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BENCHMARK:PROJECT
CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10056:
STRIPING CONSTRUCTION NOTES STRIPING CONSTRUCTION NOTES (CONTINUED) DESCRIPTION, 2" BRASS DISK IN CONCRETE HEADWALL STAMPED
"CITY OF RANCHO CUCAMONGA BM 10056 1957" AT NORTHWEST
NOTE REGARDING EXISTING SIGNING & STRIPING CORNER OF BASE LINE ROAD AND HAVEN AVENUE, AT EASTERLY END
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WALL.A Y 4" LI I L LI CITY CUCAMONGA L 1 INSTALL f LI AA LTA A A SPECIFICATIONS.
I T INSTALLATION Y A w 401—B. EXISTING SIGNING LSTRIPINGI I I ELEVATION: 1317.780
SPLY " KIP I L E E CITY U STD. L 133. I ACTIVITIES ALL IREPLACED
S1 0 L R18-1 I T E GALT A ASPECIFICATIONS. I INSTALLATION SATISFACTION I
Y 1 � L LIMIT L{ L Ew CITY w L4 401—B.
Qq— APPLY YELLOW IA CITY F A STD. PLA 1 51INSTALL 1 41 C ALTA STANDARDS A SPECIFICATIONS. C INSTALLATION
E CITY A T 401—B.
PLY A AT INTERSECTIONS LI ALTA LA A TAIL 37B. INSTALL TY ®1 A CITY A CUCAMONGA w
PLAN 130.
AP Y Y IV(L) L w N 4Aw INSTALL U TY HYDRANT A CITY A A . LA 134.
Q7>— APPLY Y {V( ) w A 4 PLY V C A . 4 4p 4 .
APPLY TY V LT w PLA A24A. 621 INSTALL POLICE TTI I I I w
Y LI I INTERSECTION LT w L TAIL 40. INSTALL LINE ®, VAVE.) I LSTANDARDS
51INSTALL F CTA T HYDRANT A CITY A STD. L 134. SPECIFICATIONS. INSTALLATIONCITY ACUCAMONGA , L 401—B.
APPLY IK LANE LINE ALT , LA 2 TAIL w LY " LI I LAN I CITY F A LA 133.
5APPLY I INTERSECTION I . PL A TIL Aw INSTALL I ALT A SPECIFICATIONS. I INSTALLATION
CITY A A STD. LA 401—B.
SLY YE CE LI E CITY F CH STD. PLA 133®
1A I E C CITY F U w A 133. "G" LL INSTALLED L ALL I WITHIN
PROJECTSTYPE "G" MARKER NOTE:
LIMITS I I w
PLAN 133.
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C)FESS/O CITY
DESCRIPTION OF REVISION DATE
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APPROVED
E mCITY OF RANCHO CUCAMONGA
R.C.E. 29224 �
Haven Avenue Street & Storm Drain Improvements
>1C[Vt1.
BASE LINE ROAD
OF CA -F4
SIGNING & STRIPING PLAN
DClK 611,4eeeCt Sta. 6+58 to Sta. 14+00
& Associates
C
CIVIL ENGINEERS D SURVEYORS DESIGNRECOMMENDED
10271- TRADEMARK S E
RANCHO CA 91730 DGA Dan 6vewptct
P ( ) 7 FAX ( ) 1-1528 AWN & I SHEET®clfes OF
DGA
23
30
• l•D 1 271— T STREET DRAWIG NO.
OTE REW
_DANXL . GUERRA DATE RANCHO CUCAMONGA CALIFORNIA 91730
R.C.429224 1-07 PH( )997 ( )941-1528
-
PROJECT Sheet No. 23 of 51
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PROJECT BENCHMARK:
STRIPING CONSTRUCTION NOTES STRIPING CONSTRUCTION NOTES (CONTINUED) STRIPING CONSTRUCTION NOTES (CONTINUED) ..
