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HomeMy WebLinkAbout2211CITY OF RA1k; %9*W,* &0 -- - - ------- - - - - -- BASE LINE ROAD/I=W15 (SOUTHBOUND ON RAMP RANCHO CUCAMONGA PROJECT SITE VICINITY MAP NOT TO SCALE GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE MAY 2006 CALTRANS STANDARD PLANS AND THE MAY 2006 STANDARD SPECIFICATIONS. 2. PUBLIC AND PRIVATE UTILITIES AND SUBSTRUCTURES SHOWN HEREON ARE FROM AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES AND SUBSTRUCTURES AS SHOWN WITHIN THE CONSTRUCTION LIMITS OF THIS PROJECT AND SHALL BE RESPONSIBLE FOR ANY DAMAGE AS A RESULT OF THE CONSTRUCTION OPERATIONS. WIDENING) 3. THE CONTRACTOR SHALL NOTIFY UNDERGROUND UTILITIES SERVICE ALERT 1- 800 - 422 -4133 AND THE FOLLOWING DESCRIPTION UTILITIES TWO WORKING DAYS PRIOR TO CONSTRUCTION OR REGARDING ANY PROBLEMS. I tJ SOUTHERN CALIFORNIA EDISON CO. (909) 357 -6585 SOUTHERN CALIFORNIA EDISON CO. (909) 335 -7847 TYPICAL SECTIONS VERIZON COMMUNICATIONS (800) 469 -6340 3 CUCAMONGA VALLEY WATER DISTRICT (909) 987 -2591 LAYOUT ^ CHARTER COMMUNICATIONS (909) 343 -5171 AB STA METROPOLITAN WATER DISTRICT (909) 217 -6679 4. FOR INSPECTION OF THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE PUBLIC WORKS SECTION 800 N. HAVEN AVE., SUITE 410 ONTARIO, CA 91764 AT 477 -2740 EXT. 4036 TWO WORKING DAYS PRIOR TO THE REQUIRED DATE. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF RANCHO CUCAMONGA POLICE DEPARTMENT, THE CITY 1 16 OF RANCHO CUCAMONGA FIRE DEPARTMENT AND AN AFFECTED SCHOOL DISTRICT, 72 HOURS PRIOR 4 TO CONSTRUCTION INDICATING ANY DETOUR AND /OR ROAD CLOSURES. 6. CONTRACTOR SHALL HAVE A "CLASS A'' CONTRACTORS LICENSE. SHEET INDEX SECTION SHEET NO. } DESCRIPTION FUj I tJ TITLE SHEET 2 TYPICAL SECTIONS 3 PLAN PREPARED BY: LAYOUT ^ AB STA 63 +00.03 TO STA. 67 +00.00 o w DRAWN 800 N. HAVEN AVE., SUITE 410 ONTARIO, CA 91764 SHT >- w AB 1 16 a N 4 R.C.E. NO Sy$�S LAYOUT CL d F W APPROVED: STA 67 +00.00 TO STA 76 +00.00 0m - 5 TEMPORARY WATER POLLUTION CONTROL PLAN o USERNAME => $USER STA 63 +00.03 TO STA. 67 +00.00 r � w w � Q ° � J ° 6 TEMPORARY WATER POLLUTION CONTROL PLAN 0 STA 67 +00.00 TO STA 76 +00.00 ° 7 TEMPORARY WATER POLLUTION CONTROL DETAILS 8 EROSION CONTROL 0 0 STA 63 +00.03 TO STA. 67 +00.00 Cn w_ w U N 9 EROSION CONTROL STA 67 +00.00 TO STA 76 +00.00 Z 10 PAVEMENT DELINEATION w STA 63 +00.03 TO STA. 67 +00.00 :m w w w z w Q J (n PAVEMENT DELINEATION 0 11 STA 67 +00.00 TO STA 76 +00.00 Ln 12 SIGN PLAN ,;; STA 63 +00.03 TO STA. 67 +00.00 13 SIGN PLAN N STA 67 +00.00 TO STA 76 +00.00 14 SUMMARY OF QUANTITIES a 15 MODIFY RAMP METERING SYSTEM v cn L' J U = w 16 RAMP METERING DETAILS Underground Service Alert Call: TOLL FREE 1 -800 T ° X c. X' 422 -4133 \ .