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HomeMy WebLinkAbout1735-S _I n 1 N �I Z J I M I 450' 50' I N � , 1 I I � I J ~ I 1 1 I p z ' I.- Q I 105' 250 ' 1 N : 1, n of (POCKETS) I REMOVE LANE DROP l0 8 1 j M 1 co \ I I 50' REMOVE 1 REMOVE 1 I❑ ' n M + 3❑ EXISTING BREAK 3 1❑ 8❑ / 1 I TURNERA VENUE "�'' � � H E R M 0 S A f I p _ --- L _"__ - ///��� ///��� Jl \ � , L D go A -i i ' w w 1 \ B - - - 2W W Sze J 60 +f0 _ ,11 0- o —_ X13 _ .1� _ .15 _ .f6 _ o 1 w - 1 1 X ____________- -- - I O _ . .....______________=_--------------_==___-____= DY = D Y — — = — — — 2W — — — — — — — — — — — — — = J I , . --- --- — ---- --- --- --- --- --- --- --- — — — — — — — 1 1 \ SW w .. SW ; W \ ;� -; H w ! ' En 6 � 1 _ .. -- ---------- --- i ♦ 4 i + + —__—_--__—O_—__—__—__—__— ___—�__—__ �_-- —__—__—__—__—__ 1 o \ o ° ' Yi / � 9 I i i I f 12 8 6 REMOVE 3 REMOVE + + ❑ I ❑ ❑ ❑ ❑ EXISTING ° 27' ; 13' 10' 13' 14' s' 14' 1, RELOCATE EXISTING "RANCHO CUCAMONGA" 500' + TO LIMIT LINE 12 210' i I `\ ENTRANCE SIGN TO NEW STREET LIGHT POLE . 1 \ N.T.S. NORTHBOUND DOUBLE YELLOW AND SKIP WHITE 1 I I (REMOVE EXISTING DOUBLE YELLOW & 8" WHITE) 1 � \ , 1 I 3 z m m f x - W m STRIPING 6 MARKINGS LEGEND SIGNAGE LEGEND CITY OF ONTARIO CD i H W I I I-------- 4 \ DY DOUBLE YELLOW PER R . C . STD . 133 : ;� Q I — ITEM DESCRIPTION SIZE CD APPROVED (DATE/ ca Z N 2W TWO-WAY LEFT TURN PER R . C . STD . 133 CD 1 UO , CD 0 I[ I ►�+ W = 12" WHITE PER R . C . STD . 133 ❑1 R26 (S) SIGN 12" X 18" 0 0 w , HH Q'U 13' 114' e' 14' I M BW = 8" WHITE PER R . C . STD . 133 ❑2 R1 SIGN 30" Z m z cc I U U) o = 1 m ¢ LW = 100 ' LONG 4" LEAD WHITE PER R . C . STD . 133 F3] R18 .2. 1 (RT . ) SIGN 36" U I o a 3 No SW = 4" SKIP WHITE PER R . C . STD . 133 E Wil SIGN 36" ,~� w 3 i -' o ES 4" WHITE EDGE STRIPE (27B) ❑5 R63 SIGN 24 " X 30 " 0 i U 0 m (n I i -1 ' } > U' LD - LANE DROP (37) ❑6 W75 SIGN 36" NOTES I N cm wui J 10' cc BL - BIKE LANE (39A) F7] W17 SIGN 36 I I f " w i . PAVEMENT MARKING STENCILS SHALL MATCH CITY STENCILS EXACTLY . 1 "'u a SI� _ "STOP" LEGEND E W41 SIGN 36" ' J 2 . ALL STRIPING AND MARKINGS NOT CONFORMING TO THIS PLAN SHALL I I H SlUlwl "SIGNAL" LEGEND ❑9 R2 (45) SIGN 36 " X 45 " BE REMOVED BY SANDBLASTING AS DIRECTED BY THE ENGINEER . 1 2 I Q m "AHEAD" LEGEND !0 W74 SIGN 36" 3 . ALL STRIPING AND MARKINGS SHALL BE BEADED . TWO COATS OF I PAINT ARE REQUIRED . FIRST COAT SHALL DRY TWO WEEKS BEFORE F- "45" MPH LEGEND ii SNS SIGN PER R . C . STD . 401-A & 401-B • i ' H — APPLICATION OF SECOND COAT . N Cc I J - 4 . STRIPING LAYOUT SHALL BE APPROVED BY THE ENGINEER PRIOR TO � I I o z Q - BIKE LANE ARROW 12 CONST . SIGN 96 " X 48" (PER DETAIL SH . 9) PAINTING . CONTACT THE ENGINEER 48 HOURS PRIOR TO LAYOUT . m o _ "BIKE" LEGEND O 5 . STRIPING LAYOUT SHALL BE SUPPLEMENTED WITH RAISED PAVEMENT MARKERS PER DETAILS IN RANCHO CUCAMONGA STANDAR PLAN 133, LL "LANE" LEGEND AND PER DETAILS IN THE CALTRANS STANDARD PLANS A-20-A, ' 27' ' i3' i3' ' 14' 13' I = STATE TYPE IV TURN ARROW �TT~ A-20-B AND A-20-C . SIGN ON LIGHT POLE I 6 . DOUBLE YELLOW STRIPES SHALL HAVE 3" PAINTED BLACK LINE I I �✓ = STATE TYPE VI MERGE ARROW M SIGN ON GREEN STEEL CHANNEL SEPARATING YELLOW LINES . ��— ------- = EXISTING STRIPING TO REMAIN 12 7 . CONTRACTOR SHALL FURNISH AND INSTALL THE GIVEN QUANTITIES = CONSTRUCTION LINES OF SIGNS, SIGN POSTS AND PAVEMENT MARKINGS AS LISTED HEREON SNS = STREET NAME SIGN AT THE DIRECTION OF THE ENGINEER . 8 . CROSSWALKS SHALL HAVE 10 FEET BETWEEN 12" WHITE STRIPES ( ) INDICATES DETAIL PER CALTRANS STANDARD AND SHALL START AT HALF—DELTA, UNLESS OTHERWISE PLANS A20—A, A20—B AND A20—C DIMENSIONED . it SCALE: 1" = 40 ' I = ' W ( LLJ I ' i i H-1 f` 10 R J LL =35 U7 R=35' 1 1 l El El � (ul5 o oI HERM0SA AVENUE o � ---- ----------------------- — ------------------------------- -- ------I ----- + Hoc MOC\ - ------------------- o+ F- N tow N w r Y r Y 142 SW r — — — — >_, ��-� LW SW m NO. DESCRIPTION OF REVISION DATE GITY H U1 I APPROVED: ¢ o 2W 2W OY o ., .. Cc Vo _ .fa � o_.z1 _ �.zz o + o .z. � � - CITY OF RANCHO CUCAMONGA 2W BW 2W :. w m wz . _l — — — — — — — — — — SW — — — — — — — — — — - — — — — - — SW I ,wz� � STRIPING & SIGNING PLAN 0 w �-1 ;-; Y-Y Ul , t . , , Jw a Ld U U H Q ------------------------------ ------------------------------ ---- -------- ----- ------- -- ---- — ------- ---------------= aw HERMOS A AVENUE w � �------- - < w cn FOURTH STREET — EIGHTH STREET M a El a 1i o I ESScd' 50 100 32.5 32.5 Iq APPROVED BY: DATE: o BREAK POCKET BREAK BREAK I C SIF Fy CITY ENGINEER R.C.E. NO. 24953 W DESIGN `` LL RECOMMENDED ca P R E P AvR E 0 B Y m wCS WARREN C . SIECKE OA& No. 18707 Ea. 6-30-01 * TRANSPORTATION & sf CIy11. tiQ DRAWN TRAFFIC ENGINEERING SHEET 9�6r CAL 20142 CANYON DRIVE 8-OF 33 H CHECKED YORB LINDA, CALIFORNIA 92686 DRAWING NO . 73 WARREN C. SIECKE R.C.E. NO. 18707 STRIPING & MARKINGS LEGEND I DY DOUBLE YELLOW PER R . C . STD . 133 1 I 2W TWO-WAY LEFT TURN PER R . C . STD . 133 I ' 1 f W = 12" WHITE PER R . C . STD . 133 I El f 1 o „ ., I _ W B 8 WHITE PER R . C . o , H E R M O S A AVENUE c . STD . 133 0 o ------------- ----------------- ------------ ----------------------------------- ------ W � I LW 100 ' LONG 4" LEAD WHITE PER R . C . STD . 133 = N c*1 U3 SW 4" SKIP WHITE PER R . C . STD . 133 SW �-� �-� -t ' Q w Cn 1 ' H W ' cn -' ES 4" WHITE EDGE STRIPE 27B ^ 2W ^ w o —_ .26 .27 .28 29 30 .31 .32 = t t oo- LD = LANE DROP (37) w I — = — — — — — — — — — — — — — — — — — — — 2W — — �— — — — — — — — — — = — ' w BL = BIKE LANE (39A) z 1 Y-1 Y-Y SW Y-*< C� - _ Z W H [O , , rc r I I r. I 1 O I 1 � I I � H w "STOP" T 4 w J in STOP LEGEND 3 1 Sly _ , T T T T T oU , z -' II1�I'I �- -------------- ---------------------------------- ----------------------------------- ------------------ -------- ------- ------------------ ----------------- ---I Sfulwl = SIGNAL11 LEGEND a w � I la "AHEAD" LEGEND F-11El I f I El❑ - "45" MPH LEGEND 7 W Q = BIKE LANE ARROW 1 1 I I _ "BIKE" LEGEND I _ "LANE" LEGEND 50' 450' - STATE TYPE IV TURN ARROW 'n J- SCALE: 1 = 40' = STATE TYPE VI MERGE ARROW ------ = EXISTING STRIPING TO REMAIN F- 1 = CONSTRUCTION LINES , I W SNS - STREET NAME SIGN PER R.C. STD. 401A I W I 450' 50' ( ) INDICATES DETAIL PER CALTRANS STANDARD 0 PLANS A20-A, A20-8 AND A20-C 1 80' a100' 60' 30.5' 30.5 100' 50' POCKET BREAK BREAK BREAK POCKET BREAK I , 9❑ ii I � 7 I +R=35' --T ' n -- R=35' El (lUls + H N El ILI l i i El � I❑ I o � H E R M 0 S A ( �� AVENUE I -� o ' ----------- — ------------- MOC MOC ---------------- -------- --- ----------------------------- ----- ----- ---- _ — r--- M ------�— ----- -------- o cn I I -- -- d v w , vw CDc~nI — SW — *�— — — — LW — — — �� — — SW — — — r � T — — T — > — sw � � cn _ 1 cr ' 2W ^ OY E ^ gW 2W ^ .. gW 2W ^ I 1 Q 134 36 3 39 40 41 43 CL 642 a I2W BW DY 2W DY 2W 1 LL ^ ^ ^ .. wZr - SW - - LW Id — — — — — — — — — — — ^ — — — — — — — — — w W «-4 o K - �, - SW LW r-� Y-� is I ~ ac SW Y-� U) -i ^ —� r a ^ r c r i r i � ' N + w t = a --------- -------- Q F--- -------- ----------------- MOC MDC ---------------------------—----- ------------------ --� U I -- MOC Si� Moc ---------------- -� I Q w 1 . �� ' LLI ❑2 STOP S1� �' ElIEl REMOVE. ❑ ED + , i R=35' -) f,� R=35\ H R=36R=36' a [El>- 3C I I � °D 80' 50' 100' I ; Z W 2 BREAK POCKET I = 12' 17' I 2❑ I I EXISTING. ❑ O J , O x '� I I 1 I I I a n I 1 cn I H I = I NOTES SIGNAGE LEGEND 1 . PAVEMENT MARKING STENCILS SHALL MATCH CITY STENCILS EXACTLY . 