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SIGNING 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. ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL CONFORM TO THESE PLANS, THE CITY OF FONTANA
STANDARD SPECIFICATIONS, THE STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA, DATED 2010, AND THE
CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, DATED 2014.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN TEMPORARY TRAFFIC CONTROL AT ALL TIMES.
4. ALL SIGNS SHALL BE INSTALLED PER CITY STANDARD DETAIL 4003, UNLESS OTHERWISE SHOWN ON THE PLANS.
5. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE NOTED.
6. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKINGS FOR TYPE "G" MARKERS ON DETAIL 38 ON ROADWAYS WITH RAISED MEDIANS.
7. SUBSTITUTE DETAIL 14A STRIPING FOR DETAIL 12 STRIPING FOR ROADWAYS WITH RAISED MEDIANS.
8. STRIPING AND PAVEMENT MARKINGS TO BE REMOVED SHALL BE REMOVED BY SANDBLASTING.
9. CONTROL POINTS OR "CAT TRACKING" SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO APPLICATION OF PAVEMENT STRIPING
AND LEGENDS. NOTIFY THE CITY AT LEAST TWO DAYS PRIOR FOR APPROVAL OF "CAT TRACKING".
10. BLUE RAISED PAVEMENT MARKERS SHALL BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER CITY STANDARD PLANS.
11. AS -BUILT DRAWINGS SHALL E PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD
DRAWINGS AND ELECTRONIC AUTOCAD FILES TO THE CITY ENGINEER.
JOIN EXISTING
STRIPING
STA 219+00
LO
219
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
N OTE:
APPLY DETAIL 27B STRIPING ALONG THE SOUTHERN EDGE OF FALCON RIDGE
WAY, THE WESTERN EDGE OF EAGLES NEST WAY, AND ALONG THE
NORTHERN EDGE OF TOSCANA LANE AT 4" OFF OF AC DYKE (FOR A TOTAL
DISTANCE OF APPROXIMATE 2230')
CITY OF FONTANA
SIGNAGE AND STRIPING PLANS
FOR
LYTLE CREEK RD.
AT ETIWANDA ELEMENTARY SCHOOL #13
NOTE:
INSTALL 3 R26(S)(CA) SIGNS ALONG THE SOUTHERN EDGE OF FALCON
RIDGE WAY (FACING E/B TRAFFIC) SPACED APPROXIMATELY 200' APART.
INSTALL 4 R26(S)(CA) SIGNS ALONG THE WESTERN EDGE OF EAGLES NEST
WAY (FACING S/B TRAFFIC) SPACED APPROXIMATELY 200' APART.
INSTALL 3 R26(S)(CA) SIGNS ALONG THE NORTHERN EDGE OF TOSCANA
LANE (FACING W/B TRAFFIC) SPACED APPROXIMATELY 200' APART.
90'
EXISTING R/W BAY TAPER
ULTIMATE(3)— TYPE F DELINEATORS
DETAIL EXISTING EDGE OF DETAIL R/W ® 10' SPACING ®CSP
PAVEMENT 276 INLET
220
(FIGURE ,
EXISTING R81 (CA) n j
STRIPING TO +R81A (CA)01
r
REMAIN SW24-3 (CA)[
L0-
221 222
SR4-1 (CA) 1 REMOVE EXISTING
STRIPING
100'
PROPOSED ETIWANDA
ELEMENTARY SCHOOL # 13
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BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS DRAWING O
IS: CL OF LYTLE CREEK ROAD N00'40'22"W
p 1325.56' BASIS OF BEARING PER MB o
309/7-10.
b
BENCH MARK: DIAL TWO WORKING
n SAN BERNARDINO COUNTY BENCHMARK BEFORE DAYS BEFORE
J #8-17. SBD CO BR DISC IN CONIC LEG YOU DIG YOU DIG
Lj
3 POWER TOWER SCE#195 343' N HIGHLAND TOLL FREE 1-800-227-2600
AVE. 0.2' MI W OF SAN SEVAINE AVE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
ELEVATION = 1428.61 (DATUM OF 1929)
I
12' 22'
DETAIL
2713
L=670' a
R1-1 1 z
DETAIL
22
f
Direction
of Travel
TYPE 'H' REFLECTIVE 24'
MARKER (TYP.) � 1
0
2
0
0
0
0
2" TYP.