\ CIVIL ,r TWO WORKING DAYS BEFORE YOU DIG CITY OF RANCHO CUCAMONGA BASE LINE ROAD /I -15 (SOUTHBOUND ON RAMP WIDENING) TITLE SHEET APPROVED BY: } DATE' �'IZ -o 4s FUj CITY ENGINEER tJ RCE: �fz /S6 DESIGN PLAN PREPARED BY: RECOMMENDED ^ AB DMJM HARRIS Z, o" DRAWN 800 N. HAVEN AVE., SUITE 410 ONTARIO, CA 91764 SHT tW-U L AB 1 16 ° o N0. DESCRIPTION OF REVISION CITY CHECKED DATE R.C.E. NO Sy$�S DRAWING No. CL d F W APPROVED: pp DATE �'�I'OC�FILE NO �- L� 0m - USERNAME => $USER 08- 07 -N -MC -0919 DGN FILE => $REQUEST USERNAME = >$USER 08- 07 -N -MC -0919 DGN FILE => $REQUEST W CX 0 W F H O J 1.0- W E- R/W ES ETW ETW VARIES 5' VARIES VARIES 2' SHLD 37' -64' 8' TO 151 12' TO 24' EXISTING SOUNDWALL Exist Exist 1 , ES 7, ETW VARIES -- - j .......... (12' TO 24') - it SAWCUT LINE I FG MATCH Exist 2% AND Vor - �! 5% E Exist PAVEMENT _ -_ _ - 1 6" AC ( TYPE A) 6" ROAD -MIXED CEMENT TREATED BASE (CLASS A) OG SOUTHBOUND ENTRANCE RAMP TO I -15 STA "SB1" 66 +00.11 TO STA "SB1" 76 +00.00 PROTECT EXISTING DITCH UNLESS OTHERWISE NOTED ON PLANS S ; Underground Service Alert ear O�q<A LEGEND: o ORE o � Call: TOLL FREE 0.20' THICK COLD PLANE 1 -800 \ Exp. CIV)ILJ�/ 422 -4133 �Q I_ HMA (TYPE A) WITH %4INCH AGGREGATE GRADATION AND MAXIMUM PERFORMANCE GRADE CONSTRUCTION NOTES: TWO WORKING DAYS BEFORE YOU DIG 64 -10 ASPHALT BINDER CITY OF RANCHO CUCAMONGA 0 REMOVE EXISTING AC DIKE. BASE LINE ROAD /I -15 O2 HMA DIKE (TYPE D) PER CALTRANS NO SCALE (SOUTHBOUND ON RAMP WIDENING) AGGREGATE BASE (CLASS 2) STANDARD PLAN A87B. TYPICAL SECTIONS O3 COLD PLANE 0.20' THICK SECTION. PAVEMENT STRUCTURAL SECTION: REPLACE WITH 0.20' HMA OVERLAY (TYPE A). 10 0.5' HMA (TYPE A) CITY NGINE R ' RCE: AqZl5G 0.65' AB (CLASS 2) Q DESIGN PLAN PREPARED , REC MENDED AB 40 20 0.5'HMA (TYPE A) DMJM HARRIS DRAWN 800 N. ONTARIO,VCA' 91764 410 S AB 2T OF 16 NO. DESCRIPTION OF REVISION CITY DATE APPROVED: CHECKED R.C.E. NO SL�t} DRAWING NO. �}-�; DATE—AC;--7-09 FILE NO USERNAME = >$USER 08- 07 -N -MC -0919 DGN FILE => $REQUEST W CX 0 W F H O J 1.0- W E- CURVE DATA NO I R A T L ) 1 3000.00 7 040'33" 201.25 401.91 