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GENERAL NOTES GENERAL NOTESLca. IT. CONSTRUCTION NOTES. 1TE S c4~}
WHITE STRIPE
1. ALL WORK, MATERIA-...; AND EQUIPMENT FOR TRAFFIC SIGNING ,,I iD STRIPING SHAt t_ CONFORM 5. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN ON DIRECTION :!ARKER NOT USED
Q APPL'f STRIPING DETAIL, STENCIL, OR TYPE c LIMIT EINES OR X-WALKS .
TO THESE PLANS; THE CURRENT STANDARD PLANS AND SPECIFICATIONS FOR THE CITY OF FONTANA, THE PLANS, PER CITY STANDARD DETAIL. 139. PAVEMENT LEGEND AS NOTED. MARKER � OF TRAVEL
AND THE 2002 STANDARD PLANS AND SPECIFICATIONS OF THE ATE OF CALIFORNIA DEPARTMENT
OF TRANSPORTATION. 6. PAVEMENT MARKINGS & LEGENDS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. Q APPLY 300mm(12") WHITE CROSSWALK,
7. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL PROVISIONS. LIMIT LINE, OR CHEVRON.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAI«' iN BARRICAI''=S, DELINEATORS
OR OTHER TRAFFIC CONTROL AT ALL TIMES (SEE SPECIAL PROV CNS). ❑ INSTALL SIGN A5 INDICATED. g• 49'
8. CROSSWALKS SHALL HAVE 10' BETWEEN THE CENTERLINE OF THE 12" STRIPES UNLESS OTHERWISE m'•
2 WORKING DAYS NOTICE SHALL BE GIVEN TO THE CITY TRAM ENGINEER !'OR APPROVAL OF CONTROL POINTS SHOWN ON THE PLANS. ® REMOVE SIGN AS INDICATED. DETAIL "A"
OR "CAT-TRACKING" PRIOR TO APPLICATION OF PAVEMENT STRIr 'NG. N.T.S.
9. INSTALL TWO-WAY BLUE REFLECTIVE MARKER AT EVERY FIRE HYDRANT. 5 REMOVE EXISTING CONFLICTING STRIPING.
4. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATESTCALTRANS SIGN I Y WET AN STIP METHOD.
1 "STOP""
,aPECIFICAT ON SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTIS SPECIFICATION SHEET 10. ALL CONFLICTING .STRIPING, MARKINGS TO BE REMOVED B SAND BLASTING E
;ODES RAFT=IC SKC-A SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. "STOP" 1 R1 & 3 00mm (4") -sl TE
(REAPPLY) POST
(REAPPLY) 2 DET 38
VIA VENE`TO ®R. " " MILLER 1 T`,
45 1 SX, WI 4 AVE.
" (REAPPLY) 100mm (4") WHITE 1 DET 22 1
1 i.; �m (4 ) WHITE 1
1 DET 22 5 1 ! 22
(REAPPLY) IOET 22 1 6/2 R1 �-
y�'p R 1 /2
C&G 3, 3,
_ A/C CURB �. _� L 3 5
- 00 M 2 I ' - ----- - .rI -
N N / 10 ! r 5 '- 160'
TYP. — — — — — _= — CITY OF RANC140 CUCAMONGA = -- _ — J
_ - 120' -
CITY 2.__'- O
7-�( �- a BAY TAPER 0 " V _A Ld
OF ONTAPIA
_.......-... _ 0. r- 2 .•-•
.__... u� in 10' (REAPPLY) 1 in
- I r-
R/W - — 0+ C&G R26 S 0 T +0+ I �30�FROM LN Q
_ R2b 3 C&G w
._ I 1 INE _ O �O
360' �� R1 R/W
-.
360' STRIPING TRANSITION /?