TYPE 'D' REFLECTIVE
Direction MARKER (TYP.)
EDGE OF 4" of Travel
YELLOW LINE
O1 APPLY THERMO PAINT DOUBLE 4" YELLOW LINES PER
CALIFORNIA MUTCD, STANDARD DETAIL 29.
O2 INSTALL YELLOW REFLECTIVE PAVEMENT MARKERS ON
PAVEMENT SURFACE OF MEDIAN DIOSE AT 2' CENTER
TO CENTER SPACING (MINIMUM 5 MARKERS). PLACE
REFLECTIVE SURFACE OF MARKERS PARALLEL TO C/L
OF ROADWAY.
DETAIL 'A'
MEDIAN NOSE
R1-1 F1
90'
150'
BAY TAPER
50
4" SOLID
DETAIL
-
DETAIL
WHITE LINE
DUNCAN
CANYON ROAD
29
t
12
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DETAIL FlGURE
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RA VISTA D .
SITE
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1 W74 (CA)
232 233 1
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234 1 00 L
LYTLE CREEK ROAD
Q� AVE
o 0
DETNL DETAIL
GUR
710-101
DETNL
DETAIL 1
39 12
�A
SW24-2
200'
(CA)
REMOVE EXISTING
0
STRIPING
J�
50'
Y 4 SOLID
n WHITE LINE
z
z
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS DRAWING O
IS: CL OF LYTLE CREEK ROAD N00'40'22"W
p 1325.56' BASIS OF BEARING PER MB o
309/7-10.
b
BENCH MARK: DIAL TWO WORKING
n SAN BERNARDINO COUNTY BENCHMARK BEFORE DAYS BEFORE
J #8-17. SBD CO BR DISC IN CONIC LEG YOU DIG YOU DIG
Lj
3 POWER TOWER SCE#195 343' N HIGHLAND TOLL FREE 1-800-227-2600
AVE. 0.2' MI W OF SAN SEVAINE AVE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
ELEVATION = 1428.61 (DATUM OF 1929)
I
12' 22'
DETAIL
2713
L=670' a
R1-1 1 z
DETAIL
22
f
Direction
of Travel
TYPE 'H' REFLECTIVE 24'
MARKER (TYP.) � 1
0
2
0
0
0
0
2" TYP.
TYPE 'D' REFLECTIVE
Direction MARKER (TYP.)
EDGE OF 4" of Travel
YELLOW LINE
O1 APPLY THERMO PAINT DOUBLE 4" YELLOW LINES PER
CALIFORNIA MUTCD, STANDARD DETAIL 29.
O2 INSTALL YELLOW REFLECTIVE PAVEMENT MARKERS ON
PAVEMENT SURFACE OF MEDIAN DIOSE AT 2' CENTER
TO CENTER SPACING (MINIMUM 5 MARKERS). PLACE
REFLECTIVE SURFACE OF MARKERS PARALLEL TO C/L
OF ROADWAY.
