtrec<m SECTION BETWEEN STA 1+2315 AND STA 17+57.79 Horizontal y c u BEING N78028'21°W AS SHOWN IN BOOK OF PARCEL xx— x = c P : ACCEPTED BY, _ DATES • �.e PROJECT NO, PW05-06 L=4 inspector MAPS AT PAGE 98 ON FILE WITH THE COUNTY 1 40 NO. 59602 �6B• Iw o RECORDER'S OFFICE. °�` Ewp. 12-01-OT a Date 1"1 � VILLINI G HUf S PAVEMENT REHAB PROGRAM - FY 2005106 a Vertical Av IN R. OVI R DIRECTOR OF PUBLIC VORKS/CIIY ENGINEER ! i NU mpne _ NIA ✓i CIVR a�x DIAZ ROAD A A,F OT [p��' R.C.E� No. 59W ExPFes 12-31-07 R.C.E. No. 36617 Exwev 06-30-IN "4lwi- LAYOUT STA 48+50 TO STA 63+50 Sheet 06oF 79 o CONSTRUCTION NOTES: [ ROADWAY EXCAVATION. F2 PLACE AC. EU JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. ��(\ iR "O dli © MATCH EXISTING AC. 05 REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. �� I © INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. 7 SAWCUT. EU PROTECT IN PLACE. [/� �� \d-y ADJUST TO GRADE. v \" - ? , . _ _ _ m _ a0 _ _ _ _ ao _ 11 F101 SURVEY MONUMENT. ` {��5 - - _ - _ - - a _ 5 T y Droop \ 11 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (&U"), PER RCFCD STANDARD M815. ' • - OpV .__ • i t I ^v \� ✓ / ...m,-.�- 67+p0 - " _. - ._. J �.,Y. v 4f _"� y-' 7U+d� Cc"`� 71+00 O 12 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SD-1. 68+00 u - . -` ,- '^ S ��"'•=" -.-_°p _ ., . ._ -_._ , -._ , _._.,. - -t---�m�� _._ _ -� __"SJ•61 5TS5'W�� _ V/ 13 JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. ` \� �� ' —' — ' --- - _ _ -- rn 14 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. �- _- 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. 1- - _ _ - - -- - - - rn 16 REPLACE AC DIKE 6" ICE PER CITY OF TEMECULA STANDARD NO. 214. �'�^•.'/ AD O 17 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE. G 18 INSTALL CALTRANS TYPE IV (R) ARROW. r m Fl-91 INSTALL CALTRANS TYPE IV (L) ARROW. mn ® INSTALL CALTRANS TYPE VII (L) ARROW. F2-11 INSTALL NUMERAL "451. �' I I• INSTALL CALTRANS LEGEND "SIGNAL AHEAD Ie ~ 23 INSTALL CALTRANS TYPE VI (R) ARROW. \ _ N 24 a INSTALL CALTRANS TYPE VI (L) ARROW. W I I oa II I �/ o- — — u ; sa " I " �..✓" 7 `'off Selo _ 25 INSTALL 12" DIAGONAL, YELLOW PAINT. OW� oal°' " �I I sa�� - p • I+ f O INSTALL CALTRANS STRIPING DETAIL AS INDICATED. tt W `' I — — — — I _ ✓�„�`'�..- I .. I �- i1 • - Q 0 - m — # CURVE NUMBER. _ , '- _= 4 � i -.-- � � o j5+00" q, -•-"� (, �� d a ti ��l ,- - . Vfl2wD W J ,. _=+-r- --�` - - , — __•_—�LEGEND cn e GAS (SOCALGAS) ROADWAY EXCAVATION 8 PLACE AC (14") Lc) - _ " • -_ - ":_ __ •_�, _ , «Fin -• ` ` . ?— a- o�aj •w a J` s r-- + - - -_-.-__ - - S- _ �O O O u e ELECTRICAL (SCE) - ----- - - -, - Nan - - __-_ - _ - - ROADWAY EXCAVATION 8 PLACE AC (15.5") S SEWER EMWD - —' II _ ( ) ~ p POj STA 78+23.39 DIAZ ROAD = a w / m STORM (CITY, COUNTY) `O a �® POI STA 95+36.71 WINCHESTER ROAD eW o� N • TELEPHONE (GTE I VERIZON) J I I I m C CS - WATER (EMWD, RCWD) = s o 0 a d t CURVE DATA � NO. R A T L '// ASSIM)m 1O 94' 6G033'010 54.8:r 99AN w D�11 �J/S . ' NOT/CETiD THE CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UBLITY PIPES OR STRUCTURES SHOWN ON ® 2DW15W 08°07'29' 435.3W 857.03' DIAL Two WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS © —DATE a 2000' 21'33'3B' 435.35' 857.33' RCE E)IP. •O BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESEMARON AS TO THE 4000' OB'36'10° 302. of YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND ® 03' fi02.97 RENEWED BY. o MILL FREE 1-600-227-2600 U71LITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT ME CONTRACTOR IS ® 102V. 3 A PUBLIC SERVICE BI UNDERGROUND SERVCE ALERT REOUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF 2T34'37 250.31' 490.91' a INSPECTOR DATE RECORD OR SHOWN ON THIS PLAN 3 CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SCALE SEAL, ep�IISS/pA Designed By Drawn By Checked By Drawing No. a q RECOMMENDED BY: h9 9 ➢ATEI Z y ON CITY ❑F TEMECULA DEPARTMENT OF PUBLIC WORKS ti THE CENTERLINE OF DIAZ ROAD ON TANGENT ``\ 1N R. Opk/� ARD ARD GJB EG / T R• PRINCIPAL ENGINEER �ntrnatar - — SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 R0717a tal ^ ; �� PROJECT NO. PWOS-06 #^� I BEING N78°26'21"W AS SHOWN IN BOOK I OF PARCEL c P : ACCEPTED BY, 'A'� DATE12 Lw 1 "=40' Na 59602 �B. IA Z�b MAPS AT PAGE 96 ON FILE WITH THE COUNTY 0, Exp 12-31-07 .e Date WauAN G. NUGHEs PAVEMENT REHAB PROGRAM - FY 2005i06 n RECORDER'S OFFICE. Vertical �'n AVON R. DDVIA DIRECTOR Or PUBLIC WORKS/CITY ENGINEER a, \k fg4tr0 _ N/A "�l9/F EIYI` (��` 59602 12-31-07 36617 06-30-0G DIAZ ROAD Sheet 07CF19 u / D CA 1 R.C.E. No, Expires RZE. 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I:J,.. ETE COLLAR. I kx 1 r E "<,� . f", '" ' a.. rr w .y r F ' ..:. i Y 14 ,; 0 JOIN RCP TO EXISTING RCP PER RCFCD ST . , ' .f +�, , ANDARD M8U3 CONCRETE COLLAR. - r ry ; r. r,:s a'rr. .,, `�. �l t...:.. .4. 5 REPAIR RCP TRENCH PER V r, ,� -. i ITY OF TEMECULA STANDARD No. 447. . �, Y. 1, f 1 �.._.J t F ti ;r I. f� t y r, ` i r ,I. r' rr f , �.-,�,' 6 R P S,p,,.�,,,�.-.�""�",'� EC8DjI 4T I I0004I IN (04, V J y:: !, E LACE AC s 1 [�] DIKE 6 CF PER CITY OF TEMECULA ST I_xJ ANDARD No. 214. "�7�'.,�-,C".;..,,.,'.I.,.�.�-:;�,.. n , L� q'rt .� 'soh }r 7 - � �/ l r i x ( I� ,,--�..,�.I I,...':I.�-.1I-.1'.;-.'-..,,.I'1..,,:....1.1�1..-.,�,.----zl1.: - .'��,,C,..�-�I'-.�,.',�i�,.�' r // s :, x l 7 , 3. '' [� INSTALL CALTRANS 12 CROSSWALK/LIMIT LINE. t , . , y'� 4u 1: i' 5 t r 5 e ad i - -, V 3 f, t (�x 1 }' ? ' 1�: iL ',,� Ly i:'. r ) ',. fi .1..,�.-�,�,-,.�:.:.�...:.�'-I�,.1I-.:.��,,.."."'---%-�."-;"�.,R,-,..,�i',�'...-,�..��.,�':'"�,,'..�.,�...�-' 11,.:',.,..A"...1-.�.�'.I.�,...1I. .I1;-,....�I-�I�,.I��:-,,�.I,�-....S...:I,,'i;!.-,-1"�:..�..,.......�I...',�,�i......,�:1.,.II:..".,..:..,,i I�,.I..:.:,-I.,1�...:II,...'-,,".,"I-.,1 I..;��'1.I.I,'.,-,.A...1.�.�...-.,..�--S',.,,,,:,:�..,,......:,1,I....,; :.I...4,-'-�11.�,1�I Irl.�1,,1,.., -E+C30T+IO--N:-:�� . 18 INSTALL CALTRAN ,,,��-".�,1�",'�.,.'..�"",,,;..-".,:1',�.,."-�.l,...,,1..:,.,..:,I1I�!,'-�I:S.I.�..I",,1,-.I�i.1 O��'II....-�,.,�;�,..,.,,".'.I,l,.....1 I 1 I.,',.A!.�.I.�.,vtI.�.I�',�,,:.T II�I�-'.-I-,:.'"�,..;"�..,..�� [� S TYPE IV (R) ARROW �;�,I''',.)-,...-��.,1.-J-.",.,.-... y j n 19 INSTALL CALTRANS TYPE IV (L) ARROW. 24 INSTALL CALTRANS TYPE VII (L) ARROW. T7+ + 21 INSTALL NUMERAL "45". R/W EP CL R/W R/W EP CL EP R/W (. � 22 INSTALL CALTRANS LEGEND "SIGNAL AHEAD". 