4' x 8' COX 3/4" PLYWOOD SIGN PAINTED ORANGE WITH ITEM DESCRIPTION SIZE 6" BLACK HELEVETICA LETTERING. LINE SPACING SHALL 2 . ALL STRIPING AND MARKINGS NOT CONFORMING TO THIS PLAN SHALL BE AS DIRECTED BE ". TYPICAL BORDTHE GCITY. SIGNACT POSTSORDING SHALLSBEL4" BE REMOVED BY SANDBLASTING AS DIRECTED BY THE ENGINEER . 11 R26 (S) SIGN 12" X 18" x 6" WITH 36" (MINIMUM) EMBEDMENT BELOW GRADE. 3 . ALL STRIPING AND MARKINGS SHALL BE BEADED . TWO COATS OF PAINT ARE REQUIRED . FIRST COAT SHALL DRY TWO WEEKS BEFORE F2] R1 SIGN 30" HERMOSA AVENWE APPLICATION OFE N A S CO D COAT .. 11 4TH — H 8TH D 3 R 18 . 2 . 1 (RT . ) SIGN 36 11 I I 4 . STRIPING LAYOUT SHALL BE APPROVED BY THE ENGINEER PRIOR TO UNDER CONSTRUCTION PAINTING . CONTACT THE ENGINEER 48 HOURS PRIOR TO LAYOUT . �4 W11 SIGN 36" (GATE) TO (DATO) 5 . STRIPING LAYOUT SHALL BE SUPPLEMENTED WITH RAISED PAVEMENT �5 R63 SIGN 24 " X 30 " USH � ALTERNATE ROWTE N0. DESCR PT F clTv I ION 0 REVISION MARKERS PER DETAILS IN RANCHO CUCAMONGA STANDAR PLAN 133 DATE �� APPROVED: o AND PER DETAILS IN THE CALTRANS STANDARD PLANS A-20-A, 6 W75 SIGN 36 0 A-20-B AND A-20-C . ❑ L THE CONTRACTOR HA NTA THE N II 0 SHALL INSTALL LL E SIG S Q " F7 W 17 SIGN 36 SEVEN (7) DAYS PRIOR TO CONSTRUCTION. CITY OF RANCHO CUCAMONGA 6 . DOUBLE YELLOW STRIPES SHALL HAVE 3 PAINTED BLACK LINE GNS 0 SEPARATING YELLOW LINES . 8 W41 SIGN 36" 2 SHALL UPON CBEPREMOVE AND LETION OF TDISPOSED OFHE WORK, EBYITHE STRIPING & SIGNING PLAN NTR T CO AC OR. 7 . CONTRACTOR SHALL FURNISH AND INSTALL THE GIVEN QUANTITIES F91 R2 (45) SIGN 36 " X 45 " o OF SIGNS, SIGN POSTS AND PAVEMENT MARKINGS AS LISTED HEREON 3. SIGNS SHALL BE FIELD LOCATED WITH THE CITY INSPECTOR. W74 SIGN 36 AT THE DIRECTION OF THE ENGINEER . H E R M O S A AVENUE f0 o ❑ W 8 . CROSSWALKS SHALL HAVE 10 FEET BETWEEN 12" WHITE STRIPES ii SNS SIGN PER R . C . STD . 401-A & 401-B FOURTH STREET — EIGHTH STREET AND SHALL START AT HALF-DELTA, UNLESS OTHERWISE - _ W,- DIMENSIONED . 12 CONST . SIGN 96 " X 48" (PER DETAIL HEREON) 1 m-" 1111'm --n- '-m-�'� IIII-fT1J� Q ESS I APPROVED BY: DATE: CITY ENGINEER �- R.C.E. NO. 24953 Q DESIGN P R E P AV A E D 6 v RECOMMENDED LJ LJ T � Y-K No. 18707 wcS WARREN C . SIECKE JA& w I T SIGN ON LIGHT POLE CONSTRUCTION NOT ICE SIGNEXP. sr Exp. 6-30-01 * DRAWN TRANSPORT ATION 6 sHEE 7 SCALE: NONE CIVI1- TRAFFIC ENGINEERING w I• SIGN ON GREEN STEEL CHANNEL OF CALF 20142 CANYON DRIVE 9 of 33 H CHECKED YORBA LINDA, CA IFO NIA 92686 DRAWING NO . LL V L4/5!10 WARREN C. SIECKE R.C.E. N0. 18707 1735_S STRIPING & MARKINGS LEGEND DY = DOUBLE YELLOW PER R . C . STD . 133 2W TWO-WAY LEFT TURN PER R . C . STD . 133 W 12" WHITE PER R . C . STD . 133 11 a I BW 8" WHITE PER R . C . STD . 133 o I H E R M 0 S A A V E N U E to LW 100 ' LONG 4" LEAD WHITE PER R . C . STD . 133 W +ol w vv - ------------------- ------- ------- ------ ------- ------- ------ Lno SW 4" SKIP WHITE PER R . C . STD . 133 ------ En YY rY YY YY ES = 4" WHITE EDGE STRIPE (27B) SW r-< r-� a w ui Icn — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I (nn 2W W LD = LANE DROP (37) ,+5 _ 1+6 _ ,7 _ ,+e _ .+s _ J- •5' BL = BIKE LANE (39A) _ o .. 2W Tm Q z — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — z W SIU = "STOP" LEGEND W H io r-Y r-Y SW r-Y �' r-Y is I H W o -' rTt -' cn s%[ = "SIGNAL" LEGEND xQ -------------------------- -------------------------------- ---------------------------------- ------------- -- ------ -- ----------- a r AU "AHEAD" LEGEND LL' "45" MPH LEGEND 1 Ul El I I El I Q BIKE LANE ARROW "BIKE" LEGEND I - _ "LANE" LEGEND nl ; Z W , W W = STATE TYPE IV TURN ARROW Ij F- I �✓ _ coal[ U ; STATE TYPE VI MERGE ARROW W I ------- = EXISTING STRIPING TO REMAIN I co cn = CONSTRUCTION LINES SNS = STREET NAME SIGN SCALE: 1" = 40 ' I ; W ( ) INDICATES DETAIL PER CALTRANS STANDARD 1 I ) W PLANS A20-A, A20-8 AND A20-C I cr II 1 I1 i37 500-1 TO LIMIT LINE I 45: 1 SOUTHBOUND TRANSITION " � I I EXISTING RXR LEGEND AND 24 WHITE I N.T.S. I I STRIPES . REPAINT AS SHOWN. � I I F ELI El is a El H E R M 0 S A A V E N U E ------ Lo --- _ _ -- o —_ i tD 1 1 (p I I I I 1 I 1 H cn SW �. mm a: 2W -- I DY ES w 'S� o- .53 .5+ _ o .55 DY ss DY 60 .. ... .. .. .....�...........��......____...... ._ ,63 _ ,w a 2W DY � �' W Li o ~� __ - _ --------- ----------------- -------------------- W ` _ _ _ _ _ CC ES _ ES WH lD �lJ Y-Y CW Y-Y 2 ES . . . . . . i-Y -J�------- Y-Y I N J ��L L�7 - - —_---_— — — — — -- --------------------- q STRIPE 12" WHITE (� 1 I I I 1 I Z 1 \ , 45 DEGREE DIAGONAL I 1w 5 AS SHOWN. I R-15', TYPICAL. — w El 0 $ 50' 230' w EXISTING BARRICADE 1 PER R .C . STD. PLAN z p © (APPROXIMATELY 450 ' FROM LIMIT LINE) 131-B. i a10 + 200' 200• 500' 0 _ EDGE STRIPE TRANSITION a REMOVE EXISTING EDGE STRIPE AND EXCESS 24" WHITE STRIPE I 12 En AS SHOWN AS DASHED . U w H x H J NOTES SIGNAGE LEGEND Z H Z LD i . PAVEMENT MARKING STENCILS SHALL MATCH CITY STENCILS EXACTLY . ITEM DESCRIPTION SIZE U) z AD2ALL STRIPING AND MARKINGS NOT CONFORMING TO THIS PLAN SHALL H cz BE REMOVED BY SANDBLASTING AS DIRECTED BY THE ENGINEER . Z x F-i R26 (S) SIGN 12" X 18" '-' W " 3 . ALL STRIPING AND MARKINGS SHALL BE BEADED . TWO COATS OF Z cr PAINT ARE REQUIRED . FIRST COAT SHALL DRY TWO WEEKS BEFORE 2 R1 SIGN 30" o APPLICATION OF SECOND COAT . U) 4 . STRIPING LAYOUT SHALL BE APPROVED BY THE ENGINEER PRIOR TO [3] R 18 .2 . i (RT .) SIGN 36" PAINTING . CONTACT THE ENGINEER 48 HOURS PRIOR TO LAYOUT . ❑4 W11 SIGN 36" ADDED DRWYS, PPRKWAY ORAIN, 5uDEWALY , 5T.TKEE5, © RELOU►T9 EX. LIGHT, & OIGµ 5TR?lb4ca I 5 . STRIPING LAYOUT SHALL BE SUPPLEMENTED WITH RAISED PAVEMENT ❑5 R63 SIGN 24 " X 30 " T5.0, L S F�I.1GG .IN G. ORG• 2a02.0�¢0 MARKERS PER DETAILS IN RANCHO CUCAMONGA STANDAR PLAN 133, AND PER DETAILS IN THE CALTRANS STANDARD PLANS A-20-A, �6 W75 SIGN 36" NO. DESCRIPTION OF REVISION DATE CITY A-20-B AND A-20-C . APPROVED: 0 7 W17 SIGN 36" cD 6 . DOUBLE YELLOW STRIPES SHALL HAVE 3" PAINTED BLACK LINE � CITY OF RAN HO CUCAMONGAQ SEPARATING YELLOW LINES . W41 SIGN 36.. 