" "
�_� T A
D 1
E R1 0
1 DET 6 �-�1 DET 22 TYPE IV L'J-- DET 38[l I _
(REAPPLY) �► 2 REAPPLY)
3 R26(S) AV E U R26(S) 3
3 W17 " " I kI 1 TYPE IV 12
AUGUSTA WAY 1 DET "A" 1 "STOP" 1 "AHEAD" TYPE IV 1 STOP 1 � ' REAPPLY) �"-
I R1 & 3 -{ 2 (REAPPLY) �. ` 'S) Lj'-
POST " " `� t
1 DET 12 DIETA 1
(REAPPLY) TYPE II 1 200mm (8") WHITE Q0
(REAPPLY) 3 W75 &
"STOP" �1 DET 22 1 POST
TYPE IV 1 W17 3 I�I�aO°IFIElL® I)NI. --�
"AHEAD" 1 100mm (4") WHITE 1 5 (REAPPLY)
TYPE IV 1 TYPE: IV 1
DET 32 1 (REAPPLY) ZE
5 I Q
5
_ R/W R1 R/W Qt
r 0' TO 3. TYPE
TYPE TYPE R26 5) R26(S) Vy_75 �_. R26(S) R26(S) C&G R26(5 +01
)
1 3 3O L -
. _
I t
A C CURB - ° UA LLJ
J _ r, c
---
-- -- --- -- , ------ --- — -- NORR
-- - —_
90'
. 80' GA - — —- - _ __ — _
t qn pp p g3�,�011 BAY TAPER---
- - - - - - - - --- 80• c (STV FONTANA •- __ - c° - _-- - '� Ll,J
145 I N N W Q
C&G — R26(S) R2 (S) R26(S)
R W
R/W R26(S) R2(45) R26 S 1 :R1 R 6 S) /
5 ( T I
T 1 DE 38 AVE N U E I
1 DET 12 I 1 DET 37B
1 "45"
GET 1r BURG M �
S
1 DET 22 PRIVATE DRIVEWAY TYPE VI �
1 TYPE VI 3 W11 1 TYPE A
—_J
FREEWAY \ FREEWAY Z
R/W
R R26(S) R2(45) (]-
26 S
O TYPE' ( ) C&G R/W TYPE L TYPE L
—
w '04Zcfl
_—.. -� -- ------ -- � N\ I—
mols
N �R7 .°—moo --
00 C-1
CN
N
--VC—CURB
R26(S) G R26 S W34 R26(S R26(S) R26(S) R17 R 1 a W41
R/W R1 neu EN
• SIS DRIVEWAY
Y
A V E N U IE
DRIVEWAY
DAY CANYON DR. 40 20 0 40 80 120
I
AulocAu FILENAME; SSEast_MillerSFleet.dwQ
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CITY OF RANCHO C U CAM O N GA Prepored Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
APPROVED BY: SHOULD CONSTRUCTION OF THE REQUIRED
�QaolEss�°"'� SIGNING AND STRIPING PLAN
C7) R I-- - IIIMPROVEMENTS NOT COMMENCE WITHIN TWO , �y
YEARS OF THE DATE OF APPROVAL SHOWN HEREON `�""s c� SCAL
j e_ etla " Ha 1931 a' , DRAWN 8Y: PTY EAST AVENUE "=40'
AND CARRIED FORTH IN A DILIGENT MANNER, THE � � / DESIGNED 8Y: FROM +367 FT O VIA VENETO DRIVE
DIAL TVO VORKING CITY ENGINEER RCE 24953 * ^�
BEFORE DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE Dote : �/ 2/ �3 PTY TO SBURG STREET 11/21/2003
YOU DIG YOU DIG PLANS TO BRING THEM INTO CONFORMANCE WITH >lw. ,EoL LLEWIS .E. 1931 CHECKED Bir: APP ED DRAWING NO:
TOLL FRE 1-800-927-9REY. DATE �4P ._ •-' � CAt ERC ESL $ DATE: Z 1
A PUBLIC SERVICE BY UNDERGROUND SERVICE E.Rr REVISION DESCRI?110N DAIS ENGR. am DATA STANDARDS IN EFFECT. HC I E 3473 1