HomeMy WebLinkAboutC2.22_Signage & Striping Plan East Sheet Notes:
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i 1. ALL SYMBOLS, WORD MARKINGS, CROSSWALKS, AND STOP BARS SHALL BE
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THERMOPLASTIC.ALL REMAINING PAVEMENT MARKINGS SHALL BE PAINT. O
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� � I 2. CONTRACTOR SHALL COMPLETELY OBLITERATE ALL CONFLICTING PAVEMENT
i MARKINGS.
3. SIGN FACES, POSTS AND HARDWARE FOR INSTALLING POST-MOUNTED SIGNS WILL BE
FURNISHED BY CONTRACTOR.
- - - - - - , _ _ _ _ _ 4 PAVEMENT MARKING DIMENSIONS SHOWN ARE FROM LIP OF GUTTER OR EDGE OF- - M I
FO FO T FO FO F� FO FO FO FO F� �0 FO - - - - - - - - - - - - � PAVEMENT.
EP EP EP EP EP EP EP EP EP EP EP EP EP `Q
W McMILLAN RD g 5. THE LOCATIONS OF POST MOUNTED SIGNS SHALL BE FIELD VERIFIED BY ACHD PRIOR
n TO INSTALLATION. CONTRACTOR SHALL PROVIDE AGENCY WITH TWO WORKING DAYS
E a _ NOTICE PRIOR TO FIELD VERIFICATION.
RAM IAI DAM EP FIJ
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R/W R R/IN 6. REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) FOR ADDITIONAL SIGNING
G a �C; -RNV R/W -R/W R/W0 R/W R/W R/W R/W R/W R/W RAAf - - - - - - - - - - - - - - - - AND PAVEMENT MARKINGS DETAILS.
EG EG EG EG START 3 R/W R/W R/W R/W ,� ,
:G EG EG EG EG EG EG EG EG EG (W. MCMILLAN RD./N. GRAND LAKE WAY) - \
EG EG EG EG I GRAND LAKE 1 2 EG TOp TOP TI 7. CONTRACTOR TO CHANNEL CROSSINGS,LD VERIFY ALL EXISTING& SEWER ELEVATIONS OR CURB
INVERTS RIORER, STORM DRAIN,
TO CONSTRUCTION ;, ,#
„ . r STA: 5+40.38OFF: 18.61'L TOE TOE TOE - AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
'o TO
. ,. .. Tf)r) TOP
8. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE
LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
oc I o 0 0 o EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY
- - REPSONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO
- I EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
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9. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS.
\ CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS, VINYL ON THE BACKS OF
I o JI REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND APPROVED BY ACHD.
COORDINATION WITH ACHD REGARDING THESE MODIFICATIONS IS CRITICAL. ACHD
APPROVAL IS NOT GUARANTEED. CUSTOM MODIFICATION OF STREET SIGNS AND
HARDWARE INSTALLED BY ACHD IS PROHIBITED.
FUTURE PHASE I I I 10. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH
ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT.
I I I
Signage Legend: �0
I 00 FUTUREII PHASE I , 0
0
I� I
I I
I
I I 3 I - , � o i - - - - STREET
E
J - c
(W. QUINTALE ST./N. PLUM HOLLOW AVE.) i I I SIGN PER ACHD
QUINTALE I I I DETAIL TS-1109
STA: 25+62.92 OFF: 21.23'L
CD
- - - - - -- - --- -- - -- I RESERVED
�-� - � - -- - - --- -- - -- - - - - - - - --- - - - - --- - - - - - � I - I - - - PARKING
/W I I - - - ® 0
16+00 7+00 18+00 19+00 20+00 22+00 23+00 24+00 25+00
W «-->►
-� - - -� - + - -♦-- - �- - -�- - �- I- - I I 'a R7-8
W.QUINTALE ST. O VISO I +c I VISOOIII
R R R R R R R R I T I STA:4+41.84OFF: 15.00'L o VAN
- -� - --- - -- - - -- - - --- - -- - - --- STA:3+75.84OFF: 15.