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Home My WebLink AboutInfrastructure Street Improvement (ButterfieldStage) GENERAL NOTESBUTTERFIELD STAGE ROAD WIDENING PROJECT SITE 1. The contractor shall be responsible for the clearing of the proposed work area, and WEST SIDE relocation costs of all existing utilities. Permttee must inform the City of construction schedule at least 48 hours prior to beginning of construction. 9 TO TO CORONA H F? N RT JE REZ� LANETATE HI HWAY Phone: (909) 6%-6411 1b S C�lFggN ROAD 2. The developer will install street name signs conforming to the City of Temecula's bt� Standard Nos.403-405. (STAs 9+99.80 TO . '4+76 4 ti 3. All work shall conform with the requirements of the City of Temecula Public Works � �� ► � Department Improvement Standards and Specifications, dated November 1991, and subsequent amendments. NFRASTRUCTURE el UBA 4. It shall be the responsibility of the contractor to notify the engineer, to install street P� a ` Cp►8� o centerline monuments as required by Riverside County Ordinance No.461 (Tracts and Parcel Maps only). RUVENENT PLASANT I AGO RD. C) B 5. It shall be the responsibility of the developer or contractor to apply to the City ofSTREET CD Temecula Department of Public Works for an Encroachment Permit for all work on existing City maintained roads, and for utility work within offers of dedication for public z ,0 Noire.: Pico 0 N= 47y S. All underground facilities, with laterals, shall be in place prior to paving the street THIS PLAN IS NOT APPROVED FOR CONSTRUCTION ` 0 section including, but not limited to,the following: sewer,water, electric, gas, drainage. OF MEANDERING SIDEWALKS SIDEWALKS SHOWN _ . Rp�,D �►�� 7. Curb depressions and driveway approaches will be installed and constructed according HEREON ARE FOR ESTIMATING PURPOSES ONLY.� THE LANDSCAPE AaGNITEGT'S PLAN-THIS N to Standard No.207 and/or No. 207A, as directed in the field. 1 � UPON APPROVAL OF �, �• 79 PLAN SHALL 8E REVISED TO SHOW MEANDERING 8. It shall be the responsibility of the developer or contractor to apply to California D f� SIDEWALKS TO 8E CONSTRUCTED. / ' ! TO SAN p I EGO Department of Transportation (CalTrans) for an Encroachment Permit for all work 1 �� _- �'rp,��• w Wormed within the State Right-af-Way. w _ TRACT NO ., 24186 rPROJECT Q,p - 2G CF-S. N gab_ 44 G,F� .. Q . . Q T 24 I SCE C. E3. A�� `� 9. AN street sedans are tentative. Additional sod tests shall be taken after rough grading , ,� U) LOCATION to determine the exact street section requirements. Use Standard No.4011 expansive 10 = 7•L C F S soils are encountered. (;16 TQC� �xa .f y 1 W VICINITY MAP 10. Asphaltic Emulsion (Fog Seal) shall be applied not less than fourteen (14) days Qtcx,= 10.C C..FS following placement of the asphalt surfacing and shall be applied at a rate of 0.05 T 241 e4 C.,0. C-2" N 0 T TO SCALE gallon per square yard. Asphaltic emulsion shall conform to Sections 37,39, and 94 of Q,n = Ic).C) C.F--'CD �-+ the State Standard Specifications. 