23 INSTALL CALTRANS TYPE VI (R)ARROW. t ,I- I IINSTALL CALTRANS TYPE VI (L)ARROW. if i"` I 0 I X -zs 25 INSTALL 12" DIAGONAL, YELLOW PAINT. I _ LIMITS OF CUP REMOVAL & NEW RCP W # N TALL CALTRANS STRIPING DETAIL AS INDICATED. LIMITS OF CUP REMOVAL & NEW RC CATCH BASIN 1 18" DIA x 49'L X ' w CURVE NUMBER. '�� Ems-- -. F- 81181 CMP SIDEWALK, CURB &GUTTER o 1010 ____ __T__ _ __ w__ _ _ ' _ -_ - _ _-_-- _-_- __--__ ____ -_ 1 a 10 In I F rr I I ' ' #4 a@ 12 (DOWEL INTO CATCH BASIN) I , ----- - --__ __ 1 ' 1010 _ _�= �- -- - _ CL I I 2 -#4 CIRCULAR TIES DIAMETER - RCP OD + 6" `-- - -�-- �`- 2 --"- /L-. �`�` ��" 1010 °' ( ) v--1.-r---. r% 9.5± ER Z TEE ON M .0 ` D L T I I ICONCRETE CLASS 560-C�325n 1000 1000 tJM BEL n I I 38.0'±L io MATC EXIST ± N`TE O o- -- I I NEW RCP U E�7 �E F MAT €A o EXIST C C \D1l-1 -j��lrj-,"I-.-z,!!lCe,�2- - L Cez/ 990 . . -- I ...III.--�-6---- .01 4, - 1 2" 1.0' 6"' 1000 3 �- ' L-RGW WA-T "' L&C 1000 [L 18" 1.0' 6" E 1QQ 8. ±'L RC NO WA ER 36 CMLB� .'k,t, ,u:,_:wZ: A n r rr 4„•--- L�2 O I� IND- TE '� &C :6'± RC MATC EXIST Q 24 1.0 6 9 9 0 1/�IAT 2" TR EL 999.5 ± v I I MATCH EXIST - - - 1° c R ELE---34- E'.--M Tt I j- -F--.-== 006.17 36" 1.5' 8" FL ELEVATION Q 5.U' REM 5E R 8' E E I L ASS MED 2 '±BEL W FG .tY+I�E {I♦tI�S �IILR-(1 R 990 Eta 4s" 1.5 1 o" iL a9�% ,-, 9 9 0 -0 57" 1.5' 10" L - Y r~ '1 '+ r 80 980 T d " , " [--L- J A 6a 1.75 11 ATC H BASIN w 66" 1.75' 11" (PROTECT IN PLACE) ET 980 A' 980 ,�, -40 -30 -20 -10 0 10 20 30 40 50 --50 - 40 -30 '� --2 0 -10 0 10 2 'L- RC RPIPE SIZE NOT SHawN 0 I�EINFCIED CNRE'TE 30 4o so..-.- USE NEXT SIZE LARGER. CAN N ECTI ON 0 L a_ C=I AW.. -11.227A&Acf2&--A26N3~0.-......-...---- RUT-.H E-ATI-E-L I(TOY P B----IP--E--C- E.--..--.T..-.-O. T-1.1E C.O-- NT..."....- --.----. CT L OR . .- . . I111I 111 us, P TO EXISTING CATCH BASI • . - ..- . . , WILL-IAM-9. H5-GHES�I �- 1 ............ . - -- . I - S. f;v fS B111LL -7-w-- N d Q (� Na SCALE °' -� EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON y DIAL TWO WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS d R E %u, DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE .DA TE a• YQ U DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND RCE EXP. �0 0 OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REylEWED BY I TOLL FREE 1--800ERVICE LERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CORD OR SHOWN ON THIS PLAN. LL INSPECTOR DA rE ul N TRUCTICIN RECGRD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SEALS - ; .� o SCALE �.11 0--...... . '�.i---. �D��sslpyq Des(gned By Drawn By Checked By 3 CITY ❑� T Drawing No, CL Contractor THE CENTERLINE OF DIAZ ROAD ON TANGENT <� N Ry p� l AR❑ AR❑ GJB RECGMMENDED BY: _ DATES _ � � U L A DEPARTMENT ❑F PUBLIC WORKS SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontal ��`'� L- �a, EG UTL R, PRINCIPAL ENGINEER '"""""' 0 BEING N18026'21"W AS SHOWN IN BOOK 1 OF PARCEL r r r " Q e _.- Inspector MAPS AT PAGE 96 ON FILE WITH THE COUNTY ."°� No, 59602 ` ACCEPTED BY, `-' DATES z-i6•o� ° PROJECT NO. P1 !D - W E. EXp, 1 31-07 � D a.t e V�6. 1 Zw(v G ■ Date Completed Vertical * CIVIC- �� AV IN R. 0 VIA DIRECT❑RGOF UPUBLIC W❑RKS/CITY ENGINEER 9 � a PAVEMENT REHAB PROGRAM - FY 2005106 1 F 4F CA1.1��0 R 59602 12-31-07 DIAL. ROAD LL 11 1 11 1��!! -.- -- R (u.... . "�" ,C,E, No. 36617 Expires R.C.E, No, 06-30-Ob rr ilea= Expl-- r�•� STORM DRAIN CROSS SECTIONS _ Sheet , o F l ) ; amm. : ' fY r i r 1-1-. P. CONSTRUCTION NOTES: mum. Ell ROADWAY EXCAVATION. 0 � � 0 PLACE AC. I LD 4. :.;.. 3 JOIN EXISTING GUTTER. USE 3/8"ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. - 6,0 �. o MATCH EXISTING AC. J 3 .2 ` . � REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR, -I (/) C� ` Lj INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET - 27. L 1. 9, TM 17, Z/ E E q; SAWCUT. __- R O CM 8. - + 0± D REMOVE MP ,,+ ` -M------' Q PROTECT IN PLACE. � � - Srv� . ND RE O CM ADJUST TO GRADE. ► _ �- _ ~ram � 1.2 � � � -.. ,2�' -- ----` -. 1 a 1O SURVEY MONUMENT. -- 3 0' �,0 � 21,3 touoo50.0 1 11 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (80. 1 }W), PER RCFCD STANDARD M815. 12 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL CSHEET SD-1. vr --- — — I 18 JOIN RCP TO EXISTING CMP PER RCFCD ST ANDARD ANDARD M803 CONCRETE COLLAR. � 0 14 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. ,i 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD N0. 40?. W 16 REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD NO. 214. w (D 17 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE. 18 INSTALL CALTRANS TYPE IV (R ARROW. - 19 INSTALL CALTRANS TYPE IV (L) ARROW. C R 0 S! 2O INSTALL CALTRANS TYPE VII (L) ARROW. 01=7- ROSS SECTION S&TA Arm I + 21 INSTALL NUMERAL 45 . R/W EP STA 31 +40+ CL EP R/W R/W EP CE . EP R/W 22 INSTALL CALTRANS LEGEND "SIGNAL AHEAD". 23 INSTALL CALTRANS TYPE VI (R)ARROW. 24 INSTALL CALTRANS TYPE VI (L) ARROW. EMITS OF CMP REMOVAL & NEW RCP LIMITS OF CMP REMOVAL & NEW RCP ` 25 INSTALL 12" DIAGONAL, YELLOW PAINT. w CATCH BASIN v� # INSTALL CALTRANS STRIPING DETAIL AS INDICATED. 1 24" DIA x 41'L 15 24" RCP CURB&GUTTER Q CURVE NUMBER. , ME 1 2 CMP 8 I 8 P 1 C1GI 241,CMP © l In 1010 i _=__ ___ _-__ __� -_ _ -_-- -- _�.. _ __-_- _�___ ___ ' -n __ _ _ _ 18" DIA x 70'L --,_y _YTS _- 1s" `� _ _ _ _ T ____ �___ 1010 1010 _ �- EXIST 24 RCP 1010Ge EXI S 24 C P 3 T 29.5'±L VERI� N TEL PHONE --.-- ry _ SV E�T:4 '�SEt W i 1 , C LATER NE DI RD �,� 13 ` ASSU VERIZ N TEL PHON _ ` IV 1 , ED 2.7 '_BELOW FG , r 100 0 A CH EX ST 8. ±L RC WA ER 36 CML& �. , 32.3 R in 10 0 0 10 0 0 wl�v� GIVIL G _ TR EL 1D03.4 ± T 6.0' R RC 31.0'± RE: U4I&�FE fit-2'�' &t; r :: 36.0' R RC 1000 Q.. 0-1 5 ±R E S ER(8' VCP) I R�(20'� Mt&G OTa 15 .7 _ . ' EM' B-FEIAI ( WAT R(20" ML&C) IRO NV-E E- 0M _ + E 00 .2 ± tr 1A1i4 �R�-ER ' 1=& � �2 �R-Eit71 S-E 1`5'VCP 9 27. ±R SC GAS �� ) 17 ± r As ED` . l a vttF 9 9 0 9 9 0 TR EL 10 v _ 990 i 1 ra 980 , 980 980 980 , -50 �-40 -30 �-20 -10 0 10 20 30 - 40 50 50 -40 -�30 --20 -10 0 10 6- 0 i 20 30 40 50 l I a � s VO TICE TO TMECONY" 14S BUIL E THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON DIAL > r Two WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, APPROVAL OF THIS FORE �� DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE j DA TE YOU DIG You DIG RCE 4 ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND EXP. . � TOLL FREE $pp_22 _2 pp UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR lS o REWEWED BY. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT 1I1E UTILITY LINES NOT OF o RECORD OR SHOWN ON THIS PLAN. In MEN INSPECTOR I C❑NSTRUCTI❑N RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING AT SCALE SEAL= ��0�ESSj�� Designed By Drawn By Checked By D EIn Contractor THE CENTERLINE OF DIAZ ROAD ON TANGENT �� N R. p ql ARO ARO GAB RECOMMENDED BY: DATES z C.1T Y ❑ TEMECULA Drawing No,SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontal ,`� �� 1' �allEG TL , PRINCIPAL ENGINEER DEPARTMENT ❑F PUBLIC WO �. .;. BEING N18026'21"WAS SHOWN IN BOOK 1 OF PARCEL ,� Q' �T� � F . Inspector MAPS AT PAGE 96 ON FILE WITH THE COUNTY r� �� i `� No, 59602 ,'=�; ACCEPTED : -- o xOn , U 1 10 _ �, BY DATEs Z G-gCo ,� t � RECORDERS OFFICE. EXp, 12 31-01 Date �' � PROJECT N P O 0 Date Canpteted Vertical * Q AVLIN R, ❑DVIA WILLIAM G. MUGHES 0 slima ��f ervt�. �� DIRECTOR OF PUBLIC WORKS/CITY ENGINEER PAVEMENT REHAB PROGRAM - FY 2QQ5/0� 'Q """1 0 OF CA1.lF0 R.C.E. No, 59602 Expires 12-31-07 36617 r ............... DIAZ ROAD �. P R.C.E. Na, Expires 06-30�p6 r, �98a• a 'Y , Mm NORM DRAIN CROSS SECTIONS Sheet prof� t .'nvy CONSTRUCTION NOTES: 0z 0 ROADWAY EXCAVATION. -~ LLB h 2 PLACE AC. - ( W 0 JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. A/ 0 µ � MATCH EXISTING AG. W Ld 0 REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. µ W 6 INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. _ 1, 0 O UCTOR. SPACING PER DETAIL B SHEET L 1. .�.�.�--. - � " 00, 9' 26r 26,0 0 SAWCUT. --- E V C 14,0 100- M MP O END REN OVE C P 8. ; END REMO JE CMP 8 PROTECT IN PLACE. � 4 „ +■-- 5,0 i I / - P D S D _ 9 ADJUST TO GRADE. _ - --- _._ SD 0 - . D z/I AV z u ,,...� �u Or 1 U SURVEY MONUMENT. 37 DDaO 3 ,9A/I z r7 11 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (�), PER RCFCD STANDARD M815. F�y YS W W 1� CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SD-1. .�- 0 L�J 5 -- --- - 50 3: 0 (4. 0 13 JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. � 14 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. o fp 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD N0. 4t]7, W �' ( Ld , 1C REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD N0. 214. 17 INSTALL CALTRANS 1 2" CROSSWALK/LIMIT LINE. 18 INSTALL CALTRANS TYPE IV (R)ARROW. s 19 INSTALL CALTRANS TYPE IV (L) ARROW. { CROSS CROSS 2� INSTALL CALTRANS TYPE VII (L)ARROW. STA45+86+ 3 STA54+580+mw R/W EP CL R/W R/W EP EP CL `� { , 21 INSTALL NUMERAL "45 R/w r �2 INSTALL CALTRANS LEGEND "SIGNAL AHEAD". 23 INSTALL CALTRANS TYPE VI (R)ARROW. , r �4 INSTALL CALTRANS TYPE VI (L) ARROW. !NITS OF CMP REMOVAL & NEW RCP-- INSTALL 12 DIAGONAL, YELLOW PAINT, w � CAUTION: CONCRETE CAP LIMITS OF CMP REMOVAL & NEW RCP- CURB � Q INSTALL CALTRANS STRIPING DETAIL AS INDICATED. & 24"DIAx48'L GUTTER 11 (2 EACH) j 015 CATCH BASIN # CURVE NUMBER. _ e Afi€� 4"� 1 a 15 Co 1 2 -- _ _- - .; -- _-__ t EL �8 7 -- ,r M 3 "DTA XLO ti r_ 1015 r- �-- _ _ - � - ,_ - _ 3 CMP 1015 o- Ile ---- - 5. ; ____ __-__ ___ _____ A SUME 2.75'±BELO FG -a 1 O O 5 TT�� ,r 29.5'± VERIZ N TELEPHONE -_ _____ _____ __ ____ 1005 ' � .-.-_ _.�__ -_-- _-__�. .�.-,-_ + '+ �-__= _ _ _ o D .7 ± `� M TCH E IST MATC EXIST � 38. '±L � ; 10,0'± � � O 0 .+ MATC EXIST 1005 3 31.D+ RC CI�TATE 't2"`C &C CL T tE-f .90±- . ±C�R M Cj TR EL 1006. 4± A 995 fi E Z 995 '�L .D 9 MIRV17-5 IN€R-- .IY± 31,Z ' F EM D-Si (� VCP) f�C F ELE 1 07.13± L2 ' R-EM $E all VCP) ON ENCAS] Wpt R- 2 " L&C F L E 000 56+ F ELE 1 04.34± 995 �� 2- L ( ML&C FL E E 1002 00+ r 9 9 5 ¢ { CT LE 1 12.80± 1006.004 985 :a 985 _a A 985 �85 w d —50 —40 --30 �-20 �-10 0 10 20 30 40 50 —So --40 �-30 --20 —10 0 10 20 30 40 50 0 CL NOTICEBUIL ^E. y W THEEXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON d 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 RCE EXP. � YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON--EXISTENCE OF ANY UNDERGROUND UTILITY I R STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REVIEWED BY u) A PUBLIC TOLL FREE 1-800-227--2600 REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF SERVICE BY UNDERGROUND SERVICE ALERT RECORD OR SHOWN ON THIS PLAN. a. INSPECTOR DA TE CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SCALE SEALS �p,1 ES fro Designed By Drawn By Checked By THE CENTERLINE OF DIAZ ROAD ON TANGENT �� N R. q yql AR❑ ARp GAB RECOMMENDED BY. ✓ DATE: aG CITY [IF TEMECULA DEPARTMENT ❑F P Drawing No, Contractor SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 �` �% dL�, �� REG BUTL R. PRINCIPAL ENGINEER PUBLIC WORKS 0 or zon a � � ,�� c 1-- BEING N18°26'21"W AS SHOWN IN BOOK 1 OF PARCEL �'' U Inspector MAPS AT PAGE 96 ON FILE WITH THE COUNTY if W No, 59602 ACCEPTED BY. DATE• _ •/ �+C__ °p r a PROJECT NO. P�1�1 05-06 10 � � _ � _ EX , iz 3l 07 g. to U ;5 C3 RECORDERS OFFICE. Vertical * p * AVLIN R. QDVIA Date WILLIAM G, HUGHES d PAVEMENT REHAB PROGRAM � FY 2065106 � Date Canpleted qj O��Q r DIRECT❑R ❑F PUBLIC WORKS/CITY ENGINEER R DIA,�)ROAD CL r r r r CIVIC- ::::.:: "�"'1 0 F of Ci��l� R,C,E, No, 59602 Expires 12 31-07 R.C.E. No, 6617 Expires 06-30-06 rT.,,, � Sheet 1 of 19 ca Ing STORM DRAIN CROSS SECTIONS f o' n Al CONSTRUCTION NOTES: I Q ROADWAY EXCAVATION. ® PLACE AC. �0 90 - Q JOIN EXISTING GUTTER. USE 3/8 ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X•-1. Q , � MATCH EXISTING AC. LL I n 0 REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. I s�q�£. uj ❑T A 1+23.1 0'DIAZ ROAD = ® INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. Q C S A 306+45,43 RF N�`� LIFpRNI ROAD SAWCUT. o Q> Aj 0 C1 r ® PROTECT IN PLACE. _ ---� --- -- ._ I jn� 14U' 18 � q C22 --- _.., Lu � -- ADJUST TO GRADE. ;,- 20 `� + 140' 2° n) C]d o� z V 10 19 ,�. zzLu 32 o 4 0 0 p 10 SURVEY MONUMENT. ?� - 7+0° 8+00 LA LA Lu 1>7400 33 ]y 27B 1634.64 '� �--• 1 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (- 48�), PER RCFCD STANDARD M815.. g0£ � - 7 21 ua�aG DIA. a 12 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SD•-�1. 13 JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. > Lu 14 JOIN RCP TO EXISTING RCP PER R CFCD STANDARD M803 CONCRETE COLLAR. �----�---- 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. ;' U 16 REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD NO. 214. � � low 17 INSTALL CALTRANS 12 CROSSWALKILIMIT LINE. m a r 18 INSTALL CALTRANS TYPE IV (R)ARROW. 4p, 19 INSTALL CALTRANS TYPE IV (L) ARROW. ,; ,. 20 INSTALL CALTRANS TYPE VII (L) ARROW. w 21 INSTALL NUMERAL "45 • \ N w , 0 0 22 INSTALL CALTRANS LEGEND "SIGNAL AHEAD `. 