0 7 . CONTRACTOR SHALL FURNISH AND INSTALL THE GIVEN QUANTITIESQ(�OFESS7p�, 9 R2 (45) SIGN 36 X 45 OF SIGNS, SIGN POSTS AND PAVEMENT MARKINGS AS LISTED HEREON � � � OKI• AG' � .. STRIPING & SIGNING PLAN AT THE DIRECTION OF THE ENGINEER . W74 SIGN 36II � V%7 0 8 . CROSSWALKS SHALL HAVE 10 FEET BETWEEN 12 WHITE STRIPES !i SNS SIGN PER R . C . STD . 401-A 6 401-B = N0' 043 `' :" H E R M O S A A V E N U E w AND SHALL START AT HALF DELTA, UNLESS OTHERWISE Exp.1/. /04 FOURTH STREET — EIGHTH STREET DIMENSIONED . 12 CONST . SIGN 96 X 48 (PER DETAIL SH . 9) OQ RELOGATr- EXISTING 51GN �- CtVi1. � o DO0 N 4" 501.ID WHi7� EDGE STRIPE PER G►TY STD DWG. 133. ��_•''� �OfrESSj�1v,. APPROVED BY: � / Q DATE: � PPVPT Y Y C S� Fye CITY ENGINEER ��uv v R.C .E. ND. 24953 j %T i j DESIGN P R E P �_ R E O 8 Y RECOMMENDED c SIGN ON LIGHT POLENo. 18707 �n c�V1610N&BY THIEVES I✓H641, W0. wCS WARREN C . SIECKE J (s ♦c Exp. 6-30-01 * TRANSPORTATION & M SIGN ON GREEN STEEL CHANNEL 7 m� ZOO Z, Sf NIL tiQ DRAWN TRAFFIC ENGINEERING SHEET Li HR1Cx�oK 1. AGH �A Rc 04329'3 vare �O` CALL 20142 CANYON DRIVE 10 OF 33 H CHECKED YOR A LINDA, CALIFORNIA 92686 DRAWING r�40 c 17 3 5-3 WARREN C. SIECKE R.C.E. N0. 18707 CONDUCTOR SCHEDULE 14/, �T i4 I POLE SCHEDULE RUNS rl.LI STANDARD LUMINAIRE I . I . S . N . Si SIGNAL MOUNTING IPED. PUSH BUT. PLACEMENT A.W.G. CIRCUIT N0. TYPE HEIGHT SIG.M.A. LUM.M.A. (H.P .S.V. ) LEGEND I VEHICLE I PED. PHASE ARROW "A" "g„ REMARKS �i A 3 4 5 �6 &7 8 AAAAA i4A J Q 06 (FUT . 01) - - - - - - - 3 3 3 3 - - - - a I W A 29-5-80 20 ' 50' 15 ' 250W Hermosa♦moo 3-MAS SV-1-T SP-1-T 6 E- 4 . 5 ' 3 . 0 02 - 3 3 3 3 3 3 3 3 3 - - - - - ui ++ _-__�__� -_l-___ i-A 10' - - - - - TV-2-T SP-1-T 8 -� - c' r n ---"--`- -------- -- B SEE NOTES 6 7 AND 8 . 03 3 3 3 3 3 3 3 3 3 3 3 3 - - - v 115' BREAK _ _- - _ - O 29A-5-80 W) 35 ' 50' (N) 15' (N) 250W (U) Fourth , soo(N) MAS (N) SV-2-T (N) SP-1-T (U 8 (N) -� 6 . 0 ' 3 . 0 ' p2 (FUT . 05) - - 0 04 - - - - - 3 3 - - - - - - - - �l 1 C 1-A (N) 10' - - - - - TV-i-T (N) SP-1-T (U 8 (U) F 10 . 0 ' 3 . 0 ' SEE NOTE 9. 3 3 3 3 3 3 - - - - - - - 06 - 3 3 3 3 3 3 3 3 3 3 - - - - O ` D 15 (U) 25 ' - 15' (N) 250W (U) - - SV-2-T (U) SP-i-T (U 2 (U) i 100 ' 3 . 0 ' SEE NOTE 10 . I i 7 07 - - - - 3 3 3 - - - - - - - - m I + I ; Z E 29A-5-80 35 ' 50' 15 ' 250W Turner , 'V N 3-MAS SV-1-T SP-1-T 2 E-- 8 . 5 ' 3 . 0 ' 08 3 3 3 3 3 3 3 - - - - - - - - c\' F i-A 10' - - - - - TV-2-T SP-i-T 4 2 . 0 ' 3 . 0 ' 02 PED - - - - 2 2 1 2 2 2 2 - - - W G 24-4-80 25 ' 20' 12 ' 250W Fourth 30ST E MAS SV-i-T SP-1-T 4 E- 2 . 5 ' 3 . 0 ' #14 04 PED - - - - - - - 2 2 2 2 2 - - - p6 PED - 2 2 2 2 2 2 2 2 2 2 - - - - I w I H 22 35 ' - 15 ' 250W - - SV-2-TA SP-1-T 6 -� 5 . 0 ' 3 . 0 ' ' 3 ' ST LU - - - - - - - - - - 02 PED 2 2 2 2 2 2 2 - - - - - - - - I ` „ f I >� I 17A-3 80 35 12 250W Fourth ,oioo SV i T SEE NOTES 6, 7 AND 11 . p2 PPB - - - - 1 1 1 1 1 - - - - - - I J J i-A 7' - - - - - - TP-1 8 ISEE NOTE 11 . p4 PPB - - - - - - ID6 PPB 1 1 1 1 1 1 1 1 i 1 1 1 - - - I + I / ' I Q ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE SPECIFIED . (N) NEW EQUIPMENT TO BE FURNISHED AND INSTALLED . PPBPCOMMON 1 1 1 1 1 1 1 1 1 1 1 1 - - - = I ` I I I (U) = USED EQUIPMENT AS SALVAGED HEREON AND REINSTALLED . SEE NOTE 12. SPARES 3 3 3 3 3 3 3 1 3 3 3 3 3 I 6 �- TOTAL 13 25 2525 31 34 34 25 25 24 19 10 I I #12 I . I . S . N . S . 2 2 2 2 2 2 2 2 2 2 2 - - - 2 6 * INTERCONNECT - - - - - - - - - - - LJ6 �� 4Q I I OR I c; 1 I *� EVP CABLE 1 1 2 2 2 2 1 - - - - - - � _ O R 35' 1 1 + - � - i p6 DET . -- - 1 1 1 1 1 - - - - - - - - I \ X, - - - - - 9 DLC pe DET . - - - - - - 1 �I�6 / s 2 6 3 7 3 8 4 7 4 8 TOTAL - - 1 1 1 1 1 - - - - - - 1 - I C I I PHASE DIAGRAM _ _ _ CONDUIT INSTALLATION SHALL BE COORDINATED AM - - - - - - - - - - - - B O 3#14. C ERA POWER • O J „ - WITH BRIDGE CONSTRUCTION . SEE NOTE 9 . RG-59/ CAMERA CABLE - - - - - - - - - - - - - - - R=25 O 02• + - p 285 LUMINAIRE CIR 1 2 2 2 2 2 2 2 - - - - - - - 2 / TO CROSSWALK #10 LUMINAIRE CIR 2 - - - - - - - 2 2 2 2 - - - 2 8p SIGNAL COMMON 1 1 1 1 1 1 1 1 I 1 i 1 - - - 6 ---- - - - ---- WATER ------------- � _06p �2 TOTAL 3 3 3 3 3 3 3 3 3 3 3 1 _ - --- ---- #6 SERVICE - - - - - - - - - - - - - - 2 SEWER GAS + T� r, 8 12 --T--- / -}--� - " WATER - NYLON PULL ROPE - F_ - - - - - - - - - - 1 1 - .� T�� �-{ y �2 / , 8 GAS CONDUIT SIZE (INCH) 1 2 1 3 1 3 13 (N) 3 3 3 1 3 1 3 2-2 1 �g 02 2-3 2-2 2 2 .5 2 �7 -� HI �Bp � ALL CONDUITS ARE EXISTING UNLESS OTHERWISE SPECIFIED . L U EDISON _ O r� INSTALL NEW CONDUCTORS AND CABLES IN RUNS/I\ THROUGH A . yY; / �q� 1 w (N) = NEW . T i I _ * 1-12 PAIR #19 INTERCONNECT CABLE . c� I--�{ T Q�8 g ** 3020 SPECIAL CABLE WITH DRAIN WIRE . + ► '" \I SEE NOTE 12. 27' SEWER -�- 4-E-- - 08 CROSS-HATCHED AREAS DENOTE DETECTION ZONES WITH DESIGNATED CHANNELS FOR o A Q 8 ASSIGNING DETECTOR INPUTS TO THE CONTROLLER FROM AUTOSCOPE, TYPICAL . �'1\16�► / �� 1,{ 3 3 CITY OF RANCHO CUCAMONGA , ,, � 0 + ,4r, 7 �-} � ' c��a CITY OF ONTARIO 4 J F O U R T H ��_ S T R E E T 12 04 }� ; I 4I !4 'I _ 18" WATER - 04 - _ N 18' WATER I / - 1 EXISTING ECONOLITE ASC/2-2120 SYSTEM CONTROLLER IN A TYPE P/1 CABINET, -� WATER jT� 66 INCLUDING AUTOSCOPE 2004 VIDEO DETECTION AND EMERGENCY VEHICLE PRE- I 03 a• WATER !3 -7 o n EMPTION EQUIPMENT AND APPURTENANCES . y` P ��/{J6 , 04 �4p -0-- $ $ - - ,-T -� - 0 6 Y i V 1 /^r \ - -�, ED 0 TELEPHONE ^-� Q _L_,,u,, TELEPHONE 06 O , �-, 285 TO CROSSWALK 12 G a y- i O 8 NOTES I 6 �� / 0 Y _�_•c 02 � 10 9 I +: p D D 6 / 1 . ALL WORK AND MATERIALS SHALL CONFORM TO CALTRANS STANDARD S D RD PLANS AND GENERAL NOT / R 25 d '�1~1�' , 15 SECTION 86 OF THE CALTRANS STANDARD SPECIFICATIONS, BOTH DATED JULY ES I G d� 0 IOc 1992, AND THE CITY OF ONTARIO SPECIAL PROVISIONS FOR TRAFFIC SIGNALS 1! ��i, �, 1. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH THE CURRENT CITY OF ONTARIO R=35' EXCEPT AS INDICATED HEREON . I STANDARD SPECIFICATIONS AND STANDARD DRAWINGS . 1/e F EXISTING 120/240 VOLT TYPE III-CF SERVICE WITH ONE 2 . THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL O 'm m 60 AMPERE (SIGNALS) AND ONE 15 AMPERE (I . I . S .N .S . ) CONDITIONS ON THE JOB SITE . HAND DIG FOUNDATIONS UNTIL CLEAR OF 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH „ ,-„ Y CIRCUITS, METERED . EXISTING ON A SEPERATE METER, OBSTRUCTIONS . PH I I I � I � ONE UNDERGROUND SERVICE ALERT AT 800 422-4133 TI HE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES � 5 � � ONE 30 AMPERE (SAFETY LIGHTS) AND FOUR DOUBLE-POLE � 48 HOURS IN ADVANCE OF WORK . RESULTING R w 2 ' DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS WHETHER OR NOT SHOWN ON a 30 AMPERE (STREET LIGHTS) CIRCUITS . SERVICE THESE PLANS. 