00~ 15�5 C--' 11. Prime coat is required prior to paving al grades in excess of ten percent. Qir = 9,�j C F . -r R 241 C.B. 11 C�-1'� ► T 2A 16.5 �. �A�-14" SHEET NDEX I i 12. InstaN street trees n accordance with Riverside County Ordinance No.460.53. TRACT NOe 24184 ....... Q 100 S. I C FS T4I A 1H T 2416 G.:i. 4 "E 4" 4 C.P- ... _.� _. 13. Street Ws shall be Installed in accordance with the approved street Nghting plan. Q10= 2 c: C F G Q{o w 1.o C.FS?R 24154 c.e�. Itc_3" Q10°.40 C.FS 010 10,G C,F5 TRACT NOn 24185 1 . GENERAL NOTES, LOCAT I ON MAP. AND I NDE'X MAP. 14. As determined by the City Engineer, the developer is responsible as a minimum for Q 10- v-1 C,FS T 2418� G E3. "��-I 1 2. CONSTRUCTION NOTES. OUANT I T I ES. TYPICAL SECT 14N. 9 DETAILS �loo 9.4. cFS � �road improvements to centerline and may be required to reconstruct existing `�.. Q Fes.Q 23.g C�:� 724156....C ' --- - pavements, including base, and matching overlay required to meet the structural � �`�-� ......- 01� w I "� C. w ��-. � MViey e _...,� �t,oc,=Z1.3 G.FS. � 1 standards for the current assigned traffic index. p1V ..- --- 15. On landscaping consisting of rasa and parkway trees may be installed within -- '" ! D \� Only P 9 9 9 P Y Y 4 _ � � � 1 parkways on local residential streets without separate landscape ans. All other S P� Y� P� �� R of landscaping in these areas, and all landscaping on all other streets shall require separate landscape plans. AN landscaping encroachments shall conform to Riverside County'Standards relating to the Administration of Landscape Encroachments'dated It ,�� 4• January 1989. 1 T ,/ w_X t 3, ES FAELD STAG ROOA TA. 20 * 00.00 T 24 15 2 ,�' M 9980 T -0 4 4 ..� _ 4 BU TERFI STA 16. Pursuant to the City of Temecula Ordinance No. 90-12, the developer shah instal all _ . QW) ��-``^y�`�, (V C F5 TRACT N0a 24183 �. � T 2-4187- Ca _ - M. M�� 1 -.. � ": � oM STA 20 • 00.00 To sTA. 30 * 00.00 required cable TV facilities. -- �' Q+o-A.0 C . S '� � •y ,� � S. BUTTERFIELD STAGE ROAD i Q1�,. 3 CF- G7fvo= (r-O G.FS FROM STA. 30 • STA. 40 + 00. 00 _ ` 17. Approval of these plans by the City or its agents does not relieve the applicant and his ( IW_ INLZT ) ,, �.. �, BUTTERFIELD STAGE ROAD FROM STA. 4 + 00.00 TU STA. 49 + 00.00 engineer from the responsibility for the correction of errors or omissions discovered 7. BUTTERFIELD STAGE ROAD during construction. Upon request, the appropriate plan revisions shall be promptly 1 C U � I FROM S A. 4 + 00.00 TO STA. 55 + 23.3e submitted to the City Engineer for review and approval. _. T 2-4 65 C.5 E)�-I" e, I.ITTERFI STAGE ROAD -., _ 5 C FS FROM STA 23 30 TO STA. 64+76.34 0 Q�oc� M •9 w W BUTTERFIELD STAGE ROAD ,F X FROM STA. 9+99 GS 80 TD STA.64*76.34 o� 1 N ` '� 7.