23 INSTALL CALTRANS TYPE VI (R)ARROW. ° CJ r D 24 INSTALL CALTRANS TYPE VI (L) ARROW. n o --- - 0 0 INSTALL 12 DIAGONAL, YELLOW PAINT. _ — p an L a -- w jn w O INSTALL CALTRANS STRIPING DETAIL AS INDICATED. �= 9+00 10+00 Lu i' Lu 11+00 0 �_ 12+00 +oo U, _ � a . � CURVE NUMBER. - -- � 14+00 15+00 lb+oo 40N18°2b'2low 1b34,b4' DIAL ROAD a %+ 0 --------------- C> co Lo ILLJ u 1 � �j z Q , T. w In c> LL - CD ° i L d • S I v a Q A(0 TICE TO TWE CONTRA C TOR ";1SB111Vw THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON s " DIAL TWO WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS APPROVAL OF THIS DA LE °- BEFORE 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 Nwo� UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REt/IEWED BY TOLL FREE 1--800ERVICE ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD 0R SHOWN ON THIS PLAN. INSPECTOR VA TE CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SCALE SEAL, � Dy Designed By Drawn By Checked By Drawing Q pFESSt THE CENTERLINE OF DIAZ ROAD ON TANGENT c`O 1r1 R, t71jo. l�, AR❑ AR❑ JG REC❑MMENDED BYE DATE= Z �`1,-� CIT Y [IF TEMECULA DEPARTMENT ❑F PUBLIC WORKS 9 N. a`. SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontal ALI OG PRINCIPAL ENGINEER Contractor ��, � .r � i BEING N18°26'21"WAS SHOWN IN BOOK 1 OF PARCEL .� Q` �� 4 T "tl Inspector MAPS AT PAGE 96 ON FILE WITH THE COUNTY �i 4OM '� No, 59602 ACCEPTED BY, -- DATES 2`�L,: _ PROJECT NO. PW05-0 RECORDER'S OFFICE. � EXp, 12-31-07 �' � Date ��' �� ,,_.,., WILLIAM G. HUGHES © lumi REHAB ��++ � v a Vertical * ' AVLIN R. ❑DVIA PAVEMENT REh#AB PROGRAM F i 200510�j f DIRECTOR ❑F PUBLIC WORKS/CITY S/CITY ENGINEER Date Canpleted 1,9N/A �f` �VI t�Q� 59602 12-31--47 36617 - DIAZ ROAD G1H. 4F CA1.1 R C.E. No. Expires R,C,E. No. Expires 06--30 06 r Sheet 1 I Of 19 v PAVEMENT DELINEATION STA 1+23 TO STA 15+50 r w F c CONSTRUCTION NOTES: 0 ROADWAY EXCAVATION. 0 PLACE AC. VON 0 JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET" X-1. Ix ® MATCH EXISTING AC. 1 � 1 ® REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. co ® INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. °° o o C 1 -- ® SAWCUT. Ip - - � - ._ co rn ® PROTECT IN PLACE. &CC)" ® ADJUST TO GRADE. N1- „ ` -- — - � � �`' c ti O � 10 SURVEY MONUMENT. `- --- � ---_ _ —'--- _ 23 �Z�oO EXISTING ` � —� 23 y 22 �4 00 0 TRI N -`�-- `�— 23+Q0 11 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP � PER RCFCD STANDARD M815. S G r�--�- -- __ 2l+ooze+oo 12 0 CONNECT EGT RC � �� `•`� --_._ -- � �N P T O EXISTING CATCH BASIN, PER DETAIL C SHEET SDA. rn 13 JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. DIAZ ROAD a o 0 00 RCFCD ---JOIN RCP TO EXISTING RCP PER STANDARD M$03 CONCRETE COLLAR. - -�— 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. Q 15 REPLACE AC DIKE G" CF PER CITY OF TEMECULA STANDARD NO. 214. 17 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE. 18 INSTALL CALTRANS TYPE IV (R)ARROW. 19 INSTALL CALTRANS TYPE IV (L) ARROW. ' 20 INSTALL CALTRANS TYPE VII (L) ARROW. 21 INSTALL NUMERAL "45". 22 INSTALL CALTRANS LEGEND "SIGNAL AHEAD". + I I 23 INSTALL CALTRANS TYPE VI (R) ARROW. , s �� .,.. o a I I 24 INSTALL CALTRANS TYPE VI (L) ARROW, I I I �o. - --Kim �F 25 INSTALL 12" DIAGONAL YELLOW PAINT. _ orb INSTALL CALTRANS STRIPING DETAIL AS INDICATED. 0 0_ m N 0 C �r-, (11 I r CURVE NUMBER. TRIP - ------ _43 ` - gj 22, 22 ' — ,z b� ----- - 31+00 Cil29+00 �� r + - - 1 c 1 ,z � 17 40 17 25' 28+00 13' i 23 +00 ._ .o Im 25+00 26+00 '-= - 0 952,7� �----- a o co 19 _ -_ oa 10, - _ 0 a 6 38 a S ° �`� �Qti m C=1 d Q O O yr �7• L.) WAG Q ° Q 1ST G DIAZ _ �`b _ _ ---- . -- ____ • aRI N ° �.......... 9,qqt � — — -- ._ -- CID Ile t 70 ............ :C 0� - -- --- ) N n 0 a vN ,. , + Lr) iiiimjr O CL S 0 NO CONTRA B91L AAAAAMAMWV THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON d DIAL TWO WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS APPROVAL OF THIS DATE CL BEFORE 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 In TOLL FREE 1 -800-227-2600 UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS Co A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN. INSPECTOR DA TE v CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SCALE SEAL: ��ESSIp� Designed By Drawn By Checked By Drawing No.THE CENTERLINE OF DIAZ ROAD ON TANGENT R• p ql ARO ARO JG REC❑MMENDED BY, DATE] z- _D(j CITY [IF TEMECULA DEPARTMENT OF PUBLIC WORKS -- Contractor �L� `c AL GH PRINCIPAL ENGINEER U SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontal _ BEING N18°26'21"WAS SHOWN IN BOOK 1 OF PARCEL ~' No, 59602 / __ ►�* Inspector MAPS AT PAGE 96 ON FILE WITH THE COUNTY r�:� � ACCEPTED BYi DATE, 2.44. oL PROJECT NO, PW05-0 mw40 � m$. c4 U04C3 RECORDER'S OFFICE. Exp, 12-31-Q7 Date WILLIAM G. HUGHES a PAVEMENT REHAB PROGRAM •- FY 2005106 Vertical * '` AVLIN R. DAVIA DIRECTOR OF PUBLIC WORKS/CITY ENGINEER `��q V �- �� ...... Date eted IF r � ��0�� 59602 12-31-07 36617 06-30-06 �°fa�•�=•'iaaa=•••' DIAZ, ROAD Sheet l2of't0 v N/A DF CA1. R,C,E, No, Expires R,C,E, Na, Expires �°. PAVEMENT 50 S DELINEATION TA 1 � TO TA 32+50 � y^ n t'! CONSTRUCTION NOTES: �� f ROADWAY EXCAVATION. PLACE AC. < r 3 > Q JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. i c ® MATCH EXISTING AC. 0 ( n " I I sG, F 0 U) ® REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTQRr �� _ I I r O r �vr LL 6 INSTALL --�[� TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. �. p3: 17 � �O o0 SAWCUT. r mono ui o0 ® PROTECT IN PLACE. r "' 37+00 �: 22 +-� 2g - ----- + ° - cn ui ® ADJUST TO GRADE. � 00. 22 33+00 w 19 x a� 34+DD _- 50 © 3� �Or 19 �' ? Lu 24 --- 952,7 4 24 �` [�}- MATCH 10 SURVEY MONUMENT. N43°Docoo"w - --� , 87 ,�ZUCA - 24 �a r o T! -� p 200, D o �Q STRIPING 11 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (�}, PER RCFCD STANDARD M815. ,w,r �,,� °� � 600'TAPER/T�1N5lTIQN Cl) - — � � °a 'YVYw., 12 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SD-1. ' �_ .�- - - --- --- 4 m . . ............... -� DIAZ ROAD 13[ I Lu it JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. On wn C� r j 14 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR. 1-4 o NMI 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. 10 A AL 16 REPLACE AC DIKE 5" CF PER CITY OF TEMECULA STANDARD NO. 214. 17 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE. 18 INSTALL CALTRANS TYPE IV (R)ARROW. STALL CALTRANS TYPE IV (L) ARROW. 1 20 INSTALL CALTRANS TYPE VII (L) ARROW. 