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HomeMy WebLinkAboutAs-Builts GENERAL NOTES Z"N 1 . A NO--FEE CONSTRUCTION PERMIT IS REQUIRED FOR THE PRIME CONTRACTOR Y 0 F TEML %z000f uA PERFORMING THE WORK SHOWN ON THESE PLANS. THE PERMIT CAN BE OBTAINED AT THE CITY OF TEMECULA PUBLIC WORKS DEPARTMENT, 43200 BUSINESS PARK DRIVE, TEMECULA, CALIFORNIA. WORv&3p' 61N 2. THE CONTRACTOR SHALL GIVE THE CITY INSPECTOR OR PROJECT MANAGER ATD'JL":$ .'L'm4" I-AIRF"I"MffL" NO"JmLm" Fu, BLIU'0� ' LEAST 48 HOURS NOTICE PRIOR TO COMMENCING WORK. ANY WORK DONE WITHOUT PROPER INSPECTION WILL BE SUBJECT TO REJECTION. FOR INSPECTION, CALL 951 —694-641 1. r%I 1- w lu urn I 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION "THE GREENBOOK", CALTRANS STANDARD SPECIFICATIONS AND PLANS, THE CITY OF TEMECULAAr STANDARD DRAWINGS, AND THE PROJECT SPECIFICATIONS. ,xA N "%'O� W A'ON A N Yk j A 4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY INCONSISTENCIES M'1" UL)_wAKjj KAIL IN BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. 5. THE ENGINEER SHALL BE NOTIFIED OF CHANGES OR ADDITIONS THAT ARE TO BE 1"'k 1 r S T.a4 L L I%fa W"4j'N & E LAL; t ENT MADE PRIOR TO INSTALLATION. NO DEVIATION FROM THESE PLANS IS PERMITTED WITHOUT APPROVAL OF THE ENGINEER. 6• IMPORTANT NOTICE: SECTION 4216/4217 OF THE GOVERNMENT CODE `W 1' 2ws18 R 0 j N REQUIRES THAT A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A 00 "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER, All x F 0m445yo"4k (016) CALL UNDERGROUND SERVICE ALERT AT 1 --800-422-4133 'THREE WORKINGQrr DAYS BEFORE YOU DIG. AL I -A2; 1% N 0 "0 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES. FOR LOCATION OF UNDERGROUND UTILITIES, OR FOR EMERGENCY ASSISTANCE, CONTACT THE INDIVIDUAL LISTED IN THE AGENCY INDEX. 1.0 8. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND FACILITIES AS SHOWN ON Ac ;`r S`° A,, ", ' ` � ITEMS F WORK: THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING FACILITIES, EXCEPT AS SHOWN. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY ITEM N0. ITEM DESCRIPTION QUANTITY UNIT MEASURES TO PROTECT ALL SUBSTRUCTURES WHETHER OR NOT SHOWN ONfi . THESE PLANS. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND } ` 1 ENGINEERING CONSTRUCTION 1 LS LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF SURVEYING d CONSTRUCTION TO PERMIT REVISIONS TO THESE PLANS WHEN NECESSARY. THE OF REPAIR OR REPLACEMENT OF SAID SUBSTRUCTURES SHALL BE I MOBILIZATION/ EXPENSE �` `� BORNE BY THE CONTRACTOR. ' 1 �' y 2 1 L5 y DEMOBILIZATION ' 9. ALL UNDERGROUND UTILITIES TO BE CONSTRUCTED WITHIN THE STREET ` I � , n �, , 3 CLEARING & GRUBBING 1 LS RIGHT—OF—WAY SHALL BE INSTALLED, CONNECTED, AND TESTED PRIOR TO CONSTRUCTION OF ANY CONCRETE CURBS, CROSS GUTTERS, OR ASPHALT ' . ` t 4 REMOVE METAL BEAM 1 ,900 LF CONCRETE PAVEMENT. yy GUARD RAIL pp ,I( �1�� 1i' UI I�r�ppe� t