�` C FIB, TRACT NO ., 24182 w 00 _T 241e�Z C.B "F52" C F 63. 1 Omr. ill.5ef' INL-ER T) 1 Q,o0= D C.F5. 0 LEGEND STATE HIGHWAY 79 [� CATCH BASIN STOP S I GN STREET LIGHT, 120V, BARRICADE + STREET NAME SIGN 55W, L.P.S.V. , 8000L.U. INDEX MAP STREET TREE STREET LIGHT, 120V, 135W, L.P.S.V., 22,500L.U. SCALE : I " = 300 ' NCH MARK BASIS OF BEARINGS � 1n��e� d Servies: Alert BE 5AR A, I 300 gyp.TAIy,� �- 0� rr,,,*♦ COUNTY OF RIVERSIDE B.M. T-29-81 THE BEARING SHOWN HEREON ARE BASED ON A PORTION O 150 300 `'� � > C'Bd132 '� ®�HLY • U) 2 1 /2 BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS - Call : TOLL FREE OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1 .8 MILES N.E. ON SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN �,� ° � d •�"- RANCHO CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA BOOK 159, PAGES 38 THROUGH 61 OF MAPS. RECORDS KEITH . _1.,�� OWNER/DEVELOPER. e� 1-Wo ROAD AND MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION OF RIVERSIDE COUNTY, CALIFORNIA, BEING INTERNATIONAL , i,,,,"4°': �S1 4?n--4133 1 E. OF A 7 CHAIN LINK FENCE, 21 X 16 AROUND SO. CALIF. -GAS N 22 56 23 W. L+•' r CAL-PALOMA DEL SOL: L.C. VALVES, 40' N. OF P .P . (NO.#) 94' N. OF THE CENTERLINE OF RANCHO INC. W Awwrom CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET 1 ' W . OF MONUMENT. - ` Inland Rmpire DivWon CWhOW a,,,.,,,... 9404 GENESEE AVENUE, SUITE 230 TWO WORKING DAYS BEFORE YOU DIG •� ,ere a.ww. err. AM, W. VWb% CA n••),�„r, SAN D I EGO. CALIFORNIA 92037 Q (-,0D3 -2 j7CQ DA i E : _ 9- 13-8Z„ ELEVATION: 1128.410 �E$$ CONSTRUCTION RECORD DATE BY REVISIONS DATE CC' BENCH MARK SCALE plNN I F'� Designed By Drawn By Checked By Drawing No . JAPO c�J, RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS a R 2• ,�1//S� E'O/t� S S T�/��/ -" E ABOVE ` o -� ,1'�n ay r S Controotor ,� Jr � Horizontal � C�� r-ri Plans Prepared Under Supervision Of f NO. C45920 ACCEPTED BY: _ DATE: /e �3 STREET IMPROVEMENT PLANS Inspector 6HOWN * fxp. 1z3198 Dots �/ ", . .,__. PRINCIPAL ENGINEER. FOR CITY ENGINEER BUTTERFIELD STA TE ROAD VROMLD Data. Vertioal �fl, C1V1` �` GEOR E INFRASTRUCTURE Completed ql�OF rJ� t'T44 3/30/ID/ ASSHOWAf �A��F R.C.E No . 45920 Expires 12/31/9!1 �. R.C.E No. Expires T 1 T L E S H E E T Sheet of CONSTRUCTION NOTE§ & QUANTITY ESTIMATE CONST. NOTE ITEMS TO BE CONSTRUCTED OR INSTALLED auA1ff" uM 1 STREET � .'kw �POADWAV EXCAVATION 2,>Do C.YOwe L- 0 1a Now— COA/6 D. 41',4.C. w/SEAL CD,4 7- OV5;0 D co5' A.0. , CZ-A55 2 (3,437T0NSA.CyZ,7Z7 C.Y.A.B� ff3,2!9 �' �' Imo' �2' T 2' /g' .............. N . 0.38 'A. SEAL COAT OVER 0-63 .D. c,cQSg 2 44 7V/V5 A.