HomeMy WebLinkAbout3393-1CITY OF FONTANA
PIGNING :: STRIPING
1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND
STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARD
SPECIFICATIONS OF THE CITY OF FONTANA AND THE STANDARD
SPECIFICATIONS OF THE STATE OF CALIFORNIA DATED JULY 2002
2. PAVEMENT MARKINGS SHALL MATCH THE CITY -OF FONTANA
STANDARD STENCILS.
3. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD
THERMOPLASTIC. PER SPECIAL PROVISIONS.
4. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM
TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES
SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATIONS
SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS
OTHERWISE SHOWN ON THE PLANS.
5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST.
UNLESS OTHERWISE SHOWN, PER CITY STANDARD DETAIL 139.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
BARRICADES, TRAFFIC SIGNS OR OTHER TRAFFIC CONTROLS AT ALL TIMES.
7. CONTROL POINTS OR "CAT -TRACKING" SHALL BE APPROVED BY THE
ENGINEER 2 WORKING DAYS PRIOR TO STRIPING APPLICATION.
8. ALL CONFLICTING STRIPING AND MARKINGS JO BE REMOVED
BY METHOD AS DESCRIBED IN SPECIAL PROVISIONS SECTION E.
9. AS SHOWN ON PLANS, DETAIL 12 SKIP STRIPES SHALL END AT
INTERSECTIONS WITH 50 -FOOT OF SOLID STRIPE AND RAISED
PAVEMENT MARKERS PER DETAIL "A" ON SHEET 2.
10. CROSS WALKS SHALL HAVE 10 -FEET BETWEEN THE 12" STRIPES
PER CITY STD. 1006.
11. SUBSTITUTE TYPE "C" FOR TYPE "G" MARKERS ON DETAILS
12, 38 & 38A WHERE STREET/HIGHWAY IS DIVIDED.
NOTES: ,
1. R/W CERTIFICATION SHALL BE PROVIDED PRIOR To CONSTRUCTION.
2. PLANS ARE APPROVED WITH R/W AND STREET IMPROVEMENTS AS
SHOWN.
3. ANY DEVIATION/S FROM THESE PLANS SHALL REQUIRE A REVISION
TO BE APPROVED BY THE CITY TRAFFIC ENGINEER.
PRIVATE ENGINEER'S NOTICE
TO CONTRACTORS
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE AGENCY AND THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
AGENCY OR THE ENGINEER.
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TOTAL
CONSTRUCTION
SIGNING AND STRIPING CONSTRUCTION NOTES QUANTITIES
CITY DEVELOPER' TOTAL
41 51 APPLY CALTRANS RIGHT TURN ARROW, TYPE IV . . . . . . .
41
®4
APPLY S OLID WHITE LINE PER DETAIL "A" ON SHT 2 . . . . . . . . ... . . . . . . . . . . . . . . . . . . 100 300 400 LF
�2
P HT EDGE U . . . . . . NE PER DETAIL 27B
CITY �G�' GP ® APPLY RIG . . . . . . 1,3�T�' 0 1,370 LF
� 5 3
15 OF GPS' S6 APPLY 300mm (12") WHITE CROSSWALK MARKING PER CITY STD 1006 . . . . . . . . . . . . . . . . . . . . 680joJ� f6�far LF
PROJECT FON NA -
SI— // 60 APPLY CALTRANS LEFT TURN ARROW, TYPE IV . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 9 13 EA
WILSON AVE BEECH AVE SUMMIT AVE 61 APPLY CALTRANS NO PASSING ZONE - TWO DIRECTION, DETAIL 22 . . . . . . . . . . . . . . . . . . . . . . 964 4 964 LF
APPLY CA � O LTRANS MEDIAN ISLAND, DETAIL 29 13 3 26 LF
O ,
Q 65 INSTALL TRAFFIC SIGN & POST (UNLESS OTHERWISE SHOWN) SIGN TYPEl
S) PER PLAN 1'b 24 EA
w P W Q Q Q 69 PROTECT EXISTING SIGNING & STRIPING' L.S.