NN QF� S ` .1.N 10. ALL TRENCHES SHALL BE COMPLETED IN ACCORDANCE WITH CITY OF TEMECULA STANDARD DRAWINGS NUMBERS 407 AND 407A, 5 METAL BEAM GUARD RAIL 4,800 LF } 1 1. THE STREET STRUCTURAL SECTION (S) WAS DESIGNED IN ACCORDANCE WITH 6 TERMINAL SYSTEM 6 EA THE PROJECT SOILS REPORT. PRIOR TO PREPARING THE SUBGRADE TO " (TYPE SRT) RECEIVE BASE MATERIALS, THE CONTRACTOR SHALL PROVIDE THE ENGINEER THE OPPORTUNITY 'TO EVALUATE THE SUBGRADE MATERIAL AND REVISE 'THE i. 7 CLASS I DELINEATOR (TYPE F) 230 EA STRUCTURAL SECTIONS IF NECESSARY. '12. ALL PROPERTY CORNERS SHALL BE UNDISTURBED BY THE CONSTRUCTION OF ,1pQ,, w� 8 'TRAFFIC CONTROL 1 LS THE IMPROVEMENTS OR THEY SHALL BE RESET AT THE CONTRACTOR'S EXPENSE. Pi'� ¢ e�X}�„ 7 1?, ,a i iY Fl 1L:d r+Ii� C ii�r;. ''iT I it tui!.w�s.P I�9i awii?�`ai � ', I,,.•gy.�4,}, .I .Stu )'.,�d Ja,CB!.:e l �a�,�.,:.sAV><r'i�s 13. ALL SLOPES SHALL BE ROUNDED INTO EXISTING TERRAIN TO PRODUCE A CONTOURED TRANSITION FROM CUT OR FILL TO THE NATURAL GROUND ' k "' `''" "' ABUTTING THE SLOPE. 14. THE FACES OF CUT AND/OR FILL SLOPES SHALL BE PREPARED AND z F AGENCYINDEX: MAINTAINED TO PREVENT EROSION. - '' ADELPHIA SOUTHERN CALIFORNIA GAS COMPANY 15. ALL SLOPES STEEPER THAN 4:1 HORIZONTAL TO VERTICAL SHALL BE �' ' CONTACT: MIKE PAGANO (951) 766-4270 CONTACT: TONY BARROZO (909) 335-7582 HYDRO—SEEDED WITH AN EROSION CONTROL MIXTURE SUBJECT TO THE AT&T TIME WARNER TELECOMM APPROVAL OF THE ENGINEER (UNLESS SUPERCEDED BY AN APPROVED EROSION CONTACT: RUBEN MARTINEZ (714) 963-6793 CONTACT: MIKE LONG (925) 953-7093 � `� CONTROL, LANDSCAPING, OR MITIGATION PLAN). PRIOR TO INSTALLATION, ALL , LEVEL 3 COMMUNICATIONS VERIZON CUT SLOPES SHALL BE SCARIFIED OR RIPPED HORIZONTALLY TO A DEPTH OF CONTACT: KEITH OSBORN (720) 888-2774 CONTACT: RUSS FREAR (951) 929-9436 THREE TO SIX INCHES, SBC / PAC BELL WILTEL COMMUNICATIONS 16. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE CONTACT: SANDY WALTER (949) 855-5091 CONTACT: JIM SILVIA (951) 258-6628 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE ABBREVIATIONS LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, ITS OFFICERS, OFFICIALS, EMPLOYEES, AGENTS, To Riverside VOLUNTEERS AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL To Hemet NOT TO SCALE......................................... NTS OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS To Corona ORIGINAL GROUND..................................... OG PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CITY OR THE ENGINEER. RIGHT OF WAY.......................................... /W -- 17.A SET OF AS BUILT DRAWINGS MUST BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER PRIOR TO ACCEPTANCE OF THE IMPROVEMENTS, METAL BEAM GUARD RAIL......................... MBGR Temec, o EDGE OF TRAVEL WAY.............................. ETW PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: V DR CT