� 3y C•Y 4.9. t582 5. F' a c�o sr c w/ C �C ,e Ao 1 0 Q O COA16 r. COWC. C&6e,�3 v TT�,� T AAID OyPE A-G PEr 2 ST ). AJO. 200 5,Zlo Z L.F c i 7-Y1 57"",D. NO 100 �U T T��2�/�L D STAG �4.4 D GOV�lST TYPE "D " CURrB MOD/PIED W1 Co" G.F. PER bT17• N-° 204 FreoM 5 TA. 9 f99.80 TO 5T4. 6 4 o-76- .74 Q coNS T Z' wi E MA/NTENAmcE WALK P-ex L.AAtD b GA PE PLAlYS RRE1-101AIA I V" 041-UE= yo, T� x 9.o, o. 4 q C,/D.6 5'rf.8.(C4.17.) a !0 CON5 T. COIVC. 5IDEWQ L AI (lit/=Cq') S T-D. A/O. 400 Ar 40 t 95,92 Z a @1 5AWCUT AV0 42-CIVoV67 iE7Xl5T F�vi!�!7MEN7- (W� r') 51 369 L. F 1 CONS T 31Z)Ekt 1,4 L-Z ACCESS kA M12 PE,2 S Tv. A/0. 402 . Z EA. KV a a 1� iEX(br .6Tt7R/►'109 41AI Ar APPURT�iVA(06b )V BE XeAfoyeD 46 REQU/t4ED A69 07Z79M DR41At PLANS --- L'6 a a O a . a . a a Z@ 6rREEr uogr f20 vmr I35 W1f r7:6, Z2,5vo l°rR wy' om.. 604 13 EA. (� IAJGTAL�- STREET TREES 1AJ ACCORaAAICE WIT14 0RP1AJAAJCE il/Q. 4-60.53 860 EA. O a a a a a a a a a a a a a 0 a a a a a a a 0 - &ONLY OOD13 KEITH EV. INTERNATIONAL . INC. ;Q�� [ Wand Empire Divirion SAM DOOM Am. f&M. M" M 76ft ; CI ")WO-OW4 � q CONSTRUCTION RECORD DATE BY REVISIONS DATE CC' BENCH MARK SCALE FF�� Designed By Drown By Cheoked By Drawing No . RECOMMENDED BY: DATE: Io s CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 6F REVI S E S CCT1*N— 1.,4A►E Wio7WS EE SHEET 1 QD wV11 Ccntrooto� _ Horizontal �' NO. C45920 �D Plans Prepared Under Supervision Of may�ga * ACCEPTED BY: DATE: IO /3 Exp. 12.31�96 STREET IMPROVEMENT PLANS Inspector / �Q 1 I A Date /e � / x1 PRINCIPAL ENGINEER. FOR CITY ENGINEER �gVert oa1 JJ C I V IV GEOR Y RONALD J. PARKS BUTTERFELD STAGE ROAD TM&41 Date qjf OF C A`�� CONSTRUCTION NOTES, QUANTITIES - IR.C-E No . 45920 Expires 12/31/g8 R.C.E No. 197� Expires 9/30/4/ Shoat Z of TYPICAL SECTIONS and DETAILS «✓�"'"�i' _ _, a .`:::. - � _ ,. : a��,. . is .. . EPMMMMMI Ic — Ila lWIIIIIIIIIIIIIi IN IllililL JI Eirom. Illim Al :. as zv.- - a-: a :vaw° zvwn r . y WIN — _ :. "lillili 14 u � � NINE m11111110 It Mmpi dp *1117 KIM It nl MI I Li no" i ., .: . m _ ': v-u awsarnr tt MI Hm Ili .. 9 .. IV, Iy n. .. . . .. .. s NIP aYrw Will If 1111111111111� how Iillillillleq ho �, . . NEW mmlmff� Mir moo ARIf If OEM i .. _ -. ,,. �� . PillIIIIIIIIII Fill VL � MIS FA I IN Fwvn rim -4 It Vint MI v K , n sae.rrz 'L� s. g I ■��■= s ., •111 s - �� z: - �. 1 5h- a �- n�.'S• G. ti 6E19C [ .� Aa4tl: YYS illla a,. .� � v. i.w,S •.:.. `..'.' 0.�.1 14 1- NI fl� NI IWO Vill- �Ya �:PYf 'SI .� •• 1 �RE�.v ��_ 'a'/ IP9q � 4Y[-_ • :. � •S 5",2' � qn . 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P1 Z40.3 M+Z7 53 55 56 57 58 59 60 61 62 63 64 65 GRAPHIC SCALE CONSTRUCTION NOTES 0 10 20 30 40 80 120 r0o CONSTRUCT 0.41',A.C. W/SEAL COAT OVER 0.65'A.E3. CLASS 2 CONSTRUCT CONCRETE CURs aGUTTER TYPE A-6 PER STD. No.200 ".r40 @ CONSTRUCT CONCRETE SIDEWALK (W=6') PER STD. N0.400 A 401 CONSTRUCT SIDEWALK ACCESS RAMP PER STD. N0.402 .............. ............ SAW CUT 8 REMOVE EXISTING PAVEMENT PER DETAIL ON SHEET No.2 �Cr Tug TF�J-\ CT NO., 24183 -TFV:,,?A5-rfZ pLAN MeNr eCONST. TYPE "D CURB MODIFIED W/ 60$ C.F. PER STD. NO. 204 IN I Ve /0 T. 26 WIDE MAINTENANCE WALK PER LANDSCAPE PLANS Im 2 5 (6 z OCONS 00- lzl� @INSTALL 51 REET LIGHT5 X ............. . ...... .. .. ... .... ...... 17 2' ....... ... Ak . ........ ......... ..... .60 bt t cul?vEAll E 9ArA R oeo VE 01 0. c.,v r PER bt 77y tz.tep IV57*40 /.00 # 173001"m S-oz I(P-41, Z.83 UO )V60'041`5%6*W y........ (0,0 58,zz 1, 2;?S.00 27 38' /3-7/ 7 Iroo 21 0 7" 2.001 Dj _jz' A45D1q1V A105E "r,4RCR 51 R 4- N F Ap 1193.00' 4646,72 Tql4C T COD11V ow L-y `44 //9700 (�)f 7*0(1 148-56 70 3t9'# f -48,111, 3 zz.50, 31-73' 15-86 f( W )v 55 "zf, Z5 08 ft*Zf 57"' 32z. (05.98 %_5zD191 _55 fZO7.00' gg)r&. 66 447. 26 Q DATE CC BUTTERI. IELD STAGE ROAD, /t\REMAZ& '3AIT7 �5/_IMIA14 TzTD rk c A—Mo"" INTERNATIONAL e 71�A C T NO Z,!�Nc5 —6 Dot* INC* ....... Completed Wand jbWWT" LDO 3 E5 7CO AnIpi" ETWon Aftow ib"W"10 rz/-"4 C Z2A rA son 0"M*A. So&M. AbMw naW CA A"Mw) ow z T SCALE S NN I Drawl-ng -No . r DATE:- 97102 455, U C I TY OF TEMIEICULA DEPARTMEN An _C__.) � A ,�VV0910111 C-D r Plans (6) W2 y 614IRS 1214?.00 971. 04 r-1-1 P L_" CD :;0i STREET IMPROVEMENT PLANS f 40 NO. C45920 DATE:-,/0/1;47 (a) eell?,5 85" 3-3'q,5 35.00 5410 �W,1,3 Eq. 12-31-98 Date /I*/9VP 7 FtONALD J. PAFtKS I ' BUTTERFIELD S-TAGE ROAD I GEOR rari&T I" (L7), e C-�72'1,el V 3,5.W' 54.?)(9 C/Vl\- 11�� FROM STA. 55+23-38 TO STA. 64+76.34 45920 12/31/98 19744 9/30/o/ '�7 (FROM 57' SOUTH TO 896' NORTH OF JEREZ LANE Shoot of* ------- -------- SPECIFIC NOTrjo 1 WORK HOURS TO BE RESTRICTED TO 8:30 A.M. TO 3:30 P.M. UNLESS APPROVED OTHERWISE. 2 TRENCHES MUST BE BACK FILLED OR PLATED DURING NON—WORKING HOURS. 3 PEDESTRIAN CONTROLS WILL BE PROVIDED AS SHOWN. 4 TEMPORARY "NO PARKING" SIGNS WILL BE POSTED 24 HOURS PRIOR TO COMMENCING WORK. 5 ACCESS WILL BE MAINTAINED TO ALL DRIVEWAYS OR OTHER ARRANGEMENTS MADE. Zo 6 TRAFFIC SIGNAL LOOP DETECTORS WILL BE REPLACED BY THE CONTRACTOR WITHIN 72 HOURS, IF ACCIDENTALLY DAMAGED. 00 7 STRIPING WILL BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS, IF REMOVED OR DAMAGED (OR REPLACED WITH TEMPORARY TAPE.) 8 ALL WORKERS SHALL BE EQUIPPED WITH AN ORANGE VEST (OR A REFLECTIVE VEST AT NIGHT). ALL FLAGGERS SHALL ALSO BE EQUIPPED WITH A HARD HAT, C28 "STOP/SLOW" PADDLE AND SHALL BE TRAINED IN THE 0 STATE HWY. 79 D E P O RT O LA ROAD PROPER FUNDAMENTALS OF FLAGGING TRAFFIC. WITH THE CITY OF 0 9 WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL OPERATIONS SHALL BE COORDINATED ' TEMECULA TRAFFIC DIVISION 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 0 O 200, 2000 10 ALL TRAFFIC CONTROL DEVICES MUST BE MAINTAINED 24 HOURS PER DAY, 7 DAYS PER WEEK BY THE CONTRACTOR. + I 24' 1 12' R97—BL 4 1 25 Q I 6 6 3 (D) 9 7 8 3 2 E7A L E--- ' S 19' 7 19 C� I 1 5 -- -- __---- --------__ ____--____-- �o— ------------------------ 5 ________ __ __.