3 I INCLUDES TWO TYPE V P.E. CONTROLS FOR I . I .S .N.S . 3 . ALL SIGNAL HEADS SHALL BE METAL, ALL LENSES SHALL BE GLASS . ALL I AND SAFETY LIGHTS. 3. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED OR RELOCATED 1/,_L /! ,/, W VEHICULAR DISPLAYS SHALL HAVE 12" SECTIONS . AT THE DIRECTION OF THE CITY ENGINEER. UTILITIES ARE TO BE RELOCATED BY THEIR 4 . EMERGENCY VEHICLE PRE-EMPTION EQUIPMENT QUI ENT IS AN EXISTING PART OF THIS RESPECTIVE OWNERS . THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD TRAFFIC SIGNAL CONSTRUCTION . SYMBOL - i S B L DENOTES A ONE-WAY SENSOR WHILE I SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. I W SYMBOL A B DENOTES A TWO-WAY SENSOR . SEE CONTRACT SPECIAL PROVISIONS ., 4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT LOCATED IN THE FIELD, w m � a I 5 . SYMBOL � DENOTES ECONOLITE AUTOSCOPE VIDEO CAMERA MOUNTED ON LUMINAIRE UNLESS OTHERWISE w w 0 E ISE NOTED ON THE PLAN . THE CONTRACTOR IS REFERRED TO SECTION 5 w a z MAST ARM . SEE CONTRACT SPECIAL PROVISIONS FOR MOUNTING DETAILS . OF THE STANDARD SPECIFICATIONS. z 13 v Uj � n '0� 6 . RELOCATE EXISTING I . I . S . N . S . ASSEMBLY FROM LOCATION " I" TO LOCATION "B" 5. IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION 6409. 1 (b) OF THE CALIFORNIA LABOR CODE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE W J / Q INCLUDING FURNISHING AND INSTALLING A NEW POLE BRACKET AND NEW I . I . S . N . S . SCALE: 1" 20' � I I ; w m SIGN PANELS . DIVISION OF INDUSTRIAL SAFETY. ' � - 0 ' 1 7 . RELOCATE ECONOLITE AUTOSCOPE VIDEO DETECTION CAMERA COMPLETE FROM 6. STATE LAW (SB 3019) REQUIRES THE CONTRACTOR TO CONTACT UNDERGROUND SERVICE I 1 v a ( LOCATION " I" TO LOCATION "B" . NOTE: CONTRACTOR TO COORDINATE WITH CITY ALERT AND OBTAIN AN IDENTIFICATION NUMBER PRIOR TO THE ISSUANCE OF THE CITY'S 1 + OF ONTARIO FOR REPROGRAMMING OF AUTOSCOPE DETECTION AREAS BY CITY . o ENCROACHMENT PERMIT . THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT I I BCR LO (1-800-4CAN22-4133AFFECT AN8 UNDERGROUND UTILITIHOURS MINIMUM) IN DSANCE OF ANY CONSTRUCTION ACTIVITIES I --_--- - __ -- - __� N8N B . RELOCATE EXISTING 1-A POLE ASSEMBLY TO TEMPORARY WEIGHTED BASE PLATE AND THATZ I 120 BREAK m REMOVE FOUNDATION COMPLETE . INSTALL NEW FOUNDATION IN SAME LOCATION __-r-- --------� -- --- - - --i--- N I AND INSTALL REQUIRED POLE ASSEMBLY . cv 7. THE CONTRACTOR SHALL OBTAIN A NO-FEE TRAFFIC CONTROL PERMIT 48 HOURS PRIOR o TO TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY. THE CONTRACTOR IS 9 . INSTALL REQUIRED POLE ASSEMBLY ON FOUNDATION AS PROVIDED WITH BRIDGE REFERRED TO SECTION 7-10 .3 OF THE STANDARD SPECIFICATIONS . �pEESSI/1,�,. I I CONSTRUCTION . REQUIRED CONDUIT INSTALLATION TO BE COORDINATED WITH o c� E• Sj F,y I _ I � B. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING AND/OR BRIDGE CONSTRUCTION . ��� F�� I 1 H PAVEMENT MARKINGS, WHICH DURING HIS OPERATIONS HAVE BEEN EITHER REMOVED OR THE SIGNAL STANDARD PLACEMENT 1 10 . RELOCATE EXISING POLE ASSEMBLY TO NEW FOUNDATION AS SHOWN . EFFECTIVENESS OF WHICH HAS BEEN REDUCED. RENEWAL OF PAVEMENT STRIPING AND No. 18707 I MARKINGS SHALL BE DONE IN CONFORMANCE WITH SECTION 310-5 .6 OF THE STANDARD IK EXP. DETAIL Exp. 6-300! * I ` 11 . SALVAGE POLE ASSEMBLY . REMOVE FOUNDATION COMPLETE WHERE APPLICABLE . SPECIFICATIONS. � CA� ��Q I I SCALE: NONE 12 . INTERCEPT, REWORK AND EXTEND EXISTING CONDUIT AS SHOWN . 0 In w REVISIONS DESIGNED BY P R E P A R E D B Y CITY OF RANCHO CUCAMONGA D MARK DATE BY APPROVED/RCE N0. DATE I T Y Q F ONTARIO WARREN C . SIECKE TRAFFIC SIGNAL PLAN SHEET 18 of 33 LL TRANSPORTATION & DRAWN BY /9z aIr TRAFFIC ENGINEERING CONTRACT DATE REVIEWED BY _ _ _ z#i� 9 ��` 20142 CANYON DRIVE FOURTH STREET & J ' ` ASSISTANT CITY ENGINEER DATE YORBA LINDA AL FORNIA 92686 �V ACCOUNT rV CHECKED BY 'L a _ ACCEPTED BY 4",04" G_ 8/4,/00 APPROV DAT HERMOSA AV TURNER f73ssDATE 7-�g dCITY ENGINEER DATE / DWG.NO. - WARREN C. SIECKE R.C.E. N0. f8707 9+73.75 10+26.25 '1- BRIDGE (WIDEN) EL 1029.34 5� EL 1029.26 PROFILE GRADE 27,_11 NO SCALE 10 13'-11y2" 13'-1112" 52'-6" MEASURED ALONG (L BRIDGE (WIDEN) BB MEB I - SIDEWALK 4 I - -- -- - - - - - - - 4 I TRAFFIC SIGNAL VARIES CONDUITS � 1'-p" — FG PROFILE GRADE SIDEWALK 6 - -_ - _---_- -'--_ -- --—_ `--_-- ASPHALT C ON C PAVING o 11 3 14 U +1.00 II II � i APPROX OG c� PRECAST PRESTRESSED CONCRETE I I O I I I 3,-9„ e, � I GIRDER WITH COMPOSITE 7 ® CONCRETE DECK CLOSURE I I IPOUR NORTH ABUT SOUTH ABUT SECTION B-B 1 „ - 4' - - -_ _ - -- -- -- -- - - -- - - - EXISTING CHANNEL PILE DATA - CLASS 45 (ALTERNATIVE „X») DATUM EL 1010.00 12'-11 "± MIN VERT CLR DESIGN NOMINAL RESISTANCE DESIGN SPECIFIED SECTION A-A LOCATION TYPE LOADING (KIPS) TIP ELEVATION TIP ELEVATION (SERVICE) COMPRESSION TENSION 1 " = 5' SOUTH ABUTMENT t CLASS 45 75 KIPS 150 KIPS 0 981 .5(1); 1001 .5(3) +981 .5 Q NORTH ABUTMENT CLASS 45 75 KIPS r 150 KIPS 0 981 .5(1 ); 1001.5(3) +981 .5 o I QZ of 0 Q DESIGN TIP ELEVATION IS CONTROLLED BY THE FOLLOWING DEMANDS: z � U (1 ) COMPRESSION; (2) TENSION; AND (3) LATERAL 0 0 > ICh Q -H TOE OF FILL T. DEER CREEK CHANNEL < TOP OF FILL--,,,, 20+83.460± I QCV „ 1 00 7--0 2: 1 _ 1 0 5 = I 0 \ O-. BB t BRIDGE (WIDEN) , ej i z , „ Of 'Z(/9+73.75 ' 6 -6 16. EL 1029.34 320-00'± 32P-Opp � �� O.- (L BRIDGE (WIDEN) 10+00.00 ��,� �` LEGEND: INDEX TO P 1 / LAN S It DEER CREEK CHANNEL 20+71 .78± '' O1 PAINT "DEER CREEK BRIDGE 15 4 q- DEER CREEK CHANNEL " SHEET N0. TITLE i A B 20+85.694 PAINT YEAR CONSTRUCTED S-1 GENERAL PLAN � S-2 FOUNDATION PLAN C+1 3 , TOE OF FILL CONCRETE PARAPET - 2 FEET S-3 REMOVAL PLAN S-4 NORTH ABUTMENT LAYOUT ± �� 5 ® ORNAMENTAL METAL FENCE S-5 SOUTH ABUTMENT LAYOUT \ TOP OF FILL 5 S-6 ABUTMENT DETAILS NO. 1 6 2'- cv CHAIN LINK FENCE, SEE ROAD PLANS" S-7 ABUTMENT DETAILS NO. 2 EXIST CURBS-8 TYPICAL SECTION � \ © BRIDGE REMOVAL (PORTION) S-9 GIRDER � U 15 S-110 PRES RE SEDI GIRDER BRIDGE (WIDEN) �7 CLOSURE POUR (L HERMONSA AVE 10+47.05± (L BRIDGE MISCELLANEOUS DETAILS 4 ® CONSTRUCT SIDEWALK CURB S-12 LOG OF TEST BORING T_ DEER CREEK CHANNEL '' �pX - - RAW 20+00.00± �41 43°11'00"f B of 90 CONSTRUCT SINGLE RAMP RETURN, SEE "ROAD PLANS" SKEW N 10 10 TRAFFIC SIGNAL 9 1 8 of 11 TRAFFIC SIGNAL CONDUIT TO BE EB t BRIDGE (WIDEN) CO RELOCATED, SEE "TRAFFIC PLANS" xv� EL 10225 1� SPRINKLER LINES TO BE RELOCATED, ' +I , EL 1029.26 - „ o %' G� / o