" —
CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10056:
DESCRIPTION: 2" BRASS DISK IN CONCRETE HEADWALL STAMPED
0— " SOLID WHITE LANE LINE PER CITY OF RANCHO CUCAMONGA STD. PLAN 133. &_ INSTALL R26(S) SIGN ON POST OR STREET LIGHT STANDARD PER CALTRANS STANDARDS AND SPECIFICATIONS. �9_ INSTALL R81 SIGN ON POST PER CALTRANS STANDARDS AND SPECIFICATIONS. SIGN POST INSTALLATION PER "CITY OF RANCHO CUCAMONGA BM 10056 1987" AT NORTHWEST
1--% SIGN POST INSTALLATION PER CITY OF RANCHO CUCAMONGA STD. PLAN 401-B. CITY OF RANCHO CUCAMONGA STD. PLAN 401-B. CORNER OF BASE LINE ROAD AND HAVEN AVENUE, AT EASTERLY END
Q�>— APPLY 4" SKIP WHITE LANE LANE PER CITY OF RANCHO CUCAMONGA STD. PLAN 133. J--%
a— INSTALL R18-1 SIGN ON POST PER CALTRANS STANDARDS AND SPECIFICATIONS. SIGN POST INSTALLATION PER �� INSTALL R81B SIGN ON POST PER CALTRANS STANDARDS AND SPECIFICATIONS. SIGN POST INSTALLATION PER ELEVATION: 1317.780
a— APPLY 12" CROSSWALK OR LIMIT LINE PER CALTRANS STD. PLAN A24E. CITY OF RANCHO CUCAMONGA STD. PLAN 401-B. CITY OF RANCHO CUCAMONGA STD. PLAN 401-B.
0— APPLY DOUBLE YELLOW MEDIAN PER CITY OF RANCHO CUCAMONGA STD. PLAN 133. &_ INSTALL W41 & W41A SIGN ON POST PER CALTRANS STANDARDS AND SPECIFICATIONS. SIGN POST INSTALLATION
PER CITY OF RANCHO CUCAMONGA STD. PLAN 401-B.
0— APPLY LANE DROP AT INTERSECTIONS LINE PER CALTRANS STD. PLAN A20C, DETAIL 37B. /-,x
G_ APPLY TYPE IV(L) ARROW PER CALTRANS STD. PLAN A24A. �� INSTALL TYPE N-1 OBJECT MARKER PER CITY OF RANCHO CUCAMONGA STD. PLAN 130.
&_ INSTALL BLUE (TYPE 1) REFLECTANT HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STD. PLAN 134. 1
1`_1%
&_ APPLY TYPE IV(R) ARROW PER CALTRANS STD. PLAN A24A. ��_ RKINGS AS SHOWN PER CALTRANS STD. PLANS A24C, A24D, AND A24E.
&_ APPLY TYPE VI ARROW PER CALTRANS STD. PLAN A24A. INSTALL POLICE STATION GUIDE SIGN WITH ARROW. I
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&_ APPLY LANE LINE EXTENSION THROUGH INTERSECTION PER CALTRANS STD. PLAN A20D, DETAIL 40. /--% 99 99 11� NOTE REGARDING EXISTING SIGNING & STRIPING ",
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il�H� INSTALL R2 (45 MPH ON BASE LINE RD., 50 MPH ON HAVEN AVE.) SIGN ON POST PER CALTRANS STANDARDS . 11 .:
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INSTALL REFLECTANT HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STD. PLAN 134. AND SPECIFICATIONS. SIGN POST INSTALLATION PER CITY OF RANCHO CUCAMONGA STD. PLAN 401-B. I -
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-___-------- :_� ALL EXISTING SIGNING AND LANE STRIPING (WHICH IS TO REMAIN) DAMAGED 1
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APPLY BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39. 623�—APPLY 8" SOLID WHITE LANE LINE PER CITY OF RANCHO CUCAMONGA STD. PLAN 133. Z, DURING CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE .,�
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a— \--/ PROJECTS LIMITS OF CONSTRUCTION PER CITY OF RANCHO CUCAMONGA STD. �� "I
I SATISFACTION OF THE CITY OF RANCHO CUCAMONGA. :,
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APPLY BIKE LANE INTERSECTION LINE PER CALTRANS STD. PLAN A20D, DETAIL 39A. INSTALL R34 SIGN ON POST PER CALTRANS STANDARDS AND SPECIFICATIONS. SIGN POST INSTALLATION PER PLAN 133. �_�I M . , i I — I - ''" .1 ''.�,�,I
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/__\ CITY OF RANCHO CUCAMONGA STD. PLAN 401-B. - _____- I � , I I W-.Jil ,
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��T APPLY DOUBLE YELLOW CENTER LINE PER CITY OF RANCHO CUCAMONGA STD. PLAN 133. a— INSTALL R35(Rt) SIGN ON POST PER CALTRANS STANDARDS AND SPECIFICATIONS. SIGN POST INSTALLATION PER 1,�,,�',-,,,-,�,,��,�'.1,���:,:�:�,;:�,-�,:�,;:".�,,-� '���-," ;,�,'',,,��,�,,,,�,,_,,,���;��,-:�,�,� �����
a— APPLY RIGHT EDGELINE PER CITY OF RANCHO CUCAMONGA STD. PLAN 133. CITY OF RANCHO CUCAMONGA STD. PLAN 401-B.