___— -----__ .__ __------____-- _ _�_--____-- -- --__-- __-- ___—_-------_._ _-----__-----------_______-- _ i 9A 9i 99 .T—.--. —_._—•—� — _..•,_.^---.-0- �—. _� — -- -- -- -- — �_. .._ 24 - - - 26 - - - - - - - - - - - - - - ----�- - - - - - - - - - - - - - - - - ------------ T_ T J 10' 12' 4' 12' 12' 14' 7' 3 1 1 1 6 W 6 1 1 Z GENERAL NOTES 1 - 1 , __j 1 ALL TRAFFIC CONTROL DEVICES MUST CONFORM WITH THE LATEST EDITION OF CALTRANS TRAFFIC MANUAL 11 1 1 0 OF TRAFFIC CONTROL DEVICES FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, AND THE STANDARD , 1 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 1 1 1 2 THE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO ASSURE PUBLIC SAFETY. FUTURE STREET 3 ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM VIEW WHEN NOT IN USE. 4 NO STRIPING, SIGNING OR PAVEMENT LEGENDS MAY BE DONE PRIOR TO FIELD INSPECTION AND APPROVAL BY THE INSPECTOR. BUTTERFIELD STAGE ROAD 5 ALL PAVEMENT MARKINGS AND SIGN LOCATIONS MUST BE INSPECTED AND APPROVED BEFORE STRIPING BEGINS. MATCH STRIPING SHALL BE DETERMINED BY THE INSPECTOR. 6 ALL RI'S AND WARNING SIGNS SHALL USE HI—INTENSITY GRADE REFLECTIVE SHEETING AND SHALL BE MINIMUM 30 x 30. OTHER REGULATORY OR GUIDE SIGNS MAY BE ENGINEERING GRADE REFLECTIVE SHEETING. 2 7 UNLESS OTHERWISE STATED, ALL STRIPING WILL BEGIN AND TERMINATE AT CENTER DELTA OF THE CURB �- RETURN OR THE BACK OF THE CROSSWALK OR STOP BAR. Mj 8 ALL RI'S WILL BE LOCATED 2 FEET BEHIND CURB AT THE B.C.R. OR AS SPECIFIED PER PLAN. 9 STOP BARS WILL BE LOCATED AT THE PROLONGATION OF THE CENTER DELTA OF THE CURB �F'• JERE Z LANE DETA/c i?5 RETURN OR BEHIND THE WHEELCHAIR ACCESS RAMPS OR AS SPECIFIED PER PLAN. j:Io 10 THE STOP LEGEND SHALL BE 8 FEET BEHIND THE STOP BAR, DIRECTIONAL ARROWS, IF REQUIRED IV- SHALL ALSO BE 8 FEET BEHIND STOP BAR OR 8 FEET BEHIND THE STOP LEGENDS. 200' 11 ALL PAVEMENT STRIPING MARKINGS SHALL CONFORM TO THE CALTRANS STANDARD PLANS: A20—A THROUGH A24—D. 12 STREET NAME SIGNS SHALL BE INSTALLED AT All INTERSECTIONS AND MAY BE INSTALLED 4 —--" � — —— ————— co ABOVE THE R 1 'S OR AS SPECIFIED PER PLAN. � 13 ALL SIGN POST MATERIAL SHALL BE "TELESPAR QWIK—PUNCH SIGN POST" OR APPROVED EQUAL WITH RESPECTIVE 30 INCH OR 36 INCH ANCHOR ASSEMBLY. - 14 ALL PAVEMENT STRIPING AND LEGENDS INSTALLED USING TRAFFIC LANE MAKING PAINT MUST BE 7 INSTALLED PER THE CALTRANS STANDARD SPECIFICATION MANUAL SECTION 84.3. 15 ALL PAINTED PAVEMENT STRIPING AND LEGENDS SHALL BE DOUBLE COATED IN NOT LESS THAN 7 R _ DAYS, BUT NO MORE THAN 14 DAYS FROM DATE OF INITIAL INSTALLATION. 