LEGEND 'THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES, LINES OR STRUCTURES SHOWN ON THIS PLAN WERE OBTAINED BY A SEARCH OF MBGR AVAILABLE RECORDS. TO 'THE BEST OF OUR KNOWLEDGE THERE ARE NO 0 �� EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. _ rr R/W T TELEPHONE L CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR -- VERIZON ALL -- -- - -— CATV CABLE (ADELPHIA) RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL ...ti ; EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS G - GAS (SCG) PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH 't. FO FIBER OPTIC (AT&T, LEVEL3, SBC/PAC BELL, TIME WARNER, WILTEL) ' THE "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS." `4' TETRA TECH, INC. SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE INDEX TO PROJECT DRAWINGS 12! CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH 'THE "OCCUPATIONAL -' SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR T ION WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS To Son Diego /� SHEET NO, DESCRIP CONSTRUCTION SAFETY ORDERS." � r 1 TITLE SHEET THE CONTRACTOR SHALL ASSUME HESOLE AND COMPLETE COURSE OF CONSTRUCTION ILITY T S FOR PROJECT SITS JOB SITE CONDITIONS DURING2 NOTES & TYPICAL SECTIONS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 3--5 LAYOUT SHEETS U WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND r HOLD TETRA TECH, INC. THE CIVIL ENGINEER HARMLESS FROM ANY AND ALL �/► /� 6 TRAFFIC HANDLING PLAN `, LIABLILTY , REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF V MINI T T MAP WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NO SCALE NEGLIGENCE OF TETRA TECH, INC. 0' r) C`J CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SEAL: �ESS� PLANS PREPARED BY: DESIGNED BY DRAWING NO. N SCALE �o o CITY OF T MECU A DEPARTMENT of PUBLIC, WORK s BEARING 5HOWN HEREIN ��ppP ANO���% TETRA T CH, INC. CC RECOMMENDED BY: _ DATE:4011 THE BASIS Of s coNrRAcroR ARE BASED UPON THE BEARING HORIZONTAL �`� °� �' INFRASTRUCTURE SERVICES GROUP DRAWN BY ��.� cn N 57'55'45" W AS SHOWN ON THE Q; No. 53893 m 162�1 LAGUNA CANYON ROAD, sulrt as „�. _- �� RAINBOW CANYON ROAD T-1 C CENTERLINE OF HIGHWAY NO. 71 PER Exp. 12-31-05 IRVINE, CALIFORNIA 92618 MAM ACCEPTED BY- DATE: Z V WILLIAM G. HUGHES q4^ -^ "�I"�� SHEET ' INSPECTOR TRACT NO. 3552 MB.56 PAGES 63 THRU VERTICAL J� C�V��. ��� CHECKED BY pIRECTOR OF PUBLIC WORKS/CITY ENGINEER � ' -'-- � 66, RECORDS OF RIVERSIDE COUNTY, �r� PROJECT NO. PW42�-15 CL ` F 13 CALIFORNIA. CF CA�� R.C.E. NO ra 198a." SHEET OF DATE COMPLETEDcr KEKOA ANDERSON RCE 53893 HYO 3661� EXPIRES: --_� o�/ a�os - ' �., FEDERAL PROJECT' NO. STPL..HO-5459(0"16) Y ,. JI '1.n 1! ,. �... ,ai � .