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�� INSTALL G93 SIGN ON POST PER CALTRANS STANDARDS AND SPECIFICATIONS. SIGN POST INSTALLATION PER
CITY OF RANCHO CUCAMONGA STD. PLAN 401-B.
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S1 L 4" LI I LI CITY UG A . LA 1 1 f ( IG T LI TA A ALTA A A A IFI I . S I A 1 I P LTA TA IFI I . 1 I LL TI "CITY OF RANCHO CUCAMONGA BM 10056 1967" AT NORTHWEST
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CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10056:
STRIPING CONSTRUCTION NOTES DESCRIPTION: 2" BRASS DISK IN CONCRETE HEADWALL STAMPED
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DRAWN � Associcife-SSHEET 11 I
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10271-B STREET
C E H N LIF IA 173 NG No.
7 FAX( 941-1528 ,
I "" TE REW PROJECT Sheet ® 1
INSTALL BOLTED TYPE POLE
PLATE — ATTACH TOP OF
SV-2—T TO POLE PLATE
* IF X = 10' USE THESE DIMENSIONS
IF X = 11 ' USE THIS DIMENSION
WITH OTHER X DIMENSIONS 0 GENERAL NOTES
CROSSWALK wl . Trafficsignal ! ® isafetyli i tPlans
DOUBLE YELLOW STRIPE STRIPE E.C.R Standard. ® a ii I I 'in the Special
OR MEDIAN CURB FACE OR
LI M IT LI N !.v Provisions.
> Traffici
R tri I r TrafficiSpecifications, i
FIVE SECTION I 2,* 1, 4aintenance Manual, and 9tandard Spei i i n v legends
SIGNAL HEAD ** stencils. fl i II signs, stripesI .
Y THREE SECTION
A '� !8 as 's Public
SIGNAL HEAD g _ v markers a latestedition painting r stripingfor
G X* REFER TO PLAN FOR REMAINING LOOPS
'*
41 4. Locate l l 4.! prior construction. i i untilclear
Coordinate I installations i yr i!i
LEFT TURN LANE 3'* prior owners. Phone ti Underground LocationServiceAlert• ilicompanies
utilities r v
° a search of availableContractor ll conduct hisi in such a
• s WHITE TURNING LANE LINE manner as to protect t only the utilities , but other utilities
TERMINAL COMPARTMENT X-- substructures tplans.
2 ti of equipment, I limit i i it final
POLIE LOCATION COOL)" IE 1
placement. Perform preliminary strii layout priorloop detectorlayout.
VehicleFIVE SECm!"ION SIGNAL OHNEAm D 6. indications ll ", Il i 2" rigid metal except as
X 10 '
shown.(EXACT
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MOUNTING DETAIL L_F 7. Electrical i II be 1 V I V It. Provide circuitrsignals (one
50 amp , illuminated signs lighting n
30 X-- i r 200 advance t fportionr r . %ordinateiit
INSIDE
need.
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4 LANE LINE OR 8 TURNING LANE LINE Contractor's. r i ili to providecorrect r it t
he
3' intended operation.