a ���� Z w U (n�< o ,
5J Q w w Z OO APPLY CALTRANS LANE LINE, DETAIL 38 . �®
_ 6 %s/0 ;2,160 LF
U' ~ U V N 71 APPLY CALTRANS CHANNELIZING LINE, DETAIL 38A
w /
V 200 0 200 LF
U) m O CALTRANS LANE DROP MARKING LINE, DETAIL 378
�4_
._m. 210 __ ._._® �_.__., __ 2 APPLY CA 300 0 300 LF
HIGHLAND AVE O CALTRANS LANE LINE DETAIL 12 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 865 2,235 �, '3,100 LF
rim
8 APPLY
82 REMOVE EXISTING STRIPING t�Wo AD "LC041y p5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 97-0 LF
3 REMOVE EXISTING SIGN . . . . . . . . . . % 3 EA
IN
VICINITY MAP 0 PPGYa. 81KE LANE LE6END6 `'8/ffE LANE W ��1YI9,9C /0,2 9AZ4D. 9- " f EA
N.T.S.
�'VOT�� ®-APPLE �" SFT 39 L/NE
CvNrAA07OR RESPONSIBLE FOA ALL ®:APPO" 6' DET 39A 51f1P L/NE 2975 L�
rMPROVEMEIVTS EAST OF STREET
Soo
STAT) oN SS8 4 Sl, .,M P90VEMENTS
INDEX OF SHEETS WEST of STA 948441 BY OTHEk.S
BENCH K:
SHEET No. DESCRIPTION
The Bench Mark for this project is Caltrans BM
1 TITLE SHEET #8-17. It is described as a Bross Cap in the
concrete base of the South leg of an SCE tower
2 SIGNING & STRIPING (BEECH AVE TO STA 555+00.00) 343' North of Highland, 0.2 mi West of San
3 Sevaine Rd., 2.65 mi West of Sierra Ave.
SIGNING & STRIPING (STA 555+00.00 TO STA 566+49.819 Elevation is 1428.609 feet.
STA 60+61.11 TO STA 68+18.00)
SHEET 3
SUMMIT AVENUE
IiIDULIDEIR
WAY
�Z
9!� k U
DEVELOPER 6rrY PR2W. wa
PRDJEGT
� C6Y o`fHERs) �'
BASIS OF BEARINGS:
The basis of bearings for this drawing is the line
between the NW Cor. Sec. 25, R6W, T1 N (Pt. 61) and
the Northerly quarter car. of said Sec. 25 (pt 84).Said
bearing is N 89'44'05" E as shown on RS 30/58-60.
111
no
O
O
SUMMIT AVENUE
INDEX MAP"
N
I /
SCALE: 1"=400'
ORORD DRAWI
W&fORD DRA w1N6 - S EE T5 Z ANR3 106 D. -B. a • e.w o
aSHOULD CONSTRUCTI0N OF THE REQUIRED CITY OF FONTANA, CALIFORNIA o:
OFESS/p
�
IMPROVEMENTS NOT COMMENCE WITHIN TWO ��oeo scHM,Fq�I& nan Ince
SIC�NVG & STRIPING PLAN
Cn
AAANIYEARS OF THE DATE OF APPROVAL SHOWN HEREONo �`���z Civil Engineering •Planning -Surveying - PUbIIC WOrkS DRAWN BY: SCALE:
DIAL TNa VORK NG AND CARRIED FORTH IN A DILIGENT MANNER THE No. 371x7 m HFI SUS ��T AVENUE N/A -C
%k 9130 Anaheim Place #120 -Rancho. Cucamonga, CA 91730.909-484-9090
BEFORE DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE ,k Exp. 06/30/0 * PREPARED UNDER THE UP RVISION 'OF: DESIGNED BY: DATE:
YOU DIG You BIG
713LL FREEi-boo-227-2600 REV. PLANS TO BRING THEM INTO CONFORMANCE WITH �q� civ► 4���P (('�� // P H AVEL JULY 2004 E;
OF CA��E 0. �c�/�� moi^ 1 y 1 S, �O0Y CHECKED BY: App DWG. NO.: Z
A PUBLIC SERVICE BY D SERVICE ALERT
REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. D. TODD SCHMIEDER R.C.E. 37167 DATE: DTS _ DATE: �Z o;
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