21 INSTALL NUMERAL "45"- Sc 22 4p r INSTALL CALTRANS LEGEND "SIGNAL AHEAD". kD i 23 INSTALL CALTRANS TYPE VI (R)ARROW. � .r- ;m4 o -� a i oQ a� o. c� � cv 1 24 INSTALL CALTRANS TYPE VI (L)ARROW. 0 in 25 INSTALL 12" DIAGONAL, YELLOW PAINT. LA 4P%-- - " a INSTALL CALTRANS STRIPING DETAIL AS INDICATED. 48+oo00 - .. -- - - --- 47+00 CURVE NUMBER. Ili3� 6+00 -�--- o .-------- 80' =d 45+00-- "1 ° � �1QQ. 4 4+00- - --�_ 2T� _..._. + 0 6r01' 19 o j u� 4 0 c, `�� .d�� N34°21'50 W 220 r� 41+00 0 19 38 CA r _ x MATCH m �. 85 as 8 ^xDIAZROAD EXISTING C�r STRIPING I -- -- --- ---- a rq . -. --.-- A ! — — -------- :C rn 0 ZS M N 4i d a' A a co 4 C) In L a � Q r , CL aim A .� a 0 � �l A(0 rICE rO rNE CONrRA C rOR WS BUIL)" .. ri 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 F BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE RICE EXP. DA TE YOU DIG You DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND TOLL FREE 1---800--227-2600 UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REVIEWED BY: A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF SHOWN ON THIS PLAN. iOR CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SEAL: Designed By Drawn B INSPECTOR DATE �ESSI y Checked By .� THE CENTERLINE OF DIAZ ROAD ON TANGENT SCALE 114 R. OHgI AR❑ c� Drawing No. q, �, a pd AR❑ JG RECOMMENDED BY DATEt Z - o CITY F TEMECULA DEPARTMENT OF PUBLIC WORKS - -- Contractor ti,1 �-r y A I MOGH M, PRINCIPAL ENGINEER SECTION BETWEEN STA 1+23.15AND STA 17+57.79 Horizontal ,`� � (� BEING N18°2621"WAS SHOWN IN BOOK 1 OF PARCEL Inspector MAPS AT PAGE 96 ON FILE WITH THE COUNTY 1 �r 4 0 I No, 59602 r � �,,� ACCEPTED BY! DATE: 2.1c-d PROJECT NO, PW05-06 PD=3 Wj EX , l -�1 07 �� & WILLIAM G. HUGHES r RECORDERS OFFICE. Vertical * P '� AVLIN R. ❑DVIA �at� - PAVEMENT REHAB PROGRAM - FY 2005106 date C4eted v"i �IVIV DIRECTOR OF PUBLIC WORKS/CITY ENGINEER 4f. N/A �lIF 0 R.C.E. No, 59602 12-31-07 36617 °faa== DIAZ ROAD a. Expires R.c,Er No, Expires 06-�0-06 f`�s.,, . PAVEMENT DELI Sheet 13of 1'9 �a � NEATION STA 32�50 TO 5TA 48+50 � ,... ii i r, i CONSTRUCTION NOTES. 0 ROADWAY EXCAVATION. ® PLACE AC. ;owl 1 JOIN EXISTING GUTTER. USE 3/8" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X--1. s3: 0 ® MATCH EXISTING AC. °" .. -� MONO 0 REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. = � , \ — �6 INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. 0 [�7 SAWCUT. 1 --- ----- 55+00 - ul $ PROTECT IN PLACE. MONO -- -- , �-----� 54+00 _w_._�° �.---- 52+00 53+000 ® ADJUST TO GRADE. - 51+00 Cil so+o0 3J, o _ 49+00 -- -----~ - , 10 SURVEY MONUMENT. % - � DIAZ ROAD 7400 ~ pq 11 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (� ), PER RCFCD STANDARD M815. 12 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SDA. 0 --- -- 13 JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. __ — ----m 14 0 JOIN RCP T EXISTING RCP, PER RCFCD O S G C C CD STANDARD M803 CONCRETE COLLAR. U) 3: 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. WWI 16 REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD NO. 214. 17 INSTALL CALTRANS 12" CROSSWALK/LIMIT LINE. r '18 INSTALL CALTRANS TYPE IV (R) ARROW. �0 INSTALL CALTRANS TYPE IV (L)ARROW. 20 INSTALL CALTRANS TYPE VII (L) ARROW. b 21 INSTALL NUMERAL "45". % \ 22 INSTALL CALTRANS LEGEND "SIGNAL AHEAD". \ W 0 23 INSTALL CALTRANS TYPE VI (R) ARROW. \ \ '•4°" 24 INSTALL CALTRANS TYPE VI (L)ARROW. �o 25 INSTALL 12" DIAGONAL YELLOW PAINT. 0 " �� _. d :C o ---- n INSTALL CALTRANS STRIPING DETAIL AS INDICATED. a cr i �n -. o CURVE NUMBER. � � � , 63+00 C > ,� 80 6 2+0 U ICJ 000, (3) 29 000, a - qlD 59+00 x . In \ 27ES iz IJ') CA +00 --------- 5 0 a7� o; 2206,01' C3 56 N34 21 50 � a i --- -- - ^ ' b Ul ,A jML DiA7. ROAD son" r � � tip � ram~ r 0 LA_ S2 d Q rr r rOR(0 TICE TO THE TRA CE 0 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON d 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 RCE EXP. o YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND REVIEWED BY to 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 RECORD OR SHOWN ON THIS PLAN. INSPECTOR DATE ul CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SCALE SEAL: �OF ESSJa Designed By Drawn By Checked By Drawing No. �. yqE� � �� CITY ❑E TEMECUL_ A DEPARTMENT ❑F PUBLIC W❑RKS THE CENTERLINE OF DIAZ ROAD ON TANGENT c�� N R. p l ARO AR❑ JG RECOMMENDED B . 10, � ,0 AL I MOGHA , PRINCIPAL ENGINEER �,... Contractor SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontal ,�` ��' y ��• v BEING N18°26'21"WAS SHOWN IN BOOK 1 OF PARCEL �M� M � � No. 59602 � ""'' � ACCEPTED BY= -- DATEt -lee• � � PRO�ECT NO. PW05�0� � .w+ r-, Inspector MAPS AT PAGE 96 ON FILE WITH THE COUNTY � 1�� • I,� �� RECORDER'S OFFICE. Exp, 12-31-07 Date . i WILLIAM G. RUCHES PAVEMENT REHAB PROGRAM - FY 2006106 a. Vertical * * AVL N R. O VI DIRECTOR OF PUBLIC WORKS/CITY ENGINEER Date Cotoetea ��,j eIV1�. �� _ D IAZ ROAD N/A F 4F GA�1�`� R,C,E, No, 59602 12-31-07 36617 Expires 06-30--06 r, + Sheet '14 of"� u Expires R.C.E. No, PAVEMENT DELINEATION STA 40 50 TO STA 03 60 fY M CONSTRUCTION NOTES: � ROADWAY EXCAVATION. 0 PLACE AC. I . JOIN EXISTING GUTTER. USE 3/8'" ABOVE LIP OF GUTTER AS CONTROL POINT. SEE DETAIL A SHEET X-1. 1 4.yy p.. 4 MATCH EXISTING AC. I 0 REMOVE EXISTING TRAFFIC SIGNAL LOOP AND CONDUCTOR. ® INSTALL TYPE E TRAFFIC SIGNAL LOOP AND CONDUCTOR. SPACING PER DETAIL B SHEET L-1. 'ram 25 0. W ® PROTECT IN PLACE. ► • 29 'tea► �p\� - _ / 0 ADJUST TO GRADE. _ �-i ) jyJ9• 1 10 SURVEY MONUMENT. 11 mm4 REPLACE EXISTING CMP WITH EQUIVALENT DIAMETER RCP (f Tuuul, PER RCFCD STANDARD M815. �' --- ��a 66+�a q�'n� �,�° a'� ` — ro Co CD (IN +� 50 12 CONNECT RCP TO EXISTING CATCH BASIN, PER DETAIL C SHEET SD-1. �.� � 7�+� � `---� � 68+00 � � w.... 12 23 cu ry 13 JOIN RCP TO EXISTING CMP, PER RCFCD STANDARD M803 CONCRETE COLLAR. �-�. �` =— ``` � 32 - -- -- 40' 14 JOIN RCP TO EXISTING RCP, PER RCFCD STANDARD M803 CONCRETE COLLAR, 38 C12�� o 1 15 REPAIR RCP TRENCH PER CITY OF TEMECULA STANDARD NO. 407. 16 REPLACE AC DIKE 6" CF PER CITY OF TEMECULA STANDARD NO. 214. NYC OAD 17 INSTALL CALTRANS 12" CROSSWALKILIMIT LINE, 18 INSTALL CALTRANS TYPE IV (R)ARROW. 19 INSTALL CALTRANS TYPE IV (L)ARROW. 20 INSTALL CALTRANS TYPE VII (L) ARROW. 21 INSTALL NUMERAL "i 22 INSTALL CALTRANS LEGEND "SIGNAL AHEAD". � - , I 23 INSTALL CALTRANS TYPE VI (R)ARROW. � o � i Ix 24 /�] INSTALL CALTRANS TYPE VI (L) ARROW. Cu � � � � 0 25 INSTALL 1211 DIAGONAL, YELLOW PAINT. ,'� ti�� o° INSTALL CALTRANS �-�--�--- o � i�aN . C BANS STRIPING DETAIL AS INDICATED. 