PROF L SS �O CHNL IS A: BU' `'t'G54878 Exp. 6/30/08 S CIVIL P a� OF cai_tvo, SCALE 1" =50' USERNAME = >fUSFR 08- 07 —N —MC -0919 DGN FILE = >SREQUEST w 0 W 0 J CL W CURVE DATA NO R I 0 T L (1 ) 3000.00 7 040'33" 201.25 401.91 Q 1000.00 21 012'42" 187.25 370.21 /oFESs , Exp. r /30;C8 s, CIVIL p 9r �� e of cALiFo SCALE 1" =50' USERNAME => *USER 08- 07 -N -MC -0919 DGN FILE _> *REQUEST w 0 Aj W 0 J M. LEGEND: SCALE 1" =50' QRaFESS /0� o q� w w`!uiV m 6/30/08 P• ------- - - - - -� j m, CIVIL P of c I� LF0 THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY I No. ( utscrltr'uoN uF HtvtstoN I uAif I „�„E[h Wg I DATE s -� -�B FILE NO Z� USERNAME = >$USER 08- 07 —N —MC -0919 DGN FILE _ >$REQUEST W W �JYO10 T 6/30_/08 �cIVILo� P� 1F SCALE 1" =50' w 0 w 0 J a w THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY ('"" 1 "`� ""'" "� "` " " """ I " "'� I APPROVEDeI V��h ( DATE S -7 -og FILE NO USERNAME _> $11SER 08- 07 -N -MC -0919 OGN FILE = >$REQUEST M DRAINAGE A Y INLET PROTttT ION (TYPE 3 Art ) 90 - �• X �,G- TSB EXIT RAMP e ks _ 1 t - J 1 i O _ i i W R/W v rR a � _ W , F L / f - C A5 ( WZ Lu _ E -- — - 8 - - t 9 70 / - 2 Ii °' Cp A <:, 9 a! _ Nqq - .. qa 2Q qq 6 •qq , W �JYO10 T 6/30_/08 �cIVILo� P� 1F SCALE 1" =50' w 0 w 0 J a w THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY ('"" 1 "`� ""'" "� "` " " """ I " "'� I APPROVEDeI V��h ( DATE S -7 -og FILE NO USERNAME _> $11SER 08- 07 -N -MC -0919 OGN FILE = >$REQUEST I' -011 Min 2,_011 Max'. Drainage Inlet erosion Control anket or Geotextile a.mporary Silt snce r_RAVI=I RAr. RARRIFR (TYPE 3A) SPACING TABLE SLOPE OF ROADWAY (PERCENT) I to 4 1 4 to 6 1 6 to 8 18 to 10 10 + INTERVAL BETWEEN BARRIERS (FT) 100 75 50 25 12 For slope of less than 1%, install barriers only i-r erosions seumiui 1 1 lo NI v VIGI 1 taple ediment Trap OW SECTION A -A -Rocks (use for C �° concentrated flow) U i S o / Drainage Inlet ho v � e� �p 0 c� ----- - - - - -- — - - -i Erosion Control I Blanket or Geotextile I Z (Secure with staples) (I - / Edge of Sediment Trap f w v� LA �I "�� �C _� I j A Sheet Flow Sheet Flow fif I-------- - - - - -- - I I i — Temporary Silt Fence L--------- - - - - -- INA- x m PLAN TEMPORARY DRAINAGE INLET PROTECTION (TYPE 2) (EXCAVATED SEDIMENT TRAP) NOTES I, Install Temporary Silt Fence by first digging trench, driving posts, placing and securing fabric. Then backf ill and tamp. 2. Dimensions may vary to fit field conditions. 