HomeMy WebLinkAbout4677-1SIGNING AND STRIPING GENERAL NOTES
1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING
DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS
PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
2. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS, DETAILS, DIMENSIONS, AND PROCEDURES
DESCRIBED IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, DATED
SEPTEMBER 2006.
3. CONTACT TRAFFIC ENGINEERING PROJECT MANAGER AT (909) 350-7610 TWO WORKING DAYS PRIOR TO REMOVAL OF TRAFFIC
CONTROL DEVICES OR EQUIPMENT. STOP SIGNS SHALL ONLY BE REMOVED BY CITY PERSONNEL.
4. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS, THE STANDARD
SPECIFICATIONS FOR THE CITY OF FONTANA, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND
HIGHWAYS, DATED SEPTEMBER 2006.
5. TWO WORKING DAYS NOTICE SHALL BE GIVEN TO THE CITY ENGINEER (909) 350-7610 FOR APPROVAL OF CONTROL POINTS OR
"CAT TRACKING" PRIOR TO APPLICATION OF PAVEMENT STRIPING.
6. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS, UNLESS OTHERWISE SHOWN ON PLANS.
7. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD
DETAIL 4003.
8. STENCILS USED FOR PAVEMENT MARKINGS SHALL MATCH CITY OF FONTANA STANDARD STENCILS.
9. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE NOTED.
10. CROSSWALKS SHALL HAVE 10' BETWEEN THE CENTERLINE OF THE 12" STRIPES UNLESS OTHERWISE SHOWN ON THE PLANS, PER
CITY STANDARD DETAIL 1003.
11. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD
DRAWINGS AND ELECTRONIC AUTODESK CADD FILES, TO THE CITY ENGINEER.
12. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED, SHALL BE BY SANDBLASTING.
13. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 ON HIGHWAYS WITH RAISED MEDIANS.
14. BLUE DOT MARKERS (BLUE R.R.P.M.) ARE TO BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER CITY STANDARD PLAN.
DETAIL
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EX. STRIPING TO REMAINL-CU03
EX. EDGE OF PAVEMENT
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THE BASIS OF BEARINGS FOR THIS DRAWING IS:
a_ THE WEST LINE OF SECTION 20 T1 N, R5W
Q BEING N00'33'41 "W PER R.S. 35/9.
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BENCH MARK:
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0 SL -3. CHISELED "X" ON TOP OF CURB RETURN
Q OF SIERRA AVENUE AND SUMMIT AVENUE.
ELEVATION = 1663.115
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LEGEND:
= EXISTING STRIPING & MARKINGS TO REMAIN
------ ------ = EXISTING STRIPING & MARKINGS TO BE REMOVED BY WET SANDBLASTING
(REMOVALS BY CONTRACTOR)
rI = INSTALL THERMOPLASTIC TYPE IV ARROW (AS SHOWN) PER STANDARD PLAN A24A
(Lt) (Rt)
= INSTALL THERMOPLASTIC PAVEMENT DELINEATION DETAIL NUMBER/PAVEMENT MARKINGS
PER STATE STANDARD PLAN, MAY 2006
= PAINT PAVEMENT DELINEATION DETAIL NUMBER/PAVEMENT MARKINGS PER STATE
STANDARD PLAN, MAY 2006
* ALL WORK TO BE COMPLETED BY CONTRACTOR
SIGNING & STRIPING CONSTRUCTION NOTES:
0 INSTALL SIGN(S) (AS SHOWN) AND POST
F2] INSTALL MEDIAN NOSE PAINT AND RPM'S PER DETAIL 'A'
Direction
of Travel
TYPE 'H' REFLECTIVE 24'
MARKER (TYP.) 1
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2" TYP
EDGE OF 4"
YELLOW LINE
TYPE 'D' REFLECTIVE
Direction MARKER (TYP.)
of Travel
DETAIL W
MEDIAN NOSE
O1 PAINT DOUBLE 4" YELLOW LINES PER CALTRANS
STANDARD DETAIL 29.
O2 INSTALL YELLOW REFLECTIVE PAVEMENT MARKERS ON
PAVEMENT SURFACE OF MEDIAN NOSE AT 2' CENTER
TO CENTER SPACING (MINIMUM 5 MARKERS). PLACE
REFLECTIVE SURFACE OF MARKERS PARALLEL TO C/L
OF ROADWAY.
605.01' — — _ — — ULTIMATE R/W — — — — — -
229.96' — — — — — — 77.62' — — — — — _ — — — — 120' R -CURVE — P P
ULTIMATE R/W 37.43' 40.19'
DETAIL DETAIL
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DETAIL
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PROPOSED
RIALTO ELEMENTARY SCHOOL #19
APN # 0239-101-15
TPD
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DIAL `'� _ _
TWO WORKING
BEFORE DAYS BEFORE
YOU DIG " YOU DIG
TOLL FREE "` 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS
OF THE DATE OF APPROVAL SHOWN HEREON AND
CARRIED FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS
TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
—REMOVE EX. STRIPING REMOVE EX. STRIPING EX. STRIPING TO REMAIN
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REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
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THE BASIS OF BEARINGS FOR THIS DRAWING IS:
a_ THE WEST LINE OF SECTION 20 T1 N, R5W
Q BEING N00'33'41 "W PER R.S. 35/9.
z
0
BENCH MARK:
0
o THE BENCH MARK FOR THIS PROJECT IS:
0 SL -3. CHISELED "X" ON TOP OF CURB RETURN
Q OF SIERRA AVENUE AND SUMMIT AVENUE.