� :., �,.... �; ai .. :.'yr r .. - vw•:mr: qy t t a r X �r r. k „ r i f i , r „ r' r I t ) ,I X , a d 0 I T I r 1 , + i 1 i �•t a f , r y 1 C 1, , , I, y y� P' i p 1: ruh , f yr 1 ++ n y W r': M' l i 6 yl , 9' q k S r 1 I �n" , t. A jr r 6 a I` y� K' r 1 c, i. •5" 3 i dr r C ; �r I r r d, f r 6 x. Vh a�1 1f ., J ! ta. Y• q 1 M I b I I I nY , I , r. F A• f '1 yy Y C' u • m 1' r. ! 1 i. 'R i r: > r J � r n ' �. qq r i { u r t ) S f 1 p B. y,n , r.. 8, y. , N r a rr i yqy k yy r�p PG ✓7' m r F•6 yy��R �7 �y� C f S T t G y ,d d 'q1 Vrv< wl , i a• I w � � a .a M, f 1 6 4, { n , a nT r r r' S 1 r 7" �e I. fv. , C I , , r } r, , = lei r. , k la vok 1plwk A Wa Af r r h�i a , x �3 , u ; , , • it is�F it Y i F „1 , Y �t Y 1 r r � J N 51 INDEX fvlqAP_ NO SCALE 0 RECORI) R/W 500 5©' I I ETW r a ETW ' CONSTRUCTION NOTES_ 16 •--�5 1 � —25 VARIES VARIES LANE LANE INSTALL METAL BEAM GUARD RAIL (MBGR) PER f CALTRANS STANDARD PLAN A77A VARIES INSTALL TERMINAL SYSTEM (-TYPE SRT) PER -- I CALTRANS STANDARD PLAN A'77L C REMOVE METAL. BEAM GUARD RAIL OG I LEGEND MBGR OG RfW 1 TELEPHONE (VERILON) CABLE (ADELPHIA) I \ GAS (SCG) FIBER OPTIC (AT&T, LEVELS, SBC/PAC BELL, TIME WARNER, WILTEL) w 'A y RAINBU UA N N FROM STA 37-1-50.00 TO s-rA 87-1-70.00 NO SCALE FESS� ` PLANS PREPARED BY: D SIGNED BY � .,._ . .W., CONSTRUCTION RECORD DATE BYREVISIONS Acc:'D DATE BASIS of BEARING SEAL: ---�- `" F DRAWING NO. SCALE o, CITY TEMEC"'ULA DEPARTMENT OF PUBLIC WORK - a` ANj))' `� "� "'�, "�� {�. cc REcoMMEIJDED ®Y: DArE: " .....__._. THE BASIS OF BEARING SHOWN HEREIN �� o ,� c� , ���� CONTRACTOR- ARE BASED UPON THE BEARING HORIZONTAL �—�' =� °� � INFRASTRUCTURE SERVICES GROUP _..__ -- --- __... _. ..._.._.._.. z DRAWN BY , 1 4ROAD, � YT 0 Na. 538�3 �_. i LAGUNA�culva� e.Al�wr�at� SUITE _aa PJ 57 55 45 WAS SHOWN ON THE � ._ Exp, 12--31-Oa !RVINE, CALIFORNIA �.�2618 ACCEPTED BY. m,...w_�_.. �___. DA'�E: ._ •'�f• ' `- RAINBOW CANYON' ROAD ���"�.�. CENTERLINE OF HIGHWAY NO. 71 PER MAM INSPECTOR s4r � __ �, � WILLIAM G. H�GHES �W TRACT Nt7, 3552 MB.56 PAGES 63 THRU 1. ,� �- - �' � � - SECTIONS ---- 66, RECORDS OF RIVERSIDE COUNTY, VERTICAL ��l C �e�' '" CHECKED BY DIRECTOR of PUBLIC W©RKS/CITY ENGINEER �., ?a PROJECT CALIFORNIA.. -.�� GA�-� �, �- R.C.E. NO. EXPIRES: �,��,•.•i�se.'�- , _ W. DATE COMPLETED- KEKOA ANDER�OP`J R�.E �3893 HYO ass 1 os 3O as • . FEDERAL PROJECT NO. TPUIG-64590 0) SHEET 2 OF � . / law r I " { C ANY (51 ; i " t ; Ci /.`C, O +a's t!a _C `R" lIN6 oA - J ' SID " 4 � � . N,,302`1-"E A ,, 2.�sQII- _.__ _,,,•,_..-� �;.; G1 tCn� \35S f. 4,. ��-/�: .� pie, F0- _ W _ 4j.+jCR4 QC ,. .T , r , � ' p •..r 'IN 2 /_FO -- -� � 4 FOG rc / T _ 15 x t ;1 Apt d CONSTRUCTION NOTES O INSTALL METAL BEAM GUARD RAIL (MBGR) PER CALTRANS STANDARD PLAN A77A INSTALL'4p O CALTRANS STANDARD PUN A SRT) PER 77L sy mtis - O REMOVE METAL BEAM GUARD RAIL LEGM wWr - IN - ^ Z„ MBGR 7 1 - - R/W TELEPHONE (VERIZON) k" 4ial pp -- CATV CABLE (ADELPHIA) - - V' r y 9G'-4 --G -_- . GAS (SCG)� O Cd - FIE -- FIBER OPTIC (AT&T, LEVEL3, SBC/PAC BELL, TIME