032 ER/T, SIT + d CURVE NUMBER. 12 _12 -0 R) 23 32 oa i 39 f 1*57'56'W 955,7' C "� fn �-' 17 38 550 r`u _ G �_ 25W o 38 N 12 -- �--• 1$ I 25' o w rv_ 18 _ tv 0 qj nC ° 0 + C� C) D 0- - �__J _--________. R CD Ell POT STA 78+23.39 DIAZ ROAD <E PDT STA 95+36.71, WINCHESTER ROAD � m _d m A ;u kD 0 o rL -52 d p 0 A(0 TICE TO T11E COA(TRA C TOR �, B111L IHE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON DIAL THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS APPROVAL OF THIS d TWO WORKING �- BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE DATE YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND RCE EXP. o UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REVIEWED BYE TOLL FREE 1 800�-227--2600 U)A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN. � INSPECTOR DA TE �n CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SEALS Designed B Drawn By Checked By 3 Q F ESS1 H � y Dr win No,THE CENTERLINE OF DIAZ ROAD ON TANGENT SCALE �4 R 9� AR❑ RECOMMENDED 9 a.contractar SECTION BETWEEN STA 1+23.�15 AND STA 17+57.79 4� �,� 4� r `y ARGJG []MMENDED BY ALI MOGHAD PRINCIPAL DATES -1 (,� [IF TEMECULA DEPARTMENT ❑F PUBLIC WORKS Horizontal , � , ENGINEER rn BEING N18026'21"W AS SHOWN IN BOOK 1 OF PARCEL �' g� v Inspector MAPS AT PAGE 96 ON FILE WITH THE COUNTY `: NO 59602 " ACCEPTED BYi �� p '� W 1 0 � f DATE - 05 PROJECT' NO. PW05-06 -� RECORDERS OFFICE. Ex , 12-31-07 1 D a,--t FED. � 2� Vertical * p * e WILLIAM G. HUGHES - � Dote Corpteted sl C10- N� AV R. OI)VI R DIRECTOR OF PUBLIC WORKS/CITY ENGINELR PAVEMENT REHAB PROGRAM - IFY 2006106 elf OF A1. � R,C,E, No. 59602 I2-31-07 36617 DIAZ ROAD N/A Expires R,C.E. No, Expires; 06�-30-06 E pfres °'�.,� PAVEMENT DELINEATION STA 63+50 TO STA 78+2►3 sheet 'I�1of 19 � ROADWAY QUANTITIES STORM DRAIN QUANTITIES ADJUST EXISTING UTILITIES TO GRADE DIAZ ROAD DIAZ ROAD DIAZ ROAD Z 0 w � . U) Q W Illw � o a 0 SHEET NO. LOCATION U U -- It ❑ `w- ❑ 1. Z Q w 6 w 0 z F- z W Q Q U 0 0 0 z -~-� SHEET NO. L U z U Wz Q OCATI N O wo wU a. 0 LL w0 Q 0- UP o -j -i t; < 0 W a. n_ a_ 0 r SHEET NO. 5 � U �` Q u- Z U U U Q � � t� [Y Z � � U Z U � [CY] [TN] w o co �- © w o � � o � w � a w o CL' U nI cf) OG U W w :E > W L-1 1+61.36 - 5+00.00 466 906 W Z Q ❑ w ❑ U) W � [EA] [LF] [LF] [LF] [EA] w � 0 w � L-1 5+00.00 - 10+00.00 488 949 -- o --- L-1, SD-1 14+30± 1 49 1 L-1 10+00.00 - 15+00.00 824 1602 MH VC MH VC MH VC MH VG MH VC L-21 SD-1 17+84f 53 2 ` L-1 15+00.00 - 20+00.00 823 1600 L-1 13 1 3 L-2, SD-2 27+75± 1 41 1 L-1 20+00.00 - 25+00.00 826 1605 L-2 14 2 L-2, SD-2 31+40f 70 70 4 L-1/1--2 25+00.00 - 26+83.00 304 590 L_3 11 2 L-31 SD-3 45+86± 96 4 1 � L-2 26+83.00 - 30+00.00 584 1136 L-4 1 10 2 ; L-41 SD-3 54+58± 1 50 1 L-2 30+00.00 - 35+00.00 927 1803 L-5 5 12 2 TOTALS 1 3 119 260 50 13 L-2 35+00.00 - 40+00.00 924 1795 SUBTOTALS 6 60 3 9 L-2 40+00.00 - 45+00.00 929 1807 TOTAL MANHOLES = 15 TOTAL VALVECOVERS = 63 L-21L-3 45+00.00 - 50+00.00 910 1769 L-3 50+00.00 - 55+00.00 918 1784 L-3 55+00.00 - 59+81.00 879 1709 L-3 59+81.00 - 60+00.00 31 61 L-3 60+00.00 - 65+00.00 1349 2623 L-3 65+00.00 - 70+00.00 1661 3229 MONUMENT SURVEY L-3 70+00.00 - 75+00.00 1658 3223 w DIAZ ROAD U L-1 75+00.00 - 77+86.57 976 1898 (u TOTALS 15477 30089 w W w w w W 0 0 0 0 0 TRAFFIC SIGNAL LOOP DETECTOR SHEET NO. LOCATION DESCRIPTION m v 0 iu a DIAZ ROAD _ _ _ _ _ 1 0 0 0 0 0 1001 w , SHEET NO. LOCATION TYPE E LOOP DETECTOR I0, Q Q Q Q CALTRANS STD ES-513 O U) U) U) (n L r [EA] [EA] [EA] [EA] [EA] [EA] Q U L-1 INTERSECTION 12 L-2 17+57.79 BC 1 DIAZ RD / RANCHO CALIFORNIA RD L-2 26+15.12 EC 1 L-2 INTERSECTION 10 L-2 26+25.95 INTERSECTION - DIAZ RD / RANCHO WY DIAZ RD / RANCHO WY 1 N L-5 INTERSECTION 12 L-3 33+86.15 INTERSECTION - DIAZ RD /VIA DOS PICOS 1 DIAZ RD / WINCHESTER RD L-3 35+67.86 BC 1CD TOTAL 34 L-3 41+70.77 EC 1 L-5 63+76.78 BC 1 °' 0 L L-5 65+81.78 INTERSECTION - DIAZ RD / AVENIDA ALVARADO 1 a- L-5 68+67.69 EC 1 o� p L-5 72+43.90 INTERSECTION - DIAZ RD / RIO NEDO 1 - A(0 TICE TO Tiff CONTM C rORSB11®L% , v TOTALS 10 v THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON d DIAL TWO WORKING THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS DATE CL BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE RCE EXP. CD YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND I UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REVIEWED BY o TOLL FREE 1 -800--227--2600 REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEWS TO PROTECT THE UTILITY LINES NOT OF A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 4 RECORD OR SHOWN ON THIS PLAN. INSPECTOR DATE In a CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SEAL: QE�SSI Designed By Drawn By Checked By 3 SCALE ��: 4y /' ' Drawing Na a. THE CENTERLINE OF DIAZ ROAD ON TANGENT R, ql ARO ARO GJB RECOMMENDED BY: '`'' ` DATE: t y 0s CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Ile a� tia QdL �` E UTLER, RINCIPAL ENGINEER Contractor SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontal ,,w ,`' ry �• v BEING N18°26'21"WAS SHOWN IN BOOK 1 OF PARCEL Q m ACCEPTED BY: - DATE: `••o` PROJECT NCB. PW05-06 W Inspector MAPS AT PAGE 96 ON FILE WITH THE COUNTYN/A ,�, No. 59602 r-T • RECORDER'S OFFICE. Exp, 12-31-07 Date 210 WILLIAM G. HUGHES PAVEMENT REHAB PROGRAM - FY 2006106 ° Vertical � AV IN R. dDV AR DIRECTOR OF PUBLIC WORKS/CITY ENGINEER ' �- Date Wetted ��q CIVIV �� DIAZ ROAD N/A OF C � R,C,E, No, 59602 Expires 12-31-07 R,C,E, No. 36617 Expires, 06-30-06 fa`�:�, Sheet 16 of 19 U SUMMARY OF QUANTITIES - CIVIL r i • t I PAVEMENT MARKING QUANTITIES ,. DIAZ ROAD 12" LIMIT LINE TYPE IV ARROW TYPE VI ARROW TYPE VI ARROW NUMERAL LEGEND 12" DIAGONAL AND L / R L / R L 1145" "SIGNAL AHEAD" YELLOW CROSSWALKS cu 4sa SHEET NO. LOCATION 01 IC�> ou THERMOPLASTIC THERMOPLASTIC THERMOPLASTIC THERMOPLASTIC THERMOPLASTIC THERMOPLASTIC 2-COAT PAINT [LF] [EACH] [EACH] [EACH] [EACH] [EACH] [EACH] [EACH] [LF1 1 PD-1 01+61.36 - 08+50.00 172 2 2 2 1 1 PD•-1 08+50.00 - 16+50.00 PD-2 16+50.00 - 24+50.00 1 2 PD-2 24+50.00 -- 32+50.00 99 2 1 2 PD-3 32+50.00 - 40+50.00 2 3 PD-3 40+50.00 - 48+50.00 3 PD-4 48+50.00 - 55+50.00 PD-4 55+50.00 -- 63+50.00 2 -5 63+50.00 - 71+50.00 3 2 30 PD-5 71+50.00 - 77+86.57 45 3 2 1 2 2 SUBTOTALS 316 18 4 3 6 2 3 5 30 TOTALS 316 22 9 2 3 5 30 PAVEMENT DELINEATION QUANTITIES DIAZ ROAD W -, z W z z o � z v) s J W I•-- z aY Ill C� Z �] ❑ E- W W SHEET NO. LOCATION z � N -� v z CD w N a CL (j N � (9 J M W z 0� z Wz 0 jz ❑ Z rl� zU >_ z 1 ❑ .J z _j J .J WJ � ,J zJ J JJ W � � WF- ZH = Q � Q 6;; Z 3 W = W W WW W WW I. W � W �.. 