DETAIL 'A'
MEDIAN NOSE
PROPOSED ETIWANDA
ELEMENTARY SCHOOL # 13
150' O 150'
U
TYPE F DELINEATORS ® QR3-7 PROPOSED C/G
U- DETAIL 200' 1 DETAIL
50 SPACING (TYPICAL) rDETAJLDETAIL END APPROX. ®STA 50' �'� ULTIMATE 39A (CA) 12
27B +221+55
•sTaP• R/W
12•
vrHITE
W1-4 — — 2 — — —TYPE IV
7rc"-4 5-3 1 N (CA) 1 1 R6-1 (R) —
REMOVE EXISTING—/ "' I DETAIL L—REMOVE EXISTING
�DET)AJL 29 'DETAIL
2ULTIMATE R/W STRIPING
STRIPING >,A/ 7 4 1 DETAIL D 3TgAIL DETAIL
(CA) 4" SOLID 50 1 W9-1
WHITE LINE 4" SOLID 1 3-2
500' WHITE LINE
EXISTING DRIVEWAY EXISTING RESIDENTIAL
TO FONTANA NORTH I
SKATE PARK
4 JULIU
WHITE LINE
REMOVE EXISTING STOP BAR
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 REOUIRE REVISIONS TO THE PLANS
TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
REV.
rZAIJ 1111JU RCJIUCIV I IML
TRACT NO. 16872
REVISION DESCRIPTION
I
I
I
JOIN EXISTING
STRIPING
STAT 241+82.5
I
EXISTING
EDGE OF
PAVEMENT
zSTING
STRIPING TO
REMAIN
.� ��'r%)
STRIPING R81 B (CA) 1 I EXISTING
EDGE OF
DATE I ENGR. I CITY I DATE
I
PAVEMENT
1 I
PRpFESS/Oti ,
p L &
A, FUSCOE
v' G' J' (1111, DRAWN BY:
NO. C 047255 rn
E N G 1 N E E R I N G
o Exp. 12/31/17 z 2850 Inland Empire Boulevard, Suite B, Ontario, California 91764 DESIGNED BY:
tel 909.581.0676 o fax 909.581.0696 o www.fuscoe.com
sT C I V 1 k- \P /� CHECKED BY:
�Tf OF CAL-
EVEN L. ELLIS R.C.E. 47255 Date
O
DETAIL 39 DETAIL W73A (CA) Ln
+
1
EXISTING R/W +
M
cel �
N J
+� —�-- Of
On 230— 231
r� O
LTJ
Z L1J
DETAIL DETAtL
12 39
Q
LEGEND:
= EXISTING STRIPING & MARKINGS WITHIN CONSTRUCTION AREA TO BE REMOVED
BY WET SANDBLASTING (REMOVALS BY CONTRACTOR)
h rI = APPLY THERMOPLASTIC TYPE IV ARROW (AS SHOWN) PER STANDARD PLAN A24A
(Lt) (Rt)
® = APPLY THERMOPLASTIC PAVEMENT DELINEATION DETAIL NUMBER/PAVEMENT
MARKINGS CALIFORNIA MUTCD
® = APPLY THERMOPLASTIC PAVEMENT DELINEATION DETAIL NUMBER/PAVEMENT
MARKINGS PER CALIFORNIA MUTCD
• ALL WORK TO BE COMPLETED BY CONTRACTOR
SIGNING + STRIPING CONSTRUCTION NOTES:
❑1 INSTALL SIGNS) (AS SHOWN) AND POST
2❑ INSTALL MEDIAN NOSE THERMO AND RPM'S PER DETAIL 'A'
3❑ JOIN EXISTING STRIPING
4❑ APPLY 24" x 10' YELLOW LONGITUDINAL LINES SPACED 24" APART
CITY OF FONTANA, CALIFORNIA
SIGNING AND STRIPING PLAN
SCALE:
LYTLE CEK ROAD AS SHOWN
STA. 222+7 .SO TO 238+87.56 DATE:
/A TIWANDA E NTARY SCHOOL #13 JANUARY, 2016
ARD BY: DWG. NO.:
GINEE R.C.E. 51152 DATE: 5397
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HIGHLAND
210
AVE
VICINITY
MAP
N.T.S.