UR
10' 63'
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sa
OUTSIDE THRU LANE
Y2 10 X2 8 UU-0
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A UTILITY COMPANY TEL NO,
A A
ELECTRICITY CALIFORNIA
MAS-5A GAS — SOUTHERN CALIFORNIA ) 227-2600
DETAIL "Aly DETAIL "B" DETAIL "Clp PHONE — VERSON CORPORATION (909) 608-1230
a : a a 06 r LOOP DE00100ECO"Im"OR PL ACEMENTPACIFIC
WATER — CUCAMONGA VALLEY WATER
aGA= 01, a 05 orD DEETA DISTRICTI. I. S. N. S. L SEWER — CUCAMONGA VALLEY WATER DISTRICT1
SERVICESIGNAL DISPL AALYS REFER TO PLAN FOR DISTANCE UNDERGROUND
SINGLETO ADVANCE DETECTORS
ALL SECTIONS 12
INPUT REMOVABLE
EMERGENCY VEHICLE STEEL CAP 81-011 =WY 40id MW MWAMW11
PREEMPTION DETECTOR -a
ARM LENGTH
EE 6V -'24R>
1 as INDEX OF SHEETS
as "SIGN TAB " -- 4 "
DETAIL
TO 3
L INFORMATION AND DETAILS
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2 OF 4 TRAFFIC SIGNAL PLAN
PELCO — 1 — I HUSIDE EET HavenAvenue n Line Road
OR AB—0132—L ! l .
O A VE WILSON AVENUE HavenAvenue Victoria Street
Gil
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COUPLING FOR V n mv Aft _T SIGN WIRING TRAFFICSIGNAL
1VVV (NIPPLE & QHavenv n 19th Street
MAST ARM CONNECTORS AN AN be aSTREET
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HARDWARE & SIGN BY OTHERS HIGHLAND AVENUE J MUE
1 KENYON HIGHLAND CT. FISHER DR.AYEA M TUBE I GENERAL NOT 9TH
STREET SIL BERRY STREET
LENGTH END O.D. x BASE O.D. x THK. MATERIAL SPECIFICATIONS m
„ SHAFT Steel of 48,000 psi minimum yield after fabrication VICTORIA E VICTORIA P LANE w
M#Amk%S To ARM8 --01 JVN
2 3/8 x 3 1/2 x 11 GA. i ) = 15
BASE PLATES ASTM A-35 Steel ASTM A-36 Steel11 SUGAR GUM STREET 4
FLANGES 41 J?2 hChAl J Vj 191 V*i�= 11
BACK CLAMP PIPE IASTM A-36--53 Grade B Steel
MOUN'"I"ING CLAMP I'MmOR W/4 BOLTS MATERIAL SPECIFICATIONS BASE UNE ROAD BASE LINE ROAD
(ASTM A--307) BUTT WELDS Ground flush with base metal 0_ �
LONGITUDINAL All welds shall conform to AWS D1.1 weld W r
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SIGNAL POLE WELDS specifacation ZZ OPTICAL DETECTOR 4 �---
DIAMETER ATSTREETt MILLER
24' ABOVE FINISH COATING �► _"___;®__________;__-- avENUE
FINISHED GRADE STRUCTURE Hot dip galvanized per ASTM A-123
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DESIGN CRITERIA FOOTHILL BOULEVARD FOOTHILL I BOULEVARD
EXIST. C & G 1 STRUCTURE & In accordance with the Specification for Structural W W _ _ %;
4 CLAMP HARDWARE Supports of Highway Signs, Luminares and
y W ,
Traffic Signals. AASHTO 1994 454Ce
< ARROW ROUTE ARROW ROUTE
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WELDING In accordance with yythe Specification for Structural
"R" CAB. _► RR 1 " 1 1/2" ®IA. Traffic Si nalsorts of � hAASHTOg 1994 minareS and DOUBW 15
w R 3 2 DEBURREDg DESCRIPTION REVISIONACCEPTED
C,qg� HOLE IN BN do SF RAILROAD M LINK B SF `
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DSr 7CITY OF RANCOnO C0U0CAmmA0"kN '01'bAZ
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VARIES 4 8 WITH A TYPE "F" CC ARM I
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It 4�' 3" —16UNC BLUNT — —
1 + POINT TAPPING 3" =< GENERAL INFORMATION AND DETAILS
PLAN SECTION SCREW (PILOT HOLE RAD. (HOLD) 4TH STREET
OBE FIELD AS REQ'D. HAVEN AVENUE AND BASE LINE ROAD
DRILLEJWhW
1" DIA. HOLE 3" RAD. �A_r� "
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NOTCH OR DRILL W/GROMMET 4 1 R.