16 ALL PAVEMENT LEGENDS, LIMIT LINES, CROSSWALK, AND ARROWS SHALL BE THERMO PLASTIC UNLESS _ - o � OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. 2 _ 6 1 - ME AM �(/�, 5�6�c/%t/C �4ND a 7 10' MA,�Kitib's p�,e c 6 —— 'T MEC UL A--PST�! P0416YA/C. O O _ 3 f 0 C3Er.4/L tin• Q O L�J 19' _—_ . O z 5' f-4RK1A16s PAR ciry o F _- d- rF14e,,0UL,q 6rz A./cYNa.2 DFTA�G ?D. BUTTERFIELD STAGE ROAD ' — z�. 1zo' _ �20 5' 22' 4 19' 3 — —f r 2 o&rA/Z. 25 SIGNAGE & STRIPING LEGEND • 1 LANELINE-4" WHITE SKIP PER CALTRANS STD. A20 DET. 11. 2 BIKE LANE-6" SOLID WHITE PER CALTRANS STD. A20 DET. 39. 0•T 3 CHANNELIZING LINE-8" WHITE PER CALTRANS STD. A20 DET. 38. ��►� 4 BIKE LINE INTERSECTION-6" WHITE SKIP PER- CALTRANS STD. A20 DET 39A. C60132 EXP. CROSSWALK-12" WHITE. A G'IVru 6 LEFT TURN ARROW PER CALTRANS STD. A24 TYPE IV. 7 OF LA_ "BIKE LANE" PAVEMENT MARKING & BIKE LANE ARROW PER CALTRANS TRAFFIC MANUAL FIG. 6-41. Cu CO 8 INSTALL TRAFFIC SIGN PER CALTRANS STD. N BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING"FORE y Underground R1=STOP R2 45 —SPEED LIMIT W57=SINGLE HEAD ARROW 3 y 9 2 1/2 BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION ( )— c1< Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1 .8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS KEITH '{, ,,, R7=KEEP RIGHT R2(55)=SPEED LIMIT W5(L)=CURVE SIGN (OVERSIZE 48") o CD of Southern Colifornia CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN R97=BL=NO PARKING/BIKE LANE W31=END OF ROAD W6(15)=ADVISORY SPEED PLATE Call: TOLL FRe MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1 E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS INTERNATIONAL �,, _ W17=STOP AHEAD L-1=GUIDE MARKER (YELLOW). 7' CHAIN LINK FENCE, 21 'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 2Z56'23"W s 1 -800 INC. �"�":�. OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. Inland Empire Division . water 9� z 227-2600 FIBERGLASS WITNESS POST SET 1 ' W. OF MONUMENT. LD03 257CO TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410 :,s o a ,�++ f ��w-��+ LD 96-1 1,%0 A c \ CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEAL: ESS/ Designed By Drawn By Checked By �� Zd97CITY Drawing No. ive,�/ DH RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS o l RAF �T SEE ABOVE A �� J RW Tm a Contractor A F 60 d�E2~ ,_ e 16E1 lJQ� Horizontal — a%vt n Plans Prepared Under Supervision Of �K,0T 4=A/ 7;4 5 - �J �T4&_ � George A. Leniestey ACCEPTED BY: DATE: �Z Z STREET IMPROVEMENT PLANS +%TV Inspector 1 =100 Date �Z Z �� RONALD J. PARKS o No. 45920 .TM ay ISI Date Vertical � E�•12-31-se � GEOR A. EN ESTEY � PRINCIPAL ENGINEER, FOR CITY ENGINEER BUTTERFIELD STAGE ROAD Completed of CALIF�\ STRIPING PLAN R.C.E No. 45920 Expires 12/31/98 R.C.E No. 19744 Expires 9/30/01 Sheet 9 of 9 0 a. r