3. Place safety cones adjacent to drainage inlet protection. 4. Install a minimum of 3 gravel bag barriers upstream of each drainage inlet to be protected. 5. Temporary silt fence shown for reference purposes only. Posts for Temporary Silt Fence (Approximate o(9 x Location) o� m 0 3 - Wood Post Silt Fence Fabric 6" x 6" Tr (See Note 1) To Drainage Inlet - SECTION c0 N TEMPORARY SILT FENCE DETAIL Spillway Stack gravel - filled bags I -layer high for spillway and 2- layers high for remaining barrier PERSPECTIVE i 4' -0" Typ i Sidewalk Curb or Dike Place additional bags on top of curb and upstream of Gravel Bag Barrier to prevent over topping. Install gravel - filled bags flush against curb or dike face. Construct Gravel Bag Barrier by tightly abutting gravel - filled bags to eliminate gaps and voids End of Gravel Bag Barrier Extend as necessary to force ponded runoff over spillway instead of out flanking around end of barrier. Interval (See Table) 9 FLOW o - Spillway Gravel Bag Barrier Drainage inlet 4'-0" from Edge of 6' -0" Min Travelled Way (Min) ROADWAY -- • PLAN TEMPORARY DRAINAGE INLET PROTECTION (TYPE 3A) (GRAVEL BAG BARRIER) .1 2" ' /a" dia Steel wire STAPLE DETAIL NO SCALE USERNAME = >$USER e ILI r r. r —� i rnl IC CT "Yy0F L S's rory O �< Q� �2 ISC 4R 878 NO. —___" EXP.-61 /M%08 CIVIL j Of CAL 1 —N —MC -0919 W LEGEND: THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY SCALE 1" =50' �()v E SSJ0 HR1S SCA 878 * xP, 6/30%08 sl CIVIL v qrE OF CAL W m zi USFRNAUF =) !I ISFR na_n�_ni_ur_no� o DGN FILE = >*REQUEST W 0 W 0 J d W R /W THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY SCALE 1" =50' USEKNAME _> *t1SER 08- 0 / -N -MC -091 9 DGN FILE _> *REQUEST w 0 w 0 J a w LEGEND: NOTES: ,Nod STRIPING DETAIL NUMBER - 1. ALL STRIPES AND PAVEMENT MARKINGS SHALL BE � ' THERMOPLASTIC' UNLESS OTHERWISE NOTED. 12" W.HITE =LIMIT LINE 2 EXACT LOCATIONS OF PAVEMENT MARKINGS TO BE ix DELINEATOR - GLASS 1 (X DENOTES DELINEATOR TYPE,) - DETERMiINED BY THE ENGINEER IN THE FIELD. 'DIRECTION OF TRAFFIC 3. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED. "SB 1 66+OG.1 1 JOIN Exist V r N 1 � o CL 27B w Z w F F _ F _j Ld �r 55 1 2 , U w - 11SB1" LINE 53 4 _ 355 __ 6 7 g _ 9 ROUTE 15 360 2 A LINE" 3 4 355 61 7 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. SCALE 1" =50' _> 11ISFR DGN FILE = >$REQUEST �o QaaF c ss,on4 CHR C548 �8 T Xp 6/30/08 s CIVIL p °Ce OF C lyo no_nz_M un n n w 1 0 w 0 J C. w RpUTE PAVEMENT DELINEATION QUANTITIES THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. SCALE 1" =50' USERNAME => $USER DGN FILE = >$REQUEST %oFESSro� y cs4aia oroa � Exp. _ � s CIV 4r IL cn� CFO W W / /RpF F5S10 �O Q< CH S z No ' ,54878 4t Xp --------------- - 6/30/08 s, CIVIL p U• CAL kF' SCALE 1" =50' I L THIS PLAN ACCURATE FOR PAVEMENT DELINEATION AND SIGN WORK ONLY. I NO. I DESCRIPTION OF REVISION I DATE I "PPR VEDel I I /L211 USEKNAME => 4KJSER DGN FILE => $REQUEST U8- U( -N -MG -0979 W 0 W 0 J 2 W m 10 6 ROADSIDE SIGN_ QUANTITIES PANEL N Ld w o SHEET SIGN SIZE REMOVE a No. No. SIGN CODE (L x D) < F- a jr w f REMARKS N N Cc) :2 I Z IN [ EA EA S -2 _ R 89-1 24 X TT 10 - - - - -- R - - GREEN - - -- LANE - 2-1 �R90(Rt) - 24:X 30 - - 1 STOPHERE ON RED _ - -1 24:X 10 1 CAR GREEN EACH LANE 2 -2 -R89 R90 24.X 30 - 1 STOP HERE ON RED 2 -3 1 W4 -2 EXISTING - -- 1 PLANE -- - MERGE - - TOTAL 1 - - -4 - - - - - - -[ -', SIGN PANEL MATERIAL SUMMARY SHEET FURNISH SIGN PROTECTIVE (SF) i BACKGROUND LEGEND SYMBOL OR FILM i - -_ -- ARROW CLEAR i o j o I SIGN SIZE o W < Q Q < -- -- - --- ---- -- w - - -_ - -___ -_ — w - w 1 -. - -i SIGN SIGN L x D w g a > > > REMARKS No. CODE (IN x IN) i V) z u- _ w W f- w ui z c� 77 °° Z) Z cr O W � O W >E- - Z c O w >- �- 1 _j zQCD N Q W W W � W W � W a D N w0 _ O N w0 = O to WO = ��� O cn o .— N C� Q cr Q N cr Q Z W v �- �- f-- a w w W f- a R89 -1 24 X. 10 1.7 X - W IV B - - - X ,1 CAR PER GREEN EACH 2 -1 - R90(Rt) 1 24 X30 5.0 - W IV_ _ _ - j - - - t X !STOP HERE ON RED R89 -1 24 X 10 E 1 7 -X X _ W IV _B B X 11 CAR PER GREEN EACH 2 -2 -- �- -- -t R90 24 1 X 30 [ 5.0 I X - W IV B - - - - j X STOP HERE ON RED - -- - TOTAL 8.3 [ Fel \E 9 y N ANF `��rt ,5 ptaF5,R'IaNs al"I _ES Mol" ORlVEN CYCL 5 PBO`yHI 8I1f5 —12 ,75 —3 n G92 (CA), `FNTRAN F G27 -2 (CA)�15j M3 -3 [s[�T� M6-21 Ae A 2 UA_ G92 (CA)I CNTRA CJ NTRANE� G27 -2 (CA) r�5TA' 15 M3 -3 _s� M6 -2 AR1 -0 -7 [o 4T -BLOCK l immaj t �> 4 . SCALE 1" =50' /pRO�ESSL��\ �o < F� . c A No.- - 054878 - Exp. 6/50/08 s, CIVIL ~p qTf RF CAL USFRNAUF => &1ISFR nR- 07- N- Ur -0Q1Q DGN FILE => $REQUEST W F_ Aj J 1 Aj ASPHALT CONCRETE DIKE xw - xw Xw 1— p O O O SHEET STATION = _ J a- _ No. ALIGNMENT w = w = w _ U v U U n Q N Q Q O Q Q Q FROM TO -- LF_ LF LF - - _ -- T -- L -1 SB -1 66 +00.11 67 +00.00 99.4 -L -2 SB -1 67 +00.070 +64.40- - 360.2 70 +64.40 71 +14.40 