SEE ROAD PLANS ,� � ��� DEER CREEK CHANNEL i� 0 PULL BOX, SEE "TRAFFIC PLANS" NO. DESCRIPTION OF REVISION DATE APPROVED � '' �, P� ,�� I .;' 20+57.78± „ t FOURTH ST 19+62.93± �� �'�/�`L TO ® RIVER ROCKS, SEE LANDSCAPE PLANS CITY OF RANCHO C U CAMO N GA ONTARIO 15 CONCRETE PARAPET - 1 FOOT T_ DEER CREEK CHANNEL CITY OF RANCHO CUCAMONGA 19+45.53± DEER CREEK BRIDGE (WIDEN) '' � _ " _ r- FOURTH STREET - o _ _ _ _ _ _ _ ® DENOTES POINT OF MINIMUM VERTICAL CLEARANCE AT FOURTH STREET & HERMOSA AVENUE 19+50 '` 0 20+50 " ' N 89 47 34 W± �O� / CITY OF ONTARIO - - DENOTES DIRECTION OF TRAFFIC GENERAL PLAN o � I ® BRIDGE REMOVAL (PORTION) NOTES: 1. FOR "GENERAL NOTES", SEE "FOUNDATION PLAN" ® CLOSURE POUR APPROVED BY: j / _ DATE: / CITY ENGINEER 1,�CCf,( R.C.E. 24593 �O � (L FOURTH STREET 20+00.00± PF Ess1 2. TRAFFIC SIGNAL CONDUITS NOT SHOWN FOR CLARITY. � � t HERMOSA AVE 10+00.00± SEE "TRAFFIC SIGNAL PLANS" INDICATES NEW STRUCTURE ��`�� �N'EN C"o DESIGN � RECOMMENDED W i � T. J. CH OU W. Koo dl: Associates, Inc. — INDICATES EXISTING STRUCTURE 4 600 ma City Pork wa West, Since 310 OH PLAN o. 81 3 Oran e, co 92668- 280 o 3 "ROADFOR RIGHT OF WAY LAYOUT, SEE _ _ _ Exo,O i30i('4[ DRAWN PH: 714 456-0260 SHEET � — INDICATES RIGHT OF WAY LINE * ` * W j FAx: 7143 456-0295 E 0o NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS 1 " = 20' N. SHU 23 33 �l9lErFOQ�\P CHECKED %o OFC �WBEFORE ORDERING OR FABRICATING ANY MATERIALS. T.J. CHOU R.C.E. NO 48193 DRAWING NO. -co A WANG DATE 9/12/00 FlLE NO GENERAL NOTES LOAD FACTOR DESIGN 1 r ' DESIGN: BRIDGE DESIGN SPECIFICATIONS (1992 AASHTO WITH INTERIMS AND REVISIONS BY CALTRANS) N i 8 A A fi 00 DEAD D: INCLUDES 35 PSF FOR FUTURE WEARING SURFACE. 001. 0 � z / LIVE LOADING: HS20-44 AND ALTERNATIVE AND PERMIT DESIGN LOAD. ' Q , .� ' ��, SEISMIC LOADING: PEAK ROCK ACCELERATION = 0.5 g Q I i \0,, ARS CURVE FOR AN EARTHQUAKE MAGNITUDE OF ' I N ' , �� 7.0 FIGURE R3-8 OF ATC-32 ' Do I (SOIL PROFILE TYPE D) Y k Of r o I EXISTING CHAIN LI K FANCE _ ( o z ' fi . � REINFORCED f y = 60,000 psi TO REMAIN CONCRETE: f' = 4,000 psi 9+75.00 ' n 9 TRANSVERSE DECK SLABS (WORKING STRESS DESIGN) T_ DEER CREEK CHANNEL = I I f s 20,000 psi 019.80 i \ ,� ,�� BRIDGE (WIDEN) 10+00.00 20+83.46± f' = 1 ,200 psi ' T_ DEER CREEK CHANNEL 20+71 .78 n = 10 PRESTRESSED C) I •', ' J� CONCRETE: " SEE PRESTRESSED I GIRDER SHEET � , NO EQUIPMENT IN EXCESS OF H-20 HIGHWAY LOADING AASHTO WILL BE 2'-0" G/`�' PERMITTED TO OPERATE ON THE INVERT OF THE EXISTING CHANNEL. ONLY J Q- -h 0 L 'D`�' RUBBER-TIRED, LEGALLY LOADED EQUIPMENT SHALL BE OPERATED ON THE REMOVE EXISTING ' �� �, ( \ 1 \,O>, �r EXPOSED CHANNEL INVERT. IF STEEL CRAWLER TYPE EQUIPMENT IS USED, TRAFFIC SIGNAL, �,,A°l I / R�,, WOODEN MATTING SHOULD BE PROVIDED OVER THE INVERT IN THE OPERATION ,. I \ WWLOL SEE TRAFFIC ��L 'S 0 AREA. LOADS FROM TRACK VEHICLES SHALL NOT EXCEED 300 PSF ON THE PLANS" N89 47 34 W SURFACE OF THE BOTTOM OF THE INVERT SLAB. 10+25.00 (L BRIDGE (WIDEN) op - / _ • R MOVE EXISTING � / T AFFIC SIGNAL, 1019.70 S � E "TRAFFIC EXISTING 12"0 WATER LINE CALTRANS STANDARD PLANS DATED JULY 1992 -- - TO REMAIN A10-A ABBREVIATIONS y.. A10-B SYMBOLS EXISTIN RIVER ROCK, � � ,, - TO BE REMOVED ANP/REUSED �___ - A35-A PORTLAND CEMENT CONCRETE PAVING DETAILS SEE of NDSCAPE ANS" A62-C LIMITS OF PAYMENT FOR EXCAVATION _ _ _ _ _ _ AND BACKFILL BRIDGE BO-1 BRIDGE DETAILS ' BO-5 BRIDGE DETAILS - - BO 13 BRIDGE DETAILS REMOVE EXISTING EXISTING SIDEWALK �_ TO BE REMOVED EXISTING GAS LINE B2-5 PILE DETAILS, CLASS 45 AND CLASS 70 (L HERMOSA AVE '10+47.05± ' TRAFFIC SIGNAL, TO REMAIN B6-10 UTILITY OPENING T-BEAMS � DEER CREEK CHANNEL � SEE TRAFFIC SEE ROAD PLANS PLANS" ES-6B LIGHTING, STANDARD TYPES 15, 21 AND 22 20+00.00 , '' ES-6Q SIGNAL AND LIGHTING STANDARDS CASE 3 ARM LOADING / WIND VELOCITY = 80 MPH / ARM LENGTH 20, TO 45 ES-76 SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS Gw /�, ELECTRICAL DETAILS STRUCTURE INSTALLATIONS (L FOURTH ST 19+62.73± �w�w /5-0 EXISTING O ( 8"0 WATER LINE TO REMAIN CALTRANS STANDARD (L DEER CREEK CHANNEL � ��� ' PLAN SHEET NUMBER 19+45.53± ' / DETAIL NUMBER �Xo o FOURTH ST CITY OF RANCHO CUCAMONGA �- - - - - - - - - - L- - - - - - - �--- o - - - - - - - - - - - 19+50 - - / o N89 47 34 W± 20+50 ---CI-TY--_0F--ON-TARJ 0 - - - - I -- - FOURTH ST 20+00.00 ! NO. DESCRIPTION OF REVISION DATE APPROVED 01, I (L HERMOSA AVE 10+00.00 ,� �XoQQorFss,O, CITY OF RANCHO CUCAMONGA �N�EN Cti,�G 4 3J DEER CREEK BRIDGE (WIDEN) * * AT FOURTH STREET & HERMOSA AVENUE CIVIL o•. LEGEND: OF C4 \E� \` BENCH MARKS: FOUNDATION PLAN DENOTES NEW STRUCTURE NOTE: BM NO. 1 - - - - DENOTES EXISTING STRUCTURE APPROVED BY: DATE: _ CITY OF RANCHO CUCAMONGA 10004 CITY ENGINEER R.C.E. N 24593 ALL PILES SHALL BE PER-BORED ELEV 1035.917 XX.XXX DENOTES BOTTOM OF PILE CAP DESIGN RECOMMENDED TO ELEV = 1006 PRIOR TO PILE DRIVING T. J. CHOU W Koo & Associates, Inc. PLAN B M N 0. 2 z 600 The City Parkway Weet, Suite 310 Oran e, Co 92868-0280 ` ❑ DENOTES VERTICAL PILES DRAWN PH: 714 456-0280 SHEET 1 = 10 CITY OF RANCHO CUCAMONGA 10009 ..; FAX: 714; 456-0295 N. SHU 24 3 3 o NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS ELEV. 1019.686 OF p$ CHECKED T.J. CHO 48193 DRAWING N0. �� BEFORE ORDERING OR FABRICATING ANY MATERIALS. A. WANG R.C.E. NO 1735—S-2 03 DATE 9 12 00 FILE NO _rn� 'i Milim ill 26'-11 ± / / 299-210 r------------------------------�,,/ 1, 0" I II II -- -- -- - _ _ _ _ - _ _� T- GIRDER, TYP EXIST WIDENEDANaf - - -- -- — m STRUCTURE , U STRUCTUREe, I +1% 1 '-3"± , I I I TOP OF EXIST WALL I , 20+83.46± EL 1025.95± - ' WIDENING o STRUCTURE J-1 11 . I , I I TOP OF EXIST ABUT SEAT ; "± " 0 ;- 2 SAW CUT LINE DEER CREEK CHANNEL 50"± I cv EXIST 20+57.78± j 20 20+57.78± +83.46± I , STRUCTURE I I I EL 1025.96± I I � EXIST CHANNEL WALL 110 CHDA ER REEK i I EXIST ABUTMENT , I WALL I , 77 q- EXTENDED DEER CREEK CHANNEL , EXIST TRANSITION WALL � OUTSIDE FACE OF EXIST EXTERIOR GIRDER „ I I I 2 0 ± I I I I I ' FL FL � I 20+83.46± EXIST PARAPET4 I I 20+57.78± I ' El 1013 21l f o II 1013.06± -- - - -- -- -- -- -- -- _ - - - - -- -- -- -- -- -- I I ' I I I EXIST ABUT WALL EXIST TRANSITION ; EXIST CHANNEL WALL, TYP WALL, TYP TYPICAL SECTION -- - - -- 3, - - - - -- - - - - - - — �C - - - - -- -�E- -- NOTE: I II NORTH ABUTMENT SHOWN, SOUTH ABUTMENT SIMILAR i II I II I II L-----------------------------_{� \ \�\\ LEGEND: CITY \\�\ BRIDGE AND TRANSITION WALL NO. DESCRIPTION OF REVISION DATE APPROVED \ \ � PLAN REMOVAL (PORTION) \� � DENOTES NEW STRUCTURE CITY OF RANCHO CUCAMONGA 1 " = 5' - _ DENOTES EXIST SRUCTURE DEER CREEK BRIDGE (WIDEN) x x- DENOTES EXIST