4 ❑ U ❑ is I-- ❑ � ❑ c,y •rs THERMOPLASTIC 2-COAT PAINT � a i [LF] [LF] [LF1 [LF1 [LF1 [LF1 [LF1 [LF1 'D PD-1 01+61.36 - 08+50.00 280 241 663 433 a- � PD-1 08+50.00 - 16+50.00 800 800 U c� -2 16+50.00 - 24+50.00 90 290 180 66 620 d PD-2 24+50.00 - 32+50.00 123 680 183 50 445 49 0 N PD-3 32+50.00 - 40+50.00 105 102 407 162 50 482 _d A PD-3 40+50.00 - 48+50.00 380 265 294 473 41D PD-4 48+50.00 - 55+50.00 700 700 LO 55+50.00 - 63+50.00 130 63 210 741 80 411 rn. 0 PD•-5 63+50.00 - 71+50.00 90 1079 50 211 422 L a PD•-5 71+50.00 - 77+86.57 450 1010 50 150 298 165 -� s Q Q TOTALS 105 '1mmkummm� 645 3529 '134'1 34�14 689 495'1 49 � NO rICE TO TWE COA(T"C TOR ' B111Z 7w THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON y DIAL THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS APPROVAL OF THIS d Two WORKING °- BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE DArE YOU DIG YOU DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND RCE EXP. w C) TOLL FREE 1-800-227•-2600 UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REVIEWED BY in A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN. CONSTRUCTION RECORD DATE BY REVISIONS ACC`D DATE BASIS OF BEARING SEAL= INSPECTOR pA SCALE Q�D1 I SSIay� Designed By Drawn By Checked By � THE CENTERLINE OF DIAZ ROAD alv TANGENT b R. q l AR❑ AR❑ JG RECOMMENDED BY+ CITY ❑ T E Drawing No, CL Contractor`' �N AL AL M❑GHA , PRINCIPAL NG ENGINEER .� ~° M E C U L A DEPARTMENT OF PUBLIC WORKS /SECTION BETWEEN STA 1+23.15 AND STA 17+57.79 Horizontal•�� v �, BEING N18026'21"WAS SHOWN IN BOOK 1 OF PARCEL ,�, �-- Inspector MAPS AT PAGE 96 ON FILE WITH THE COUNTY N/A No. 59602 -� ACCEPTED BY= - DATE, 7-44-PEW R F r a PROJECT NO. PW05-06 � 6j RECORDER'S OFFICE. Exp. 12�-31-07 � D a t e ��• 4a:!?q0 '�"� 0 Date Cwoeted Vertical AV IN R. ❑DVI R D ILLIAM G. HUGHES PAVEMENT REHAB PROGRAM - FY 2005106 � `�l Cxvi�. DIRECTOR ❑F PUBLIC W❑RKS/CITY ENGINEER [L N/A F 4F CA1.1`�q R,C,E. NO, 59602 Expires 12--31-07 R,C,E, No, 36617 06-30-06rr; :iasa ❑IAZ ROAD %. Expire Sheet of � SUMMARY OF QUANTITIES �- PAVEMENT DELINEATION "�7 �9 LKUSION AN10"J' SEDIM"ENT CONTROL NOTES .: FILTER FABRIC FIBER ROLL 1. INFORMATION ON THIS PLAN IS FOR EROSION PREVENTION AND SEDIMENT CONTROL ONLY. THESE NOTES ARE COMPREHENSIVE AND SHOULD BE APPLIED ACCORDING SIDEWALK TO THE SITE-SPECIFIC CONDITIONS FOR EACH INDIVIDUAL PROJECT. THE DISCHARGER IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF A COMBINATION GRAVEL OF EROSION AND SEDIMENT CONTROLS BY OCTOBER 1 ST OF EACH YEAR FOR ALL APPLICABLE SOIL-DISTURBING ACTIVITIES (CLEARING, GRADING, EXCAVATION AND BAG ROADWAY ON ALL EXPOSED SLOPES THROUGHOUT THE ENTIRE SITE, THE DISCHARGER IS ALSO RESPONSIBLE FOR ANY DISCHARGES FROM SUBCONTRACTORS. 2. STORMWATER RUNOFF SHOULD BE FILTERED PRIOR TO DISCHARGING TO A STORMWATER CONVEYANCE SYSTEM (NATURAL WATERCOURSES, STREETS, FLOW-LINES, -------- DRAINAGE INLETS, ETC.). ALL NON-PERMITTED DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORMWATER CONVEYANCE SYSTEM YEAR-ROUND. CURB --- -�_____ -___�__��__�_�_ CURB & CURB & OPENING T GUTTER GUTTER 3. DISCHARGER CONTACT INFORMATION: �--�-- SIDEWALK D (RESPONSIBLE PERSON) (COMPANY) (24-HOUR PHONE NUMBER) OVER I S E . IF SOIL DISTURBANCE MEETS OR EXCEEDS ONE ACRE, THE SITE MUST BE COVERED UNDER THE STATE GENERAL CONSTRUCTION PERMIT, A NOTICE OF INTENT NOI SECTION D - D DRAIN ( ) N.T.S. GRAVEL BAG MUST BE FILED WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB), A WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER SHALL BE PROVIDED TO THE CITY, AND A STORMWATER POLLUITION PREVENTION PLAN (SWPPP) SHALL BE IMPLEMENTED THROUGHOUT THE DURATION OF THE PROJECT AND BE READILY FIBER RO AVAILABLE ON SITE TO CITY AND STATE INSPECTORS. A SWPPP TEMPLATE CAN BE DOWNLOADED FROM THE CITY'S WEB SITE AT www.ci oftemecula.or UNDER NPDES . RMATION. , .. _,.._ ...........,,._.-... FI LTER F RIC 5. DURING THE RAINY SEASON (OCTOBER 1 - APRIL 30), THE DISCHARGER SHALL MAKE AVAILABLE, AS NECESSARY, EQUIPMENT AND WORKERS FOR EMERGENCY WORK TO PROTECT THE SITE. ADDITIONAL EROSION AND SEDIMENT CONTROL MATERIALS SHALL BE STOCKPILED AT VARIOUS LOCATIONS THROUGHOUT THE SITE FOR D D IMMEDIATE IMPLEMENTATION. ' STACKED GRAVEL BAGS 6. ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED, RESTORED, REPAIRED, OR MODIFIED REGULARLY THROUGHOUT THE SITE TO PROTECT DOWNGRADE TWO (2) COURSES P RMITERS, ADJACENT PROPERTIES, ENVIRONMENTALLY SENSITIVE AREAS, AND ALL PRIVATE AND PUBLIC STORMWATER CONVEYANCE SYSTEMS. IF ANY EROSION OR STAGGERED SEDIMENT CONTROLS FAIL DURING THE RAINY SEASON, MORE EFFECTIVE ONES WILL BE REQUIRED IN THEIR PLACE. 7. DURING THE RAINY SEASON, CLEARING SHALL BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADING. A COMBINATION OF EROSION AND SEDIMENT CONTROLS SHALL BE IMPLEMENTED IN AREAS THAT HAVE BEEN CLEARED. 8. DURING THE RAINY SEASON, EROSION CONTROL FOR GRADED SLOPES SHALL INCLUDE 100 %VEGETATIVE COVERAGE WOOD MULCH, UCH, STAPLED OR PINNED BLANKETS (STRAW OR COCONUT), PLASTIC SHEETING (10-MIL), POLYPROPYLENE MATS, OR OTHER MEASURE APPROVED BY THE DIRECTOR OF PUBLIC WORKS. FOR SPRAY-ON CONTROLS, ONLY BONDED AND STABILIZED FIBER MATRIX PRODUCTS WITH MINIMUM APPLICATION RATES OF 3500 LB/ACRE AND 10 GAUACRE, RESPECTIVELY SHALLEar- D " -T IL BE USED FOR GRADES OF 4:1 AND GREATER. JUTE NETTING SHALL NOT BE USED AS A STAND-ALONE EROSION CONTROL. IF HYDROSEEDING IS IMPLEMENTED, THE A IJF= TAI APPLICATION MUST ALLOW SUFFICIENT TIME FOR ADEQUATE SEED GROWTH. INACTIVE GRADED PADS SHALL BE PROTECTED WITH ACRYLIC/LATEX POLYMERS SOIL STABILIZERS, FIBER MATRIX, OR OTHER MEASURE APPROVED BY THE DIRECTOR OF PUBLIC WORKS. FIBER ROLLS AT CURB OPENING GRAVEL BAGS AT OVERSIDE DRAIN 9. SEDIMENT CONTROLS SHALL INCLUDE DESILTING BASINS, GRADE BERMS, FIBER ROLLS, SILT FENCES, GRAVEL-BAG CHEVRONS (3/4" GRAVEL), CHECK DAMS, DRAINAGE INLET PROTECTION, ETC, N .T.S. N .T.Q. I.ALL ON-SITE AND OFF-SITE FLOW-LINES (V-DITCHES, BROW-DITCHES, TERRACE DRAINS, RIBBON GUTTERS, CURB GUTTERS, ETC.) AND DRAINAGE INLETS SHALL BE FREE OF SEDIMENT, CONSTRUCTION MATERIALS, CONSTRUCTION WASTE, MISCELLANEOUS DEBRIS, AND DETERIORATED EROSION AND SEDIMENT CONTROLS AT ALL TIMES. r 11.CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WATER-TIGHT BINS. WIRE MESH TRASH RECEPTACLES WILL NOT BE ALLOWED. WASH-OUT STATIONS SHALL BE PROVIDED FOR CONCRETE, PAINTS, AND STUCCO AND SHALL BE LINED WITH PLASTIC AND LOCATED AWAY FROM STREETS, SIDEWALK I RIGHT-OF-WAYS, AND DRAINAGE INLETES. PRIOR TO ANY FORECASTED RAIN, BINS AND WASH-OUTS SHALL BE COVERED WITH A LID OR PLASTIC TARP PREVENTING .