48.4 71+14.40 71+81.30 63.8 - - 71 +81.30 76 +00.00 413.6 TOTAL 63.8 873.2 - - 48.4 METAL BEAM GUARD RAIL m a p w z J J 0 O V) F— O >- LA- Q V) N U CO SHEET STATION w w `�) J w a w '`' ALIGNMENT p m ? a CL v) No. w� J z> 0V) mot- izQ� > a Q I w O� LIJ w Ld FROM TO LF LF EA LF L -1 } SB -1 70 +64.4071 +14.40 40 50 ROADWAY QUANTITIES _ STATION J AREA HOT MIX CLASS 2 ROADWAY COLD PLANE ROADWAY IMPORTED ASPHALT SHEET (N) ( ASPHALT AGGREGATE EMBANKMENT BORROW I No. ALIGNMENT FROM TO ! CONCRETE EXCAVATION: ! (TYPE A) —__ _BASE - ! (N) �- SOFT TON CY CY CY CY SOFT L -1 SB -1 66 +00.1 67 +00225 47 7 436 279 206 1981 L -2 -SB -1 67 +00 76 +00 7176 681 202 1707 1718 1236 21944 TOTAL 728 209 - 2143 1997 1 1442 23925 RorFSSro Underground Service Alert o° X41 Call: TOLL FREE CN141 A No. C54U8 m� 1 -800 XP--6/30/08 422 -4133 sr CIVIL lP qr TWO WORKING DAYS BEFORE YOU DIG CITY OF RANCHO CUCAMONGA BASE LINE ROAD /I -15 (SOUTHBOUND ON RAMP WIDENING) SUMMARY OF QUANTITIES APPROVED BY: / DATE- EE '�2� CITY ENGINEER RCE: DESIGN PLAN PREPARED BY. RECOMMENDED AB DMJM HARRIS Aj DRAWN AB 800 N. ONTARIO,VCA' 91764 410 S "t4 OF 16 J CITY CHECKED Lal ,.fF.NOSgble DRAWING i ji NO. DESCRIPTION OF REVISION DATE APPROVED"' DATE {��1 Q$ FILE USERNAME = >SUSER 08- 07 -N -MC -0919 DGN FILE = >$REQUEST w n It 0 W 0 a W U m L 0 CONSTRUCTION NOTES: e 1❑ RELOCATE CONTROLLER CABINET, RC Exist FOUNDATION. CONSTRUCT NEW FOUNDATION PER STD PLAN ES -3C. t,L� AB Exist LOOP DETECTOR. INSTALL NEW LOOP DETECTORS. 'pp R REROUTE Exist CONDUCTORS TO NEW CONDUIT. INSTALL ONE ADDITIONAL NEW DLC. ®INSTALL TYPE 1 -A POLE WITH SIGNAL EQUIPMENT & SIGNS - Exist SERVICE CABINET PER DETAILS ON SHEET E -2. ALL NEW 1 -A POLE FOUNDATIONS SHALL HAVE ANCHOR BOLTS WITH SLEEVE NUTS, AS PER STANDARD PLAN ES -7B. ;Exist V/z "C, 2 #8 ❑5 CONNECT EXISTING FOC TO RELOCATED CONTROLLER CABINET. A © RL POLE AND EQUIPMENT RC Exist FOUNDATION �— ❑7 PROTECT IN PLACE EXISTING LOOP DETECTORS ® REROUTE Exist CONDUCTORS TO NEW CONDUIT x i st 2 "C, 2 #103 3 #8 --, � - - �3 "C', 12 #14, 2 #109 12 DLC Exist 11 "C� 5 #8, � �'� >� R/W $ � 3 1 1/z C, 5#81 2 DLC i - 1 2 -3 "C, 12 #149 2 #10, 5 #8, % - - - -___ / l 14 DLC 1 TYPE D FOC Exist 2"C , 2 #8 " 75 - - _ -- 51 _ — T - — -- _- 3 Fn 365 �� - �.-- ��_ �,_ -- 2 - - l_ 6 R 5TH 8 3 "C, 7#14, ::SB1 LINE" �, RC AB �, , . __ 2 #10, 8 DLC \ AB Exist 3"C------ > �� Cs 8 4DLC9 1 #10 \F8 "C, Exist 11/2"C, 1 Type D FOC 3 8DLC, 1 #10 9 C B .370 - 7 2 ROUTE 15 I'A„ SINE 3 4 _ 3T5 a "F S Underground Service Alert Qar ; °�o �o < oe F� c Call: TOLL FREE HRH uos [ o 0 1 -800 XP.