CHAIN LINK FENCE AT FOURTH STREET & HERMOSA AVENUE REMOVAL PLAN APPROVED BY: DATE: CITY ENGINEER R.C.E. N 24593 0 DESIGN T. J. CHOU 3 RECOMMENDED CL „yo ��� W. Koo dt Associates, Inc. `; c _ 600 The City Parkway Went, Suite 310 w x Oran e, Ca 92868-0280 ly, 0 DRAWN s - J PH: 714) 456-0280 SHEET 'e$.l FAX: 714)) 456-0295 N. SHU 25 33 o NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS OF 18 BEFORE ORDERING OR FABRICATING ANY MATERIALS. srglf CIVIL O���Q CHECKED T.J. CHOU R.C.E. NO 48193 DRAWING NO. —� OF C AUF A 7 A. WANG 12 00 DATE 9 nLE No i V` T- INTERNAL FACE OF T- STUB WALL SHEAR KEY T- STUB WALL TRANSITION WALL BRIG NORTH ABUT 6'-10" 6'-10" 5'-0" & (LBRG SOUTH ABUT 10" 10" #8X5'-0" DOWEL ' ' BONDED TO GIRDER, 3" 1'-3" 1'-3" ' TYP TYP C (TOT 4 ® EACH GIRDER) LIMIT OF BO-5 (L BRIDGE-1 � 7 CONT, TOT 4 REMOVE EXIST 5-11 3"0 SLOTTED WIDEN ' 8�2„ '� TRANSITION WALL 2- #6 , # PVC DRAIN PIPE TYP I o (EXTEND TO EDGE OF DECK) CAP END `n ~ #4 f C ® 12 HORIZ C- ---- -- _-r - - - - - - - - -- - - - B/W GIRDERS 4" FILLET, TYP _ _ _ _ I_f� _ _ _ BRG NORTH ABUT CONST JT I STUB WALL LI-J I �l� LI J FRONT FACE OF ABUT I q I I I I 8X5'-0" DOWEL # #8 CONT, TOT 4 � _ 1 _ _ _ _ _ _ _ _ J _ � L I_ J _ _ _ _ _ _ _ _ _ _ _ BONDED TO GIRDER, DIAPHRAGM T I I - - - - - - - - I- I - - LL - -I- I - - - - - - - I I EL X12 X1 /2 1 _ - - - - - 7 - T , -T I - -I- - ELASTOMERIC ,BEARING PADS (TOT 4 ® EACH GIRDER) I GEOCOMPOSITE DRAIN, I I SEE ELASTOMERIC 6'-10" 1 1 6'-10" I I 6'-1 1 13'_ (TOT 4), I SEE "ABUTMENT DETAILS A - -- -- - - - - - - J BEARING PAD DETAILS" ON A 10 I I I I _ I _ _ _ _ _ _ "ABUTMENT DETAILS NO. 2" SHEET 2" CLR #8 5'-0" TOT 4 ' I ;. N0. 2" SHEET r� CONST JT -- GGI- - - - - - -1- - - - - - - - - - - - -1- - - - - - - - - - -1- - - - - - - 4- - -4 - _ --- - - - _ TYP BETWEEN GIRDERS I ti I• �I (L BEARING PAD, TYP #5 BETWEEN GIRDERS, 2 MIN GAP #6 ® 12 TOT 6 i i FILL WITH EXPANDED INTERNAL POLYSTYRENE SHEAR KEY PARAPET ON DECK I „ R #7 CONT PLAN #4 ® 12 ; 1 „ 2 GOUT TOT 4 EACH FACE 1 EXPANDED 1 " = 00 3'-0" I I POLYSTYRENE, 2" CLR ' #4 f TYP TYP ® 12 HORIZ BO-1 EXPANDED POLYSTYRENE 0-1 I ISAME EXP POLYSTYRENE. 1 -6 SAME THICKNESS THICKNESS 13-1 B ; SAS BRIG PAD #6 TOT 4 REAR SHEAR KEY AS BRIG PAD, TYP BRIDGE (WIDEN) 4"0 FORMED HOLE, TYP 0-1 CLOSURE POURC6- 01 I (E FUTURE UTILITY OPENING ( 0-1 = _ _ _ _ _ _ _ %2" EXPANDED _ POLYSTYRENE SEE _ � 13-1 - U—14 STUB WALL 4"0 FORMED HOLE AG , o13—2- - ►� 8%2 (BEHIND), TYP (APPROX FOR 2-2"0 TRAFFICSHEAR I #4 TOT 2 SIGNAL CONDUITS -- BO-1 ' BEYOND00 KEY10 000 • • WINGWALL SEE "DETAIL 1 " ON ,_ - I CONST JT "ABUTMENT DETAILS I 7 - - -' _1 q; F , ELASTOMERIC y2" EXPANDED N0. 1" SHEET � / � I 1 ' ~I - - -1% - BEARING PAD, � JOINT FILLER o - - - - - - --�� _ _ - - - - - - - - - - - - -�� - - - - - - - _ _, - - - - - - - - I I SEE "ABUTMENT #4 I ® 12 - - - - - - - - - - -- , DETAILS No. 2" og TOP OF SEAT 1 -0 I I I I ' SHEET11 — #6 (LEVEL) - - - - - - - - - - - - - 1� - - - - - - - - - - - - - - I I - - - - - - - - - I 2" CLR li 1 � T � � #7, TOT 5 I 11 TOP & BOTTOM 00 EXISTING I I0000 NOTES: TRANSITION WALL 1. ORNAMENTAL METAL FENCING #5 ® 12 NOT SHOWN FOR CLARITY 2. FOR "SECTION C-C", I SEE "SOUTH ABUTMENT LAYOUT" SHEET 3. FOR SECTION G G , I PILING, SEE NOTE, TYP „ I B SEE ABUTMENT TAI N I DETAILS 0. 1 SHEET , I SEE "INTERNAL 2'_0' I '_o" VIEW A- A SHEAR KEY DETAILS" I I I N "ABUTMENT�> » 0 BU MENT DETAILS No. 2" SHEET 1 = 3 -0 � � I 3" j,3" ----(L PILING, TYP (L BRIDGE (WIDEN) 011± 15'-2%2" 13,_11 , /2" I � PILE TYP SECTION B-B 1 „ = 1 ,_0„ o ►� I _ _ N o �--T - - - -�--T- - - -r-T - - - - , - � B R G NORTH ABUT & L TJ , — — — — qT— �— — — I _ I — — — — CITY I — — r — NO. DESCRIPTION OF REVISION DATE o PILE CAP __ __ _— APPROVED -- - - I I I CV I CITY OF RANCHO CUCAMONGA 3 PILE SPACES ® 3'-8" = 11 '-0" 2'-5%2" 3 PILE SPACES ® 3'-8" = 11'-0" NOTES: DEER CREEK BRIDGE (WIDEN) 1 . PILES SHALL BE DRIVEN INTO PRE DRILLED HOLES, AT FOURTH STREET & HERMOSA AVENUE 1 '-2%2" LEGEND: WHICH EXTEND TO 5'-0" BELOW BOTTOM OF THE 29'-2" EXIST INVERT. BACKFILL HOLE AFTER PILE DRIVEN NORTH ABUTMENT LAYOUT ® OR WITH DRY SAND OR PEA GRAVEL, SEE DENOTES CLOSURE POUR PROJECT SPECIFICTIONS. APPROVED BY: DATE: FOOTING PLAN 2. PILES SHALL BE ALTERNATIVE "X" AS SHOWN ON CITY ENGINEER C� �« R.C.E. N 24593 c DENOTES BRIDGE REMOVAL (PORTION) CALTRANS STANDARD PLAN 132-5.� ofIcc, OQR � DESIGN RECOMMENDED z 1 " = 3'-0" `` t�EN Chp�1. T. J. CHOU W. Koo & Associiaytes, Inc. �� G Orion e,e0Y92868Porkw02 0� Suite 310 W , , DENOTES VERTICAL PRECAST CONIC PILING �J� DRAwN PH: 714 456-0280 SHEET No 93 /30/j4/ N. SH U ! FAX: 7143 456-0295 2 6 3 3 0 NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS * ! s *+/ CHECKED T.J. CHOU 48193 DRAWING NO. OF . l'9l CIVIL Q��P / R.C.E. NO �� BEFORE ORDERING OR FABRICATING ANY MATERIALS. A. WANG aD�O 5—S-4 ��O F CF C Ate C DATE 9/12/00 FILE NO i �o (L INTERNAL T- STUB WALL SHEAR KEY STUB WALL 6'-10" I C 6'-10" 10" 10" TYP TYP ' (L BRIDGE C >>. I (WIDEN) 8 y2" o I 3"0 SLOTTED PVC DRAIN PIPE, TYP CAP END I i T- BRIG SOUTH ABUT �F �� �� �� ' I ��- --1 f-, - -1-1 12"X12"X1 2" J I LI-J LI� i I LI- I ELASTOMERIC BEARING PADS - -I- - - - - - - - - - - - - - - - - - - - - ]- I - - - - - - - - - (TOT 4), SEE "ELASTOMERIC _ _I_ I _ _ _ _ _ _ _ _ _ I _I_ _ 11 _ _ I _i_ _ - - - _ - - - I _ 1 D I I I I I I I I I I I I ORNAMENTAL METAL FENCING, BEARING PAD DETAILS ON 3' p" I I 6'-10" I I 6'-10" I 1 6'-10" I I j D DETAILS" ON "MISCELLANEOUS "ABUTMENT DETAILS NO. 2" SHEET 1 i _ _ _ _ _ _ _ __ DETAILS" SHEET -- -- -- - - - - I -- - - - - - - - - L - - - - - - - - - - - - - - - - - - — I I I 1'-0" G GWWLOL BEARING PAD, TYP 11 11 11 I I I I 11 11 I EXISTING FR 0 NT FACE OF A BU T Z Z w ww I ##4 CED 12 wII II TRANSITION WALL-) DIAPHRAGM Q � Q � I I I PLAN 1 I I 11 -5 Q co ^Q m 111 = 3'-Off Q 11 Q EXPANDED POLYSTYRENE of 0 Z 4 CONT SAME THICKNESS �, o o # AS BRG PAD, TYP 0-1 4"0 FORMED HOLE GEOCOMPOSITE DRAINZ v' (TOT 6 FOR 2'-0" CONC PARAPET, , STUB WALL It FUTURE UTILITY (L BRIDGE (WIDEN) 13-1 FOR 2-2"0 TRAFFIC SEE "WEEP HOLE AND (TOT 4 FOR 1 '-0" CONC PARAPET) (BEHIND), TYP OPENING SIGNAL CONDUITS GEOCOMPOSITE DRAIN - 6-1 4"0 FORMED HOLE, TYP DETAILS" ON "ABUTMENT B 1'-3"X1'-3" , I 8� J14 1 ►_Off CLOSURE POUR DETAILS NO. 2" SHEET APPROX FG /2 U :. OPENING WINGWALL BO-1 - - - 2" CLR 1� I I I TYP I I 1 _0 I WINGWALL REINF I ---� PER OF SEAT _ _ _ _ _ _ _ _ _ I I - - - - - - - - - - - - - - - - - - - (LEVEL) rBO-1 4"0 FORMED HOLE 1 -5 NOTES: 1 . ORNAMENTAL METAL FENCING 2- ##4 NOT SHOWN FOR CLARITY 2. FOR "SECTION B-B", A SHEET B SEE "INTERNAL SECTION C—C SEE NORTH ABUTMENT LAYOUT" S