�ANY OVERFLOW INTO THE DRAINAGE SYSTEM. SPILLWAY OPENING TWO (2) COURSES� ONE (1) BAG WIDE STAGGERED 12.CONSTRUCTION ACCESSES SHALL BE STABILIZED WITH A COMBINATION OF GRAVEL AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK-OUT ONTO STREETS. FOR RESIDT o p� SINGLE COURSE E NTIAL IAL DEVELOPMENTS WITH STREET GRADES EXCEEDING 2 /o, INDIVIDUAL DRIVEWAYS SHALL ALSO BE PROTECTED WITH GRAVEL TO PREVENT TRACK-OUT �- ONTO INTERIOR STREETS. GRAVEL SHALL ALSO BE PLACED ON DRIVEWAYS THAT ARE USED TO ACCESS INDIVIDUAL LOTS. ROUTINE STREET SWEEPING SHALL BE J�O PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPERS BECOME INEFFECTIVE. -- - -- --- ---- ___ _-- CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS. HOWEVER DRAINAGE INLETS SHALL BE PROTECTED EP -TO FILTER THE WASHWATER. SECTION G G 3.SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS, CHEVRONS, SILT FENCES, DESILTING BASINS, STREETS, ON-SITE AND OFF-SITE FLOW LINES, N.T.S. 0 • RADIENT DRAINAGE INLETS AFFECTED BY A DISCHARGE FROM THE SITE, AND OTHER PRIVATE AND PUBLIC STORMWATER CONVEYANCE SYSTEMS PRIOR TO ;- D AFTER EACH STORM EVENT. FOR RESIDENTIAL DEVELOPMENTS, SILT FENCE SHALL BE INSTALLED ALONG INTERIOR STREETS AND COMBINED WITH GRAVEL-BAG RM --- --- --- — — — — --- 0, OR SILT-FENCE-CHEVRONS INSIDE THE SIDEWALK RIGHT-OF-WAY, WHERE APPLICABLE. A i 14.DESILTING BASINS SHALL BE CONSTRUCTED AT THE START OF ALL GRADING OPERATIONS AND SIZED ACCORDING TO THE STATE GENERAL CONSTRUCTION PERMIT FIBER ROLL BARRIER DIKE OPENINGQ- 0) 0 CUBIC FEET OF STORAGE PER ACRE DRAINED), EVEN IF THE SITE DOES NOT REQUIRE COVERAGE UNDER THIS PERMIT. WATER SHALL BE FILTERED AND DRAINED STAKE AND OVERLAP 6" CF AC DIKE 0 c5 a� FROM THE BASINS BETWEEN STORM EVENTS. w � Q'a 15. STORMWATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWNDRAINS INSTALLED. TEMPORARY EROSION AND SEDIMENT Q � CONTROLS ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. FIBER ROLLS SHALL BE INSTALLED IN q) C) INCREMENTS OF 10 FEET MEASURED VERTICALLY ON THE FACE OF SLOPE FOR GRADES OF 3:1 AND GREATER IN COMBINATION WITH FIBER MATRIX PRODUCTS OR �n SILT FENCE SHALL BE INSTALLED AT THE TOE OF ALL EXPOSED SLOPES 3' OR MORE IN HEIGHT. Ca 16.MATERIAL STORAGE AREAS SHALL BE ESTABLISHED. FUEL TANKS, PORTABLE TIOLETS, LIQUIDS, GELS, AND POWDERS SHALL BE STORED AWAY FROM STREETS, �.. SIDEWALK RIGHT-OF-WAYS, AND DRAINAGE INLETS AND SHALL HAVE SECONDARY CONTAINMENT. STOCKPILES OF SOIL HALL BE �' -0 S PROTECTED PRIOR TO A FORECASTED RAIN. D CD 17.ALL PORTABLE MIXERS SHALL HAVE PLASTIC UNDER-LINERS TO CONTAIN SPILLAGE. GRAVEL BAGS SHALL ALSO BE PLACED ON THE DOWN-HILL SIDE OF THE LINERS TO CFZE K in CONTAIN DISCHARGES. GRAVEL BAG BARRIER i A .THE DISCHARGER SHALL PROPERLY POST AND SECURE SITE AREAS WHERE IMPOUNDED WATER, DUE TO EROSION AND SEDIMENT CONTROL DEVICES OR ANYTHING U CREATES A HAZARDOUS CONDITION TO THE PUBLIC. HOWEVER, EMERGENCY ACCESSES SHALL BE MAINTAINED AT ALL TIMES. �, 19.NO OBSTRUCTIONS, OTHER THAN SEDIMENT CONTROLS, SHALL BE ALLOWED AT ANY EXISTING PUBLIC, DR PRIVATE, STORMWATER CONVEYANCE SYSTEM, UNLESS TEMPORARYDE AILADEQUATE DR PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED BY THE DIRECTOR OF PUBLIC WORKS TO CARRY SURFACE WATER TO THE r �� NEAREST PRACTICAL STORMDRAIN OR NATURAL WATER COURSE. DETAIL G N d .FILL AREAS SHALL HAVE EROSION AND SEDIMENT CONTROLS IMPLEMENTED WHILE BEING BROUGHT UP TO GRADE. THESE MEASURES INCLUDE: TEMPORARY � A FIBER ROLLS AT CREEK INLET • DOWNDRAINS (PIPES OR PAVED DITCHES WITH PROTECTED OUTFALLS ; EARTH BERMS AT THE TOP OF SLOPES; VEGETATION; MULCH; G RAVEL. BAG BARRIER F�R DIKE �F'ENIN+� ) CH, FIBER MATRIX PRODUCTS, %o C3 DING AREAS; CHECK DAMS; FIBER ROLLS; GRAVEL BAGS AROUND DRAINAGE INLETS; AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM N .T.S. Ln N.T.S.THE EDGE of THE TOP of sLOPEs. C3 �. 21-SLOPE PROTECTION MUST BE IN PLACE DURING THE RAINY SEASON PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY TO PREVENT EROSION. 0 DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES TO THIS PLAN. THE DEPARTMENT'S APPROVAL OF THIS PLAN DOES NOT RELIEVE THE L� DISCHARGER FOR L CORRECTIONS OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. .L d SPECIAL NOTE: ALL STAGING AND STORAGE SITES SHALL EMPLOY SECONDARY CONTAINMENT. A 4 9 TICE TO T11E 14S B111L 1"r 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 A VAILABL E RECORDS. APPROVAL OF THIS d °- BEFORE DAYS BEFORE PLAN BY THE CITY OF TEMECULA ODES NOT CONSTITUTE A REPRESENTATION AS T DA TEO THE � w YOU DIG DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND RCE EXP. RENEWED BY In TOLL FREE 1--800-227�-2600 CD UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS ''Ala A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF o 3 RECORD OR SHOWN ON THIS PLAN. INSPECTOR DA IE in CONSTRUCTION RECORD DATE BY REVISI❑NS ACC'D DATE BASIS OF BEARING SCALE SEAL: �F ES�1 Designed By Drawn By Checked By AR❑ AR❑ AL REC❑MMENDED BY. DATE:THE CENTERLINE OF DIAZ ROAD ON TANGENT c�� a R. p yql E [IFDrawing No. CL Contractor SECTION BETWEEN STA 1+23.15 + ` v� AL �y ALD LICITR ASSOCIATE E � CITY DEPARTMENT ❑F PUBLIC WORKS ENGINEER �5 9 Horizontal ,�� f' � (n Inspector BEING N18°26'21"W AS SHOWN IN BOOK 1 OF PARCEL �7a MAPS AT PAGE 96 ON FILE WITH THE COUNTY N/A No, 59602 •. ACCEPTED BY, DATE= � G-0G '� PROJECT NO, PW05-06AMMIL RECORDERS OFFICE. Ex , 12-31-07 4 Z�06ml Q WILLIAM G. HUGHES C Date Completed ES(; C3 Vertical *� p AVLIN R. ❑DVIA o. WILLIAM OF PUBLIC W❑RKS/CITY EN PAVEMENT REHAB PROGRAM - FY 20$5/06 ° I,�r� CjVI� 0�� ENGINEER � w � N/A OF CA�l� R.C.E. NO. 59602 Expires 12-31w-07 R,C.E, No, 36617 Ex fires= 06--30-06 esa::= DIAZ ROAD � Rom. 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PW05-06 ESC••2 0 RECORDERS OFFICE. Date WILLIAM G. HUGiES Vertical A R.•DO IA PAVEMENT REHAB PROGRAM - FY 2005/06 a �a caprka � E>�. 12-31-07 � �d. I4 2: � •'�I DIRECTOR DT PUBLIC WORKS/CITY ENGINEER _ N/A EAUA� R.C.E. No. 5%02 Expires 12-31-07 R.C.E. No 3660 Expt P4 0611m30 06 'hel 19„T19 EROSION & SEDIMENT CONTROL i