-- - * 422 -4133 CIVIL Qr F of TWO WORKING DAYS BEFORE YOU DIG CITY OF RANCHO CUCAMONGA BASE LINE ROAD /I -15 " (SOUTHBOUND ON RAMP WIDENING) SCALE 1 =50' MODIFY RAMP METERING SYSTEM APPROVED BY: / DATE' - /Z. m CITY ENGINEER RCE: k 2/56 DESIGN PLAN PREPARED BYS RECD MENDED Q AB DMJM HARRIS °w THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY DRAWN 800 N. HAVEN AVE., SUITE 410 SH T ONTARIO, CA 91764 F 0 AB 15 of 16 a NO. DESCRIPTION OF CITY REVISION DATE APPROVED: (/ , �Q-� CHECKED l R.CE.NO5 -M DRAWING NO. w DATE FILE NO W USERNAME = >$USER 08- 07 -N -MC -0919 DGN FILE => $REQUEST U m L 0 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY NO. DESCRIPTION OF REVISION DATE APPROVEDt W�7 DATE 5 - ��FILE No USERNAME = >$USER 08- 07 -N -MC -0919 DGN FILE = >$REQUEST 0 m R Q RED STATUS LIGHT -811 I I I II �. B B © A A. TYPE 1 -A SIGNAL STANDARD 3 SECTION UPPER D D SIGNAL HEAD -12" A B. 3- SECTION 12" SIGNAL HEAD (RED, YELLOW, GREEN), A B 12" FULL 18" X 8" ANGLED VISORS ARE REQUIRED WHERE SHOWN ON PLANS. TYPE 1A STANDARD ® ® C C C C. 2- SECTION 8" SIGNAL HEAD (RED, GREEN), D 8 8" FULL CIRCLE VISORS TYPE SV -1 -T BRACKET MOUNTING 2 SECTION LOWER 1 10 © © O ON SIDE OF STANDARD AWAY FROM THE RAMP TRAFFIC. SIGNAL HEAD -8" _ ___ E E D. BACKPLATE 2 4 4/311 _L___----SIGN M MIN - -- F F M E. "ONE CAR PER GREEN" CONTRACTOR- FURNISHED SIGN MOUNTED ON BACK PLATE AND CENTERED BETWEEN 4' -311 (PARALLEL TO THE G GREEN SECTION AND BOTTOM OF BACK PLATES SURFACE OF THE O AND SIDES. ATTACH WITH '/4" O ALUM. BLIND RIVETS ROADWAY) P OR GALV. 1/411 O X 3/4 "o BOLTS, HEX NUTS PLAIN AND LOCK WASHERS. R ROADWAY F RAMP METER SIGNAL DETAIL 1' LIMIT LINE 10' 10' 6' 7 10*° 12' 1 0 0 0 0 0 �o 2 —LANE ENTRANCE RAMP LOOP I INSTALLATION U Underground Service Alert o oeR ° o Call: T TOLL FREE CHN A, SC ' zi „ 1 o_ aye r;+ °��_ of CA �L VO�� TWO WORKING DAYS BEFORE YOU DIG CITY O OF RANCHO CUCAMONGA BASE LINE ROAD /I -15 (SOUTHBOUND ON RAMP WIDENING) NO SCALE ( RAMP METERING DETAILS APPROVED BY: ` ` DATE- 44' IZ : :2 CITY ENGINEE R RCE: 1 1= � I DESIGN P PLAN PREPARED 1K. RECOMMENDED 1 11 I AB D DMJM HARRIS ° °w Q DRAWN 8 800 N. HAVEN AVE., SUITE 410 St+ r � � AB , , 9 0 CITY CHECKED ; ; A, (�•�uvt,ww RX-E. ND 5� � DRAWWIING.r�NO. W W 0 m R Q