FOR DRAINAGEHAVEN AVENUE AND 19TH STREET
IN POLE 1 " DIA. 4 2
CE TYPE 11R11 CABINEO'01" FOUNDA TION AND (FIELD DRILLED)
CLAMP DETAIL DRILL SIGN TAB DETAIL ��QR®FESS/® ` APPROVED BY: , R: .�, 24955"XRECOMMENDED
4 S• �/ �` CITY ENGINEER DTE3/_776,�z
PAD DETAIL 2 DESIGNLAWRENCE S. EISENHAR SUBSECTION SHEEUT
LV%osfA=w1 I Oft& NE M A E or'k No. 13493 L.S.E. CONSULTING ENGINEER 1 OF 4
HORIZONTAL I. I. S.N. S. M AST ARM Exp. 3-31-05 DRAWN 2070 Locust Court PROJECT SHEET
OT TO SCALE San Bernardino, California 92404 1
cZI,
IVl�- �`P L.S.E. Tel: (909) 864-5406 Fax: (909) 864-5047 OF
OF CAO- CHECKED DRAWING NO.
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NII LAWRENCE . 16661HART R.C.E. 13493 14 1 y
10/28/04 FILE NO. 01 -05q
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P"' LE AND EQUIPMENT REVISIONS !
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2 4—S-05 29 3 ` EX. 1.5"C, 5 DLC
3—E-08 r
l existing I signal i i signal I r L —° EX. 2"C, 36 (SERVICE)
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2 SPARE • (S ICE POINT)
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15* POLE G ® s i l i tf signal t I .-
1 t 1 11 1
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DESCRIPTIO SIGNAL1 1 r I 1 1 DESCRIPTION REVISION ROWI 1 1 1 1
VEHICLEMAST ARM MAST ARM 11 1 r " ACCMD
1::
AR
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' Base I �. I r 1A Alk
/ COITY OF RMNCHO CUCAMONGA
VAR 60 15 '
15'
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S ! 8 9 AVEI I Q + R 'A' F"Ir-"IC SIGNAL MODIF"ICA01"ION PLAN
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FESS RECOMMENDED
APPROVED BY: E. 2 95
1 15'
a a 1 — I— f— I-- co
CITY ENGINEER— �`'a'. T,
1 a I I 1 1 11)
I.I.S.N.S. I • ; ; ; .` c� ��\ � DESIGN SUBSECTION SHEET
LAWRENCE S. EISENHART
1 1 I
I I I I I • ' ; ; "; Na. 134932—OF
Exp. 3-31-05
INDICATES EQUIPMENT.
I I 1 11 1 DRAWN
2070 Locust Court PROJECT SHEET
1 I i 1 1
I d 1 1 1 1
�T e�V��- \� L.S.E. San Bernardino, California 92404® of
MODIFY. — • qTF OF tF®�� Tel: (909) 864-5406 Fax: (909) 864-5047
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CAS. CHECKED DRAWING NO.
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10/28/04 FILE NO. O1--5d
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A.W
A.W.G. SIZE
CABLE I NONSTRUCTION NOTES
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1,
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1 1 1 101 02 03 04detectorauxiliary i In as >,
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N 12 4,8 POLE
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existing 13 I i 1 I I ' it 't ifoundation.'
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1 TI 1 1 . DATE
VEHICLEMAST ARM MAST ARM I 1 "
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1 29-4-80 a a a a SV-1—T 3—MAS 1
Victoria
ACCEM
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a a J-E- ` ; ; QROFESS/15
fuA p APPROVED Y: C.E. 24953 R
CITY ENGINEER TA —CS 8 20OW
DAT
I.I. . . L I I 1 ; ; y� DESIGN SUBSECTION SHEET
` ; ; L.S.E. 3—OF
_® ! I I I I 1 ; ; 1 No. 13493 4CONSUL TING ENGINEER
INDICATES I I MbLow ,-c I Exp. 3-31-05 DRAWN 2070 Locust Court PROJECT SHEET
San Bernardino California 92404map- A
1 1 1
C/ t� �a4Q° L.S.E. Tel: (909) 864-5406' Fax: (909) 864-5047 290 F
1 1 1
1 1 1
' l�OF CAS-�F® CHECKED DRAWING N0.