EE SHEAR KEY DETAILS 3. FOR "SECTION G-G", VIEW D—D ON "ABUTMENT DETAILS NO. 2" SHEET SEE ABUTMENT DETAILS NO. 1 SHEET 1 " = 3'-0" I;- BRIDGE (WIDEN) 13'-11 %2" 15'-2%2" T- PILE, TYP 0 I i� r--� r -I r O N - ---r-T - _ �—� - - r--T - _ - ' _ - —T--T - —�_�— - r--->— - _ �—�— _ BRIG S 0 U TH ABUT & CI TY I - - - - T- PILE CAP NO. DESCRIPTION OF REVISION DATE APPROVED N I I I CITY OF RANCHO CUCAMONGA 3 SPACES ® 3r-8" ll '-O" �I 20 -5/2ff I 3 SPACES ® 3 -8" ll '-O" 1 DEER CREEK BRIDGE (WIDEN) AT FOURTH STREET & HERMOSA AVENUE 1 '-2%2" 29f-219 �,nf ESS104, SOUTH ABUTMENT LAYOUT LEGEND: 2 3SI z APPROVED BY: " - , DATE:0. �, _y' DENOTES CLOSURE POUR * ,t0 '30�ba CITY ENGINEER C�(G(,�,fl R.C.E. K1b. 24593 FOOTING PLAN tl C/V{L DESIGN RECOMMENDED � � W. Koo dt Associates, Inc. O „ S— „ Wit,,fir CAl1FC4 T. J. CHOU 800 The City Parkway West, Suite 31d elk 1 = 3 —0 r--, -..s:. Oran e, Co 92868-0280 N ; ; DENOTES VERTICAL PRECAST CONC PILING DRAWN PH: 77 14) 456-0280 SHEET FAX: 714)) 456-0295 ^7 N. SHU 1 W NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS 7 CHECKEDT .C.E.T.J. CHOU RNO 48193 DRAWING N0. og BEFORE ORDERING OR FABRICATING ANY MATERIALS. A. WANG Fl DATE 9/12 00 �E No 1735-5-5 of I;— BRG ABUT I;— BRG ABUT I 6'-3v$ I ABUT REINF E . T_ STUB WALL ' -- -- ---I--- -� io #4 '7�� ® 12 2" CLR #47_ @ 12 i (ALT HOOK) TYP I STUB WALL #7 ® ILL 8 I � I 0 F I I F — — — — — — — — — — — — — — T. STUB WALL I 2" CLR ' I TYP o I CONST JT 2" CLR I TYP � \�#5 �-- #� I Uj r > » I I 50-091 I w , O Q I > I #7 2" EXPANDED I I POLYSTYRENE I TOP OF REAR SECTION F-F oo SHEAR KEY I I I00 1 " = 1 '-0" 00I 00 00 o oo II TOP OF PILE CAP 00i E #5 CSD 12 #5 EACH FACE I I _ _t SECTION ION E- C E 1 " — 1 '-0" I I I STUB WALL DETAILS 3'-9" 3'-9" CLOSURE POUR CLOSURE POUR 2— #7 #6, TOT 10 #6 2— #7 I 39—6 Ll ------------- — CONST JT #5 INTERMEDIATE #5, TOT 4 DRILL & BOND ' ( #5 (L) DIAPHRAGM DOWEL ® 12 3 I 2" CLR #5 ® 12 � I #8 TYP CITY —— — —— NO. DESCRIPTION OF REVISION DATE APPROVED 2" MIN EXPANDED CITY OF RANCHO CUCAMONGA 2—#7 ''J 2—#7 POLYSTYRENE DEER CREEK BRIDGE (WIDEN) AT FOURTH STREET & HERMOSA AVENUE BEYONDFOR DIAPHRAGM NOTE: ABUTMENT DETAILS NO. 1 FOR DETAILS NOT SHOWN, SEE "DETAIL 1 " & "SECTION B—B", DETAIL 1 SECTION G-G ON "NORTH ABUTMENT LAYOUT" SHEET APPRCITY SOVED BY:NG NEER CC(Cc�C� � ' ' RCE. 0. 24593 o QRpF E SSIp/v T. J. CHOU W. Koo do Associates, Inc. 1 = 1 —0 �` F N yhENDED � �yC DESIGN RECOMMENDED 1 " — V-0" EC MM G >V 600 The City Parkway West, Suite 310 112(� Oran e, Ca 92868-0280 Ear 6 30/Q� DRAWN PH: 714 456-0280 SHEET No f, -� FAX:77143 456-0295 i NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS *sr civic �P*/ N. SHU 28 OF 33 I BEFORE ORDERING OR FABRICATING ANY MATERIALS. �rFOF CAtWFp�� CHECKED T.J. CHOU R.C.E. NO 48193 DRAWING NO. 0 DATE 9/12/00 FILE NO 735-S-6 00 _rn� SHEAR KEY (L BRG PAD %2" EXPANDED #7X8'-0", JOINT FILLER BACK SHEAR KEY TOT 4 2CLR SEE "DETAIL 2" " � 2" CLR TYP TOP OF ' GALV SHEET METAL EXPANDED POLYSTYRENE TYP I BACK SHEAR KEY SAME THICKNESS (BEYOND) p_1 FACE OF AS BEARING PAD �, EXPANDED BRIDGE END DIAPHRAGM POLYSTYRENE 13-2 6 �O FILTER FABRIC TOT 4 " WRAP AROUND H (L BRG PAD ►� EACH CORNER #7 2,-6„ �0 X #7, TOT 5 TOT 4 TOP & BOTTOM EACH FACE 22 F - #5 CLR �- 12"X12"XY2" #6 n ' ADDITIONAL 4- #7X10'-0" 3" 6„ 6„ 3» ELASTOMERIC BRG PAD " I TOP & BOTTOM EXPANDED POLYSTYRENE 1 -0 1 -0 , SAME THICKNESS BEARING PAD 0-1 TOP PLAN 13-1 NOTE: REINFORCEMENT IN ADDITION TO INTERNAL SHEAR KEY DETAILS ABUTMENT DIAPHRAGM GEOCOMPOSITE DRAIN AND PILE CAP REINFORCEMENT - FILTER FABRIC 14 GA GALV STEEL SHEET COATED WITH SILICONE GREASE EXPANDED POLYSTYRENE 3" mm 0 PLASTIC PIPE (SLOTTED) � SHEAR KEY vp #4 REAR SHEAR KEY o e END DIAPHRAGMD/a I TP B 3" BEARING 3" D 00 PAD DRAINAGE PAD 2'-0" (MINOR CONCRETE) LAP SECTION 4" ---------------- 9„ I U#5 ELASTOMERIC BEARING PAD DETAILS NO SCALE BOTTOM T- BRG ABUT #6 nTO T 6 WEEP HOLE AND GEOCOMPOSITE DRAIN DETAILS NO SCALE EXPANDED POLYSTYRENE SAME THICKNESS AS BEARING PAD ro1 SECTION H—HooN 13-1 o 00 N %2" EXPANDED 0-1 POLYSTYRENEITY N0. DESCRIPTION OF REVISION DATE APPROVED 13-2 CITY OF RANCHO CUCAMONGA DEER CREEK BRIDGE (WIDEN) j2" EXPANDED AT FOURTH STREET & HERMOSA AVENUE JOINT FILLER DETAIL 2 ABUTMENT DETAILS NO. 2 APPROVED BY: - DATE: 9 -t�7; cd �OQROFESSI07,� CITY ENGINEER L. <� , R.C.E. N'6. ' 24593 Q 1�N}EN C,y�G DESIGN RECOMMENDED L = T. J. CHOU W. Koo & Associates, Inc. t 600 The City Parkway West Suite 310 o ;30/ Oron e, Co 92868-0280 N 04 DRAWN s €-� ) SHEET PH: 714) 456-0280 0 * * FAX: 714 456-0295 NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS sl C/vi` N. SHU 290E-3-3 o BEFORE ORDERING OR FABRICATING ANY MATERIALS. glEpf CAUF��� CHECKED T.J. CHOU R.C.E. NO 48193 DRAWING N0. o) A. WANG DATE 9/12/00 RLE Na 1735—S-7 08 _rn� 29'-2" f EXISTING PARAPET, 59_ 8"f 3 GIRDER SPACES ® 6'-10" = 20'-6" 3'-0" CHAIN LINK FENCE AND DECK OVERHANG I TO BE REMOVED 6" VARIES 6" I CONC CURB, I SEE "ROAD PLANS" CONC ' SIDEWALK T_ GIRDER, TYP 1'-p" 8" SAND FILL ii 7", TYP ASPHALT CONC PAVING, o lul o ( " SEE ROAD PLANS i U UNLESS OTHERWISE NOTED 8 I a N N -1.00% o� L8" 0-5 CONT DRIP EXISTING EXTERIOR GIRDER 5-2 ( 6pp GROOVE MAX m >_ sN h— 1 N '_9" � 3c� Of m CLOSURE POUR TYPICAL SECTION 1/210 - 1'-0 11 I h h I ORNAMENTAL METAL FENCE, SEE "ORNAMENTAL FENCE DETAILS" I ON "MISCELLANEOUS DETAILS" SHEET I I I I I EXIST PARAPET, CHAIN LINK FENCE TO BE REMOVED ,�' Y4" JOINT FILLER, TYP 4" THICK CONIC -Y4" CHAMFER, TYP #4 ® 12 i CONC CURB, SIDEWALK SEE "ROAD PLANS" F 2" CLR SAND FILL #4 CONT 3" I1 II O-5 1 #4 CONT, TOT 6 1 _6" 5 S=11 , ASPHALT CONC PAVING, E LR II II (FIELD BENT AS REQUIRED)SEE "ROAD PLANS" PROTECT EXIST REBARSLUQ #5, TOT 2 2-5"0 CONDUITS #4 CONT Typ 2" CLR GIRDER PLACE PERPENDICULAR TO GIRDER #4 CONT IN PLACE TOT 2 2 CLR 0 18 MAX, 1'-3" EA Typ #4 n ® 12 J J _- \�#6 CONT 1 CLR I TOT 10 #3 TOT 3 I #6, TOT 2 #5 CONT #4 x 8" DRILL & BOND I I TYP I EA GIRDER TOT 4 TRAFFIC SIGNAL DOWEL ® 18 I I CONDUIT INTO 4" DEEP HOLE I #5 TOT 5 -- I TYP I FOR GIRDER REINF. —J SEE "PRESTRESSED 3 2'-6" I GIRDER" SHEET #5 1 NO• DESCRIPTION OF REVISION DATE CITY DRILL & BOND DOWEL 0 12 APPROVED INTO 8" DEEP HOLE NOTE: FOR TRAFFIC SIGNAL CONDUIT LAYOUT, CITY OF RANCHO C U CAM O N GA LEGEND: TYPICAL SECTION SEE "TRAFFIC SIGNAL PLANS" DEER CREEK BRIDGE (WIDEN) DENOTES BRIDGE REMOVAL (PORTION) 3/4" = 1'-0" AT FOURTH STREET & HERMOSA AVENUE DENOTES BRIDGE CLOSURE POUR TYPICAL SECTION APPROVED BY: DATE: T? all 4CJ DENOTES EXISTING STRUCTURE CITY ENGINEER / R.C.E. NO. 24593 QROf E SSlp� ` �N)EN cy� fy DESIGN RECOMMENDED T. J. CHOU _ �y ti N 4 600 a e,e Cat92868w y Wee, Suite 310 � DENOTES NEW STRUCTURE (,� , c', W. Koo do Associates, Inc. PH: 714 456-0280 U z + 6/30/0¢ DRAWN � SHEET �. * <� ,,,��,� FAX: 714 456-0295 30 � N. SHU 08 NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS J'rgl c�vi� ��P �� BEFORE ORDERING OR FABRICATING ANY MATERIALS. FOF CAOF CHECKED T.J. CHOU R.C.E. NO 48193 DRAWING NO. A. WANG DATE 9/12/00 FILE NO 1735-S-8 CONSTRUCTION NOTES: I;- BRG SOUTH ABUT 1 . THE ABUTMENT DIAPHRAGM AND INTERMEDIATE DIAPHRAGM SHALL BE PLACED AT LEAST 5 DAYS PRIOR TO PLACING DECK CONCRETE. 2. CLOSURE POUR CONCRETE SHALL NOT BE PLACED (L BRIG NORTH ABUT , UNTIL 15 DAYS AFTER ADJACENT DECK POURS ARE COMPLETED. CONIC PARAPET EDGE OF DECK (LGIRDER, TYP ABUTMENT DIAPHRAGM, TYP INTERMEDIATE DIAPHRAGM, TYP o - - - - - - - - - - - - - - - - - -- - �- - - - - - - - - - - _ - J14- __---__---— __-_---� - -� - - - rr - - � I I I II II I - --- - -- - -- -- - - -- - - -- - - - - - X11 46-10 TYP - - - - - - - - - - - - - - - - - - - -1 - �14II I L T- BRIDGE (WIDEND) I I I 46-10 - - - - - - - - - - - - - - - - - 1 - - -t - , TYP - - - - - - - - - - - - -��l L - - - - - - - - 10", TYP II 0 UNLESS OTHERWISE NOTED 1 O I I I I I co N - - - - - - - - - - - - - - -' LL _ 4- I - - — — — — — — — - - - - - - - - - - - - - - - - - - - -H 00 L0 �-- - -- -- -- -- - - -- - - - - - - -- - - B6-10TYP EDGE OF U-11 I � EXIST DECK I CLOSURE POUR CONCRETE PARAPET 86-10 TYP U-15 LEGEND: PLAN ® BRIDGE REMOVAL (PORTION) 1 " = 5' ® CLOSURE POUR DENOTES NEW STRUCTURE - - - - - - DENOTES EXISTING STRUCTURE NO. DESCRIPTION OF REVISION DATECITY A DENOTES GIRDER DESIGNATION APPROVED CITY OF RANCHO CUCAMONGA DEER CREEK BRIDGE (WIDEN) AT FOURTH STREET & HERMOSA AVENUE GIRDER LAYOUT APPROVED BY: DATE: O1 CITY ENGINEER R.C.E. N 6. 24593 O?ROF E Ssop DESIGN RECOMMENDED �Np FL T. J. CH OU W 60Koo do Associates, Inc. 1 li C2 0 The City Parkway Went, Suite 310 U Orange, Ca 92868-0280 � � DRAWN PH: 714 456-0280 SHEET ° �� , ,j' FAX: 714 456-0295 �� � 0 NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS 33 5, �o;p� N. SHU �� BEFORE ORDERING OR FABRICATING ANY MATERIALS. CHECKED R.C.E. NO �� sl�lFOF,CAL�F��/ A. WANG DATE J. 9Z12/00 0FILE NO 48193 DRAWING NO.735-S-9 PRESTRESSING NOTES SMALL SPACE PERMITTED GIRDER LOCATION P-WORKING FORCE CONCRETE STRENGTH DEFLECTION COMPONENTS `f' • • • • WITHIN GROUT IN KIPS IN INCH WORKING FORCE: THE FORCE REQUIRED AT CENTER OF SPAN " O1 DECK 2O RAIL AFTER ALL LOSSES. . . DESIGNATION "X" f� � Ci fC DL DL CONCRETE STRENGTH: f'ci IS AT TIME OF INITIAL STRESSING, • • ' O 3.5" 414 O O O GIRDER A B C D 5,000 psi 6,000 psi 0.48 0.15 fc' IS AT 28 DAYS, psi. S 5 5„ 467 DEFLECTION COMPONENTS: INFORMATIONAL - TO BE USED IN SETTING SCREED LINE ELEVATIONS. CLEARANCES FOR PRETENSIONED STRANDS SCREED LINE ELEVATIONS FOR DECK CONCRETE WILL BE NO SCALE DETERMINED BY THE ENGINEER. NOTES: CONTRACTOR MAY INTERPOLATE "P" AND "X" VALUES BETWEEN 1. STRANDS MAY BE BUNDLED IN GROUPS CONSISTING OF 3 VERTICALLY LIMITS SHOWN, AS APPROVED BY THE ENGINEER. AND 2 HORIZONTALLY AND SEPARATED AT THE ENDS. 2. THE MIN DISTANCE "S" BETWEEN GROUPS OR INDIVIDUAL STRANDS IS 1y2" FOR 31eO STRANDS, 1-Y4" FOR A6"O STRANDS AND 2" FOR Y2"O STRANDS. NOTES:1. FOR GIRDER DESIGNATION, SEE "GIRDER LAYOUT" SHEET. 3. S IS MEASURED BETWEEN CENTERS OF ADJACENT STRANDS. 4. APPROVAL BY THE ENGINEER IS REQUIRED FOR DEVIATION. 2. FOR DECK PLACING NOTES AND SYMMETRICAL ABOUT ALTERNATIVE STIRRUPS, SEE 0-5 (L SPAN B (L BRIG SOUTH ABUT T- BRG NORTH ABUT 5'-6", TYP 9" 4'-8„ 1y2"0 HOLE FOR #8 DOWELS, 2'-0" TOT 8 AT EACH END 2_#6 I CONSTRUCTION JOINT BETWEEN A 9" ' 6" 6'-0" GIRDER AND DECK SLAB I 0 0 3 SPACES ® 6 - - -- - l' 1'-3" I I 6n B f 1 y2' A I #4 @ 6 #4 @ 12 4 @ 15 # 4 ® 12 4 ® 6 10 SPACES 10'-0" BALANCE 10'-0" 10 SPACES 2-y4" MIN 25n 1 MIN ELEVATION - 3/$„ - 1,-O„ , r._ (IL BOLT - - _ - -- -? - - I I #4 1` ' 1" MALLEABLE IRON OR STEEL HEX NUT WITH 1"0 1"0 x 1'-4" BOLT x 5" BOLT AT COARSE BROOM FINISH FIELD BEND, TYP 1" MIN COARSE BROOM FINISH FIELD BEND, TYP , _ _ EXTERIOR GIRDER ONLY � \` � oo z z - - - - #4 x 1'-4" _ 18 --- --- `D z V) ca Z 0 w ---- ---- - w 3 X X INSERT A U-1 w ASSEMBLY #4 CONT _ #4 CONT - - - - _ �' �-t I NO SCALE - TOT 1" CLR - - � - - #4 OR " 1" CLR #4 6'-On Typ TYP TYP `�' TOT 6 N #4 OR - n #4 CONT WITH #4 n #8X5'-O" DOWELS C° #4 CONT 2 TOT 2 CROSSTIES ® 9 MAX PLACED THROUGH 1 y2"0 HOLES CD NO. DESCRIPTION OF REVISION DATEAPP Y #4 CONT 29_ *1 #5 BETWEEN GIRDERS 1%2" CLR, TYP CITY OF RANCHO CUCAMONGA 2- 4 # EXCEPT AS NOTED 1'-7" DEER CREEK BRIDGE WIDEN 6'-0" INTERMEDIATE DIAPHRAGM AT FOURTH STREET & HERMOSA AVENUE PRESTRESSED I GIRDER SECTION A- A SECTION B—B APPROVED BY: – DATE: Y4" = 1O" ?Rpf E SSICITY ENGINEER�CGl.Gv R.C.E. 0. �Z93 �O ON,q� )EN C c,y DESIGN RECOMMENDED � ��G c2 T. J. CHOU W Koo do AssoccParkwiiees, Inc. Y N , d$'g '° Oro e,eCaly92868-02 07e' Suite 310 6i3:); DRAWN PH: 714 456-0280 SHEET 0 * * N. SHU FAX 714; 456-0295 32 33 0) NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS srgr civs� a�P i O FOf CAUF� CHECKED T.J. CHOU R.C.E. NO 48193 DRAWING NO. �� BEFORE ORDERING OR FABRICATING ANY MATERIALS. A. WANG DATE 9 12 00 Fl. NO 735-S-10 i . 26,_0„t tK tx P+ CURB FACE JOIN EXIST EXIST CHAINLINK FENCE i CHAIN LINK FENCE TO REMAIN rrr CHAIN LINK FENCE POST I 6'-6” 1 '-0" "' \\ �o rrrr I r r EXIST TRANSITION r r POST ON FOOTING — - ' CONCRETE PARAPET WALL, TYP�� ON WINGWALL 0 G TYP I CONCRETE PARAPET C-0;„ ,%% PARAPET AND �\ T- POST, TYP WING WALL BELOW 6'-0” MAX I I I o I I \ �' ADD FENCE POST AS REQUIRED �\ 1 %2"X1 %2"X6 GAUGE TUBE RAIL, TYP JOIN EXIST CHAIN LINK FENCE i Li ' \ ' \ // 6'-0" HIGHT POST & PARAPET CHAIN LINK FENCE TYP 4" MAX TS 2%2„X22„X36" \ �,' \ ,' 21-011±"\ ', , 1�►X1►�X16 GAUGE POST, TYP 4 MAX \POST ON FOOTING ECR TYP 3 SIDES, „ TUBE PICKETS, TYP A TYP SEE ROAD PLANS . \ WINGWALL TYP Y1 6 / 3 SIDES �// \ �8 '� \ PLAN VIEW // ��\ oh��� ORNAMENTAL METAL FENCE BRIDGE (WIDEN) EDGE OF SIDEWALK 6lp 4” MAX POST 3,_5y2„ �n T X X P S 2 2 OST TYP o /2 /2 /s , TYP �// I I , 1"X1 "X16 GAUGE // TUBE PICKETS TYP , Z CURB FACE J TRAFFIC SIGNAL, SEE CONCRETE CURB, o „ "TRAFFIC SIGNAL PLAN", TYP Q SEE ROAD PLANS 6„ I 6„ w U W m V) 1%2"X1%2"X6 GAUGE SIDEWALK AND PARAPET LAYOUT rC TUBE RAIL, TYP 1 " = 10/? 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N No. 1� ity Parkwoy Went, Suite 310 N O SCALE Oran e, cc 92666-0260 �I x 06 30; 4 �} DRAWN J PH: 714 456-0280 SHEET * } N. S H U J FAX: 714; 456-0295 o NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS srgT civiv ,.Q� 33 OF-3-3— OF ca'��% CHECKED R.C.E. NO � A. WANG DATE J 9/�2 00 FlLE No 48193 1735 1735-S-11