PROPOSED ETIWANDA
ELEMENTARY SCHOOL # 13
150' O 150'
U
TYPE F DELINEATORS ® QR3-7 PROPOSED C/G
U- DETAIL 200' 1 DETAIL
50 SPACING (TYPICAL) rDETAJLDETAIL END APPROX. ®STA 50' �'� ULTIMATE 39A (CA) 12
27B +221+55
•sTaP• R/W
12•
vrHITE
W1-4 — — 2 — — —TYPE IV
7rc"-4 5-3 1 N (CA) 1 1 R6-1 (R) —
REMOVE EXISTING—/ "' I DETAIL L—REMOVE EXISTING
�DET)AJL 29 'DETAIL
2ULTIMATE R/W STRIPING
STRIPING >,A/ 7 4 1 DETAIL D 3TgAIL DETAIL
(CA) 4" SOLID 50 1 W9-1
WHITE LINE 4" SOLID 1 3-2
500' WHITE LINE
EXISTING DRIVEWAY EXISTING RESIDENTIAL
TO FONTANA NORTH I
SKATE PARK
4 JULIU
WHITE LINE
REMOVE EXISTING STOP BAR
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 REOUIRE REVISIONS TO THE PLANS
TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
REV.
rZAIJ 1111JU RCJIUCIV I IML
TRACT NO. 16872
REVISION DESCRIPTION
I
I
I
JOIN EXISTING
STRIPING
STAT 241+82.5
I
EXISTING
EDGE OF
PAVEMENT
zSTING
STRIPING TO
REMAIN
.� ��'r%)
STRIPING R81 B (CA) 1 I EXISTING
EDGE OF
DATE I ENGR. I CITY I DATE
I
PAVEMENT
1 I
PRpFESS/Oti ,
p L &
A, FUSCOE
v' G' J' (1111, DRAWN BY:
NO. C 047255 rn
E N G 1 N E E R I N G
o Exp. 12/31/17 z 2850 Inland Empire Boulevard, Suite B, Ontario, California 91764 DESIGNED BY:
tel 909.581.0676 o fax 909.581.0696 o www.fuscoe.com
sT C I V 1 k- \P /� CHECKED BY:
�Tf OF CAL-
EVEN L. ELLIS R.C.E. 47255 Date
O
DETAIL 39 DETAIL W73A (CA) Ln
+
1
EXISTING R/W +
M
cel �
N J
+� —�-- Of
On 230— 231
r� O
LTJ
Z L1J
DETAIL DETAtL
12 39
Q
LEGEND:
= EXISTING STRIPING & MARKINGS WITHIN CONSTRUCTION AREA TO BE REMOVED
BY WET SANDBLASTING (REMOVALS BY CONTRACTOR)
h rI = APPLY THERMOPLASTIC TYPE IV ARROW (AS SHOWN) PER STANDARD PLAN A24A
(Lt) (Rt)
® = APPLY THERMOPLASTIC PAVEMENT DELINEATION DETAIL NUMBER/PAVEMENT
MARKINGS CALIFORNIA MUTCD
® = APPLY THERMOPLASTIC PAVEMENT DELINEATION DETAIL NUMBER/PAVEMENT
MARKINGS PER CALIFORNIA MUTCD
• ALL WORK TO BE COMPLETED BY CONTRACTOR
SIGNING + STRIPING CONSTRUCTION NOTES:
❑1 INSTALL SIGNS) (AS SHOWN) AND POST
2❑ INSTALL MEDIAN NOSE THERMO AND RPM'S PER DETAIL 'A'
3❑ JOIN EXISTING STRIPING
4❑ APPLY 24" x 10' YELLOW LONGITUDINAL LINES SPACED 24" APART
CITY OF FONTANA, CALIFORNIA
SIGNING AND STRIPING PLAN
SCALE:
LYTLE CEK ROAD AS SHOWN
STA. 222+7 .SO TO 238+87.56 DATE:
/A TIWANDA E NTARY SCHOOL #13 JANUARY, 2016
ARD BY: DWG. NO.:
GINEE R.C.E. 51152 DATE: 5397