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'LAWRENCE S. E SEN R.C.E. 13493 DA
10/28/04 FILE NO. 01 --5c
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CONDUCTOR SCHEDULE
A.W.G. I
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CABLE AA A N TRUCTION NOTES
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1 _ _ 1
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8 POLE UE OL;1 A, Road (2500"±). it Provisions.
6P POLE UF IS� ALE 111-201 44IIvehiclei signal II . Special
3 235 _ 1o0 5 10 20 .- 2: 32'
40
14' 13' 11' 12' 1W
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Uj
I.I.LUMINAIRES1 ►n uDETAIL A 2- 2
03 DETECTOR 2 W- RR
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D.L.C. I r P ♦ W% 345' TO LIMIT LINE
08 DETECTOR 4 R6 n
TOTAL D.L.C. 11 11 1 NEW 1.5"C, 1 DLC
CONDUIT SIZE ONJ 2 -1 3 3 -1 4 3 3 3 2-4
2 2 . -------- ----- -------------------------------- -- -----------
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INDICATES EXISTING I INDICATES EXISTING - _- _ -----------
-----------
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-- ---_ — 5
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____________________________ __-_____________ -__- ---__ - ____-_________ .-_____ ____ _________________ _y_________ S _____________________ _____________________ S ____________--------- --____________________ S ______________________ ______ ----------
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2 2-S-08 16 46E
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POLE AND EQUIPMENT REVISIONS
2 EVP 02 & 06 EVP 4 N
® I equipment.
POLE B - Replace 13*
existing1' I . I luminaire foundation.
I
POLE D - I w
POLE E - Existing pole an equipment. Add new EVP detector on signal mast arm. Remove
EVP DISCRIMINATOR and salvage I I I t I II i r II
® I
existingon g.
existing1 1 I luminaire existing foundation. O
POLE G _ ' ti I i p
signal e
POLE H _ Replaceexisting l i I l I it existing r 1
^Aft M MM Em 1 ; 12 12 11' 1;4'
POO'LE AND Eu"mumIPMENT OVHEDULr. 3 ' 2 :
PLACEMENT PED PUSH
4 44'
SIGNALSIGNALPOLE DIMENSIONS BUTTONS toI.I.
DESCRIPTIO, cffy
I LUMINAIRE s " ,P " " LUMINAIRE DESCRIPTION REVISION
VEHICLEMAST ARM MAST ARM I ® ACCEPTED
LJ
1 A 29-5-80 1 1 1 L__a .—_aCITY OF RANCHO CUCAMONGA
- 15" _ 0
----- -
Haven r--{ TRAFFIC SIG"NAL MODIFICATION PLAN
SP- -
6700
15 - 15" 10" 1 7.5' - SV-2-TA SP-1-CS 6 20OW 1-E-06 HAVEN AVENUE
M29-5-80 1 ' 1 1 1 19th
10500 AND
10 9
1 ' — 119TH STREET
HavenG 24-4-80 35A 1 1 ' _1_
1 a a — SP-1 APPROVED Y. R.C.E. 249 3 RECOMMENDED
£/ CITY ENGINEER ' DAT
I.I. . I I . DESIGN SUBSECTION SH
LAWREWCE S. EISENHARTEET
/ INDICATES EXISTING I a. 13493 L.S.E. CONSULTING ENGINEER 4 -OF
Exp. 3-31 -05 DRAWN 2070 Locust Court PROJECT SHEETI I I L.S.E. San Bernardino, California 92404
30
ctvlL Tel: (909) 864-5406 Fax: (909) 864-5047 OF
OFF- Cm-\F CHECKED DRAWING NO.
t4&�'f/� y 1
LAWRENCE S. EISENH RT R.C.E. 13493 DATE
..,
E4]E
10/28/04 FILE NO. 01 -5b
?EoECT 34 op 51