ELEVATION = 1663.115
o:
LEGEND:
= EXISTING STRIPING & MARKINGS TO REMAIN
------ ------ = EXISTING STRIPING & MARKINGS TO BE REMOVED BY WET SANDBLASTING
(REMOVALS BY CONTRACTOR)
rI = INSTALL THERMOPLASTIC TYPE IV ARROW (AS SHOWN) PER STANDARD PLAN A24A
(Lt) (Rt)
= INSTALL THERMOPLASTIC PAVEMENT DELINEATION DETAIL NUMBER/PAVEMENT MARKINGS
PER STATE STANDARD PLAN, MAY 2006
= PAINT PAVEMENT DELINEATION DETAIL NUMBER/PAVEMENT MARKINGS PER STATE
STANDARD PLAN, MAY 2006
* ALL WORK TO BE COMPLETED BY CONTRACTOR
SIGNING & STRIPING CONSTRUCTION NOTES:
0 INSTALL SIGN(S) (AS SHOWN) AND POST
F2] INSTALL MEDIAN NOSE PAINT AND RPM'S PER DETAIL 'A'
Direction
of Travel
TYPE 'H' REFLECTIVE 24'
MARKER (TYP.) 1
to
� 2
— o
0
2" TYP
EDGE OF 4"
YELLOW LINE
TYPE 'D' REFLECTIVE
Direction MARKER (TYP.)
of Travel
DETAIL W
MEDIAN NOSE
O1 PAINT DOUBLE 4" YELLOW LINES PER CALTRANS
STANDARD DETAIL 29.
O2 INSTALL YELLOW REFLECTIVE PAVEMENT MARKERS ON
PAVEMENT SURFACE OF MEDIAN NOSE AT 2' CENTER
TO CENTER SPACING (MINIMUM 5 MARKERS). PLACE
REFLECTIVE SURFACE OF MARKERS PARALLEL TO C/L
OF ROADWAY.
605.01' — — _ — — ULTIMATE R/W — — — — — -
229.96' — — — — — — 77.62' — — — — — _ — — — — 120' R -CURVE — P P
ULTIMATE R/W 37.43' 40.19'
DETAIL DETAIL
27B f
, DETAIL DETAIL TDETAIL 278 DETAILDETAIL D T L® 20 0. C. 38 29 22 10
29 AVENUE
SIERRA
d-
150+00 151 +00 NOW 5'49"W -+t 152+00 2 0
CD
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PER ST. PLANwl-S
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148+00 149+00
-4
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NEW EDGE OF PAVEMENT _
DETAIL RELOCATE P.P. � � ---
27B PER IT. PLANS 12.1 TAPER T`- - -- -
1 R3-7
-- -- -- -- -- --
CZ)
20'
ULTIMATE R/W NEW EDGE OF PAVEMENT t�iTE o
DETAIL
278
W
346.16' Z +
PROPOSED
RIALTO ELEMENTARY SCHOOL #19
APN # 0239-101-15
TPD
t,•
DIAL `'� _ _
TWO WORKING
BEFORE DAYS BEFORE
YOU DIG " YOU DIG
TOLL FREE "` 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS
OF THE DATE OF APPROVAL SHOWN HEREON AND
CARRIED FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS
TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
—REMOVE EX. STRIPING REMOVE EX. STRIPING EX. STRIPING TO REMAIN
153+00 -H 150' 154+00 155+00 -H 156+00
_ y ----�-
_ co 0
PID
DETAILI\\_—TYPE F DELINEATORS co
22 DETAIL ® 25' O.C. SPACING
1 R1- /SNS
DETAIL
NEW EDGE OF PA ENT 278 (TYPICAL)
DETAIL
22 ,
I DETAIL
\17B
REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
450'
EX EDGE OF PAVEMENT EX. STRIPING TO REMAIN - -
157+00 158+00 159+00 00
-- +I
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DETAIL `f) w
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ULTIMATE R/W
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GRAPHIC SCALE
40 0 20 40 40
( IN FEET )
1 inch = 40 ft.
CITY OF FONTANA,CALIFORIuIA
QR01 104,
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SIGNING AND STRIPING PLAN
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DRAWN'
BY
SIERRA AVENUE
sCALE:
a Exp. 12/31/09
2850 Inland Empire Boulevard, Suite B, Ontario, California 91764
RC
AS SHOWN
DESIGNED BY:
DATE:
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tel 909.581.0676 o fax 909.581.0696 o www.fuscoe.com
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STA 146+11.14 TO* STA 158+93.77
MARCH, 2008
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CITY ENGINEER R.C.E. 51152 DATE:
DWG. NO.:
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STEV �! L. ELLIS R.C.E. 47255 Date
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