WARNER, WILTEL) CURVE DATA R Q L T r \ � ` +90 d EON 1 300.00• IV27,50• B6.21'' 73.55• =�#� ,,, G LFO-- AEO. z 300.00 tezr54• es.zr 89.92' cF \ c\` fp F 3 270.003 33022'100 153.52' 99.92' o 1 I - Q 4 270.00' 3Y'34'4Y 153.32' 79.90' N � 1 W/ i -_ _ _ _ (n 5 2J0.00' 37'59'42• 152.52' 79.18' 53=�f -I -_FO f/� 9 113.00' 51022'38' 101.33' 34.35' FE ' - r I - - 7 140.00' 45'14'39" 115.29, 50.84' _ lLILIA� Y. In J (LL 5 345.00' 41444'22" 251.33' 131.53' r " '1' �. n' _ 0) 9 330.00' 10.41'430 $1.50' 30.99' 10 315.00' 15'270230 95.791 43.15' V .p "� 11 A _ . 319.00' 33'22'10• 155.21' 95.31' �, /r "i .,��.: . '� G'S a,. a 12 190.00' 30'19'400 _95.23' 4&76' Q O � � r j « ,,1� 13 256.00' 41'53'10• 187.19' 95.00' $ CA V -.y' 'r• ,nr 14 90.00' 53'00'32" 53.27' 44.88, 2 15 114.00' 47'14'450 94.00' 411M g - 18 270.00' 44'36'OY 210.17' I r 8 CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SEAL: PLANS PREPARED BY DESIGNED BY DRAWING NO. o SCALE RRo1E6sNq O ' _ CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS _ THE BASIS OF BEARING SHOWN HEREIN a`r� M A r" �TRA TES y +• CC RECOMMENDED B�': OATE. CONTRACTOR ARE BASED UPON THE BEARING HORIZONTAL • INFRASTRUCTURE SERv1CL5 OROIN DRAWN BY 91Jx1YL _ N 57.55'45• W AS SHOWN ON THE >� � 1fi 4t RAINBOW CANYON ROAD ST-3 - - - CENTERLINE OF HIGHWAY NO. 71 PER 1 =40 '� Em. 12-71-05 $' iRmvE. rauv..cuw 92610 CC ACCEPTED BY: DATE: 9.t1 .. "'L""" G. HUGHES STA 36+00 TO STA 54+00 TRACT N0. 3552 1856 PAGES 63 THRU it DIRECTOR or PUe WaMS/Cm ENGINEER 66. RECORDS Of RIVERSIDE COUNTY, VERTICAL i�rF CrtiV` � CHECKED BY � � " PROJECT NO. PW02-18 CALIFORNIA. KCAL" R.C.E. NO. 36617 EXPIRES: ce/w/06 q;� SHEET $ OF 8 >ir. couPLnfD - KEKOA ANDERSON E'CE 53893 H70 �-_% FEDERAL PROJECT NO. 3TPLH(3-5459(018) 1 Ithl ..:'•^'T y.I i if t 4+ - aa 0 ' RAINSoyv lee r Y. y{' y t , o- Y ?- fee I'lle -T G ;,.. _-- - _ _ - __ - - _ Fo ll G , �. _ G _(� _ _ , 'a:i1`. 1� � .a. :� LL� _ I eT N< SIM Or W J - -- --_ _ - - - --~-'n _ D � ii >>#i / 3 - - - Fo- - _F :"c �� -- CONSTRUCTION NOTES a{ hi'' ..` ^♦ i `at(''' "� ' x r+ F�.'' .d `_{`V`_ * . 14,�,,`� rA t,�W�Ai. •. 1 , '. ....^ r + INSTALL S (MBGR)114 PER CAIRAN STANDARD PUN A77AAcA oW 0INSTALL TERMINAL SYSTEM (TYPE SRT) PER CAI TRANS STANDARD PLAN A77L 68+91.81 EC_ v . `" ® O REMOVE METAL BEAM GUARD RAIL 3 r f s.� 6851 966 Ss'-. 4 EC_ 4011 4a. 56.64' - I Fljr � N 2036'00" W • R LINES killR.4e',E I & / r k+ / ,a -ir 69+413.a5_Bc ; If1+F , 09 CC.. LEGEND 1 / - / C / - 1 ` � F e`; "�� r III 3T30'28' N v-v-av�� MBGR , • I . F 2 . 4, �r TELEPHONE (VERIZON) l 4f �iIw � 1 . . Fr,Ft CABLE (ADELPHIA) •r Y .,. +' �.d� _Y _ ? ..T - n -- G GAS (SCG) k 0 '� _ dt _ t d i �.. IB.; 0 Lr'U,.a� _„ 6 ytf�' ¢ q j - F❑ - FIBER OPTIC (ATkT, LEVEL3, SBC/PAC BELL, TIME WARNER, WILTEL) C1 , ab � �V 11 J�b-� /u weer 71 Q , ° A � W CURVE i. + ,a 4 1 ': ) e # 1 13 W R Q L T �O ✓� f/'�1 �` ww+ V 1 1200.00' 7-31.42' 157.97' 7E95' 1 elleffellifee, -_ "' g5 .".f ` . GPN ; , 2 950.00' T t Y30' 109.89' 3J.42' o iD -*A-_ _ . .. q a _ : ,., ,,,+,1Sto70+ 3 300.00' 62'12'44' 430.46' 291.76' / r '� " +AI - 4 300.00' 43'53842' 229.93' 120.99' U r F 1 aY,u BC ' 22,88' R! ` RC 2(1 0' 1 } ;; , 5 450.00' 18'52'28' 132.53' 66.75' n 7 ,� 1 : '' If 4 4 • A 6 355.00' 3725100' 200.85' 103.19' 3 It 9 9 S fee Bt0 6 + to 69+77 ` 'rT ' d # " ° ��. I 1 ' 7 1190.00 W23 18 172.74' $6.53 4 d ,,. Q ' , le., +22 45 A 'Y 9 1000.00' 727'S2' 43.01' 21.51' '. } : , "' xwf "{a If * 9 300.008 51.33'69' 270.00' 144.92' , 10 200.00' 14.19'26' 50.00' 25.13' - 11 300,00' 19'11'49' 94.81' 42.89' 12 200.00' 2705*04, 94.54' 48.17' 10 13 300.00' 19'S2'29' 99.35' 44.50, 14 400.00, 11*23,46' 79.56' 32.91, Ie CONSTRUCTION RECORD DATE BY M' s ACC'D DATE BASIS OF BEARING SCALE SEAL. RaO1E6STgw PLANS PREPARED By DESIGNED BY DRAWING N0. THE BASIS OF BEARING SHOWN HEREIN Pao�AW. q,.�7," O TETRA TECH, INC. CC RECOMMENDED B DATE:fT�1/�$ CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS coERRACTOR ARE BASED UPON THE BEARING HORIZONTAL INFRASTRUCTURE SERNCES OR" N 5755'45' W AS SHOWN ON THE Ni. 6JBOS �., 16241 IAGUNA CANON Ro4O. SURE zoo DRAWN BY � CENTERLINE OF HIGHWAY NO. 71 PER 1 =40' V Eq. 12-J1-05 �^ I"W, CALIEORNIA 9261e CC ACCEPTED BY: DATE: RAINBOW CANYON ROAD ST-4 INSPECTax TRACT N0. 3552 MI PAGES 63 THRU VERTICAL sr WILUAM G. HUGHEs STA 54+00 TO STA 72+00 66. RECORDS OF RIVERSIDE COUNTY, eAT CIV1\1 ,/ / --. CHECKED BY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER CALIFORNIA a DAu r FEDERAL PROJECT O. ST O2-18 PLHQ-5459(016) WiE cOMPEErEnR.C.E. N0. Jssn KEKOA ANDERSON RICE 53683 HYO EXPIRES: a/JO/oa �y,�, SHEET 4 OF e v "k, x IPA, 4e 14' 4 IMA > -A ............ 0 FO I XO Al 4 r .4;4 c A; v", V., r u oe �41 e v, 4Pb N + E '4� 0 0 .. ........... V, Ile 71 g1l V N o A0 ip 114 I I A�, A g 4 CONSMFIUCTION AN`vTE'%w n Nw� INSTALL METAL BEAM GUARD RAIL (MBGR) PER CALTRANS STANDARD PLAN A77A INSTALL TERMINAL SYSTEM (TYPE S9'r) PER CALTRANS STANDARD PLAN A77L REMOVE METAL BEAM GUARD RAIL LEG 10......................... ............. MBGR aw"ab oalw*� -Moo" R/W T TELEPI­iONE (VERIZON) 1 CATV CABLE (ADELKHA) G GAS (SCG) F F1 FIBER OPTIC (AT&T, LEVEL3, SBC/PAC BELL, TIME WARNER, WILTEL) All CURVE DATA 0 R L T 1 3 17 55.00' 32*25'00" 200-85' 103.19 4 A�c 2 123,07' 295.00' 45"17'30*' 233.19 S. All 3 240.00' 33"52'05" 141.87' 73.07' 4 220-00' 55*43'53* 213.99' 116.32 5 320.00 72'12'03'0 403.25' 233-35 0 9i'll,�4_1'1�`wll ........... u j 6 350.00' 25*23'21 155.09' 78.84 "V19 1, 'z * m 7 330.00' 19"14'39'0 110.84' 55.95 U) 15 a z WIN wIll a 300-00' 43`3 5 227.85' 119.73' 205.00' 89"09'07" 3118-98' 201-99 b 325-00' 175.44' Ov, q'l .4" ce 00 ------------ ............ ............. ........ ---------- ...... ................... ...... CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BASIS OF BEARING SEAL: PLANS PREPARED BY. DESIGNED BY two a a DRAWING No. DEPARTMENT OF PUBLIC WORKS SCALE -ss/ov ITY 0 F T E U L A N cc RECOMMENDED DAI TETRA TECH, INC. BY- FE: t:P THE BASIS OF BEARING SHOWN HEREIN CONTRACTOR ARE BASED UPON THE BEARING HORIZONTAL INFRASTRUCTURE SERMCES GROUP DRAWN BY No. 53893 162-41 LACUNA CAN'YON ROAD, SUITE 200 N 57*55'45" W AS SHOWN ON THE A NN'S 0�W C A N N F010AD ST-6 (�D Yo 1 )1=401 w DATE: Exp 12-31-05 IRVINE, CALIFORNIA 92618 ACCEPTED BY:— CENTERLINE OF HIGHWAY NO. 71 PER cc INSPECTOR WILLIAM G. HUGHES STA 72"P00 TO STA 190+00 cr TRACT NO, 3552 MB.56 PAGES 63 THRU VERTICAL CHECKED BY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER "wa .01 66, RECORDS OF RIVERSIDE COUNTY, OF CN\�\\lj; PROJECT NO. PW02--18 0- CALIFORNIA. R.C.E. NO 36617 EXPIRES: 06Z30ZO6 S H E ET 0 F DATE COMPLETED KEKOA ANDERSON RCE 53893 HYO FEDERAL PROJECT NO, a"rPUIG-540"'000110) . ................................ .......... ------------ CMS CMS .., n ", ,t,..,�. , " !•.;>..., $'...,:' j "q.,I ,`:3Wr('&' nb" � b i r •P b I r'• W,`yM r Il 0 / yy l , rCR y e I r w 1 IjY I ry , 1 A:•.. r. . x'.r�' .. ti p ''S �xuLp:� n� 5' Ce Off, M�f� />^Sw ,fir '!,. ' , N , I 'r t aIla .uy' '"VA :_p� s,r ' , v' s .f 9 Y' + r 41 i o Pj. 4 pyp'' �i a 5 00dmJ,G"Alf. vi , y JA•. 1 ! N wwuy M. ,: 50' 100' 350' - --------350' - �350' .---- _350' W20-7a� W3--4—� W20--4 ~�~~ CMS� 4J20�-1 -- EP (800 FT) (1500 FT) o ° © ° 0 E3 W3-4 WORK BONE SEE NOTE 3) EP--/ - W20 -1 CMS %"' W20-4 -(1500 FT) (800 FT) 350 350' -- - 350 350 100' 50' RAINBOW CANYON ROIAD 41% , TRAFFlU CONTRO"L T'%y,ffPlkA0;%AAL LA%y- lful40% UT No bCALE 4OW& wam m 42 Rams &MIA& Aft. ar -0 L E(`j EN" D (JIF.NERJOIL o - CHANNEL.IZING DEVICE L ALL TRAFFIC CONTROL DEVICES SHALL CONFORM T❑ THE LATEST EDITI❑N OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES -� CCNSTRUCTI❑N SIGN (MU TCD), THE MUTCD CALIFORNIA SUPPLEMENT, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2, FLAGGERS SHALL BE VISIBLE TO ONCOMING TRAFFIC A MINIMUM DISTANCE OF 150' MEASURED ALONG THE ROADWAY. T - FLAGGER 3, LENGTH OF WORK ZONE SHALL NOT EXTEND BEYOND THE AREA OF WORK SCHEDULED FOR COMPLETION THAT DAY, ` WORK ZONE 4, THE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO ASSURE PUBLIC SAFETY. ` �- 5! ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM VIEW WHEN NOT IN USE, ` - C HANGEABLE MESSAGE SIGN R/W ��e W❑RK H❑URS SHALL BE RESTRICTED -T❑ BETWEEN �3.30 AM T❑ 3�30 PM MONDAY — FRTDAY UNLESS APPROVED OTHERWISE, �`�.� �_.. _. ��.,....__ -50' - I, DRENCHES MUST BE BACK FILLED OR PLATED DURING NON—WORKING HOURS, P000. DIRECTION OF TRAFFIC 8. ACCESS TO DRIVEWAYS WILL BE MAINTAINED AT ALL TIMES UNLESS OTHER ARRANGEMENTS ARE MADE. EP VAR 16' TO 25'---VAR 16' TO 25' EP - 9. THE CONTRACTOR SHALL REPLACE WITHIN 24 HOURS, ALL STRIPING REMOVED OR DAMAGED BY CONSTRUCTION WORK, (STRIPING MAY ONE WAY -� 14 CMS CHANGEABLE MESSAGE SIGN BE REPLACED TEMPORARILY WITH TAPES) � - TRAFFIC ( WORK ZONE MBGR I E P _ EDGE ❑F" PAVEMENT 10, ALL WORKERS SHALL BE EQUIPPED WITH AN ORANGE VEST (❑R A REFLECTIVE VEST AT NIGHT), ALL FLAGGERS SHALL ALSO BE CONTROL EQUIPPED WITH A HARD HAT, STOP/SLOW PADDLE AND SHALL BE -TRAINED IN THE PROPER FUNDAMENTALS OF FLAGGING TRAFFIC, \� OG MBGR - METAL BEAM GUARD RAIL 11, THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC CONTROL DEVICES 24 HOURS PER DAY AND 7 DAYS PER WEEK, SDU BCJU D TIC N NORTHBOUND �� ❑G — ORIGINAL GROUND 12, A MINIMUM OF TWELVE (12) FOOT TRAVEL LANES MUST BE MAINTAINED UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF � I w PUBLIC WORKS, �� R/W - RIGHT OF WAY 1:3, ALL NIGHT WORK WILL REQUIRE WRITTEN APPROVAL FROM THE DEPARTMENT OF PUBLIC WORKS, LANE CLOSURES, ROAD DETOURS, ROAD CLOSURES, AND TRAFFIC SIGNAL MODIFICATIONS ASSOCIATED WITH OVERNIGHT CONSTRUCTION ACTIVITIES WILL REQUIRE WARNING SIGNS BE PLACED AT LEAST ONE WEEK IN ADVANCE OF STARTING CONSTRUCTION, ISkiN LEGEAND 14r MESSAGES ON CMS BOARDS 'T❑ BE DETERMINED AT THE PREC❑NSTRUCTION MEETING! 15, THE CONTRACTOR SHALL POST TEMPORARY 'NO PARKING' SIGNS 24 HOURS PRIOR TO COMMENCING WORK. RAINBOW CANYON. ROAD '-~—_ W20-1 - ROAD WORK 1500 FT 16. ADDITIONAL REQUIREMENTS MAY APPLY. TRAFFIC CONTROL �...__� . W20-4 - ONE LANE ROAD 800 FT TYPICAL SECTW3-4 BE PREPARED TO STOP NO SCALE W20-Ira - FYLAGGER 5 ,y msIZL T" l� NO.rICE TO TWE '' ' �" � ✓ rvvyv .rsvtir 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 BEFORE ��` DAYS BEFORE PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTA T ION AS rO THE RC E EXP. DATE ' CO U D I G You DIG ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND RENEWED BY- TOLL--- FREE UTILITY PIPE OR STRUCTURE WITHIN rNE LIMITS OF THIS PROJECT" THE CONTRACTOR IS UBL ��EE 1 -3O4-2�E� ?ALERT REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF DURATION ❑F� WORK -- 30 WORKING DAYS ,� r-u�uc �ERti'ic�. �Y uNraERGRr+�rr� �E�vErF �L.ERT RECORD OR SHOWN ON THIS PLAN. IIV. f'ECTDR DATE -� CONSTRUCTION RECORD DATE BY REVISIONS ACC D DATE BASIS OF BEARING SEALS Designed By Drawn By Checked By '-• STALE Q�f S�p�, - CITY ___________ _____ - RECOMMENDED B ~- - DATE. T E M E U L A DEAr TMNT ❑ - PUB� c WnI�KSDrawing W "w _..._... R. p� l ARO ARID AM �i� _..--_.-.___.__-._.._..._...___..______._.- Contractor _ ��' L 71 OL H©rrzontal .. ACCEPTED BY; — _DATE '" �' RAINBOW CANYONROAD Inspector No, 59602 rw, _ 04 Exp. 12-31-05 " _ 1 r Do�t� w ._.._ ._._ WILLIAM G. HUGHES TRAFFIC ' LING PLAN. Vertical * AVC.IN R, O VIAR DIRECTOR OF PUBLIC WORKS/CITY ENGINEER _ _.._ �,* � � �- � PROJECT . '1 02wa` e Dote Ca��leted , ,� `�. �r �� .." ' .,. s��o2 i2-3�-os ���i� a6�-�o-o� �r �R�a�� i��y ##�� �y �� Sheet of R,C,E, No, Expires R,C,E, No, Expires, + cr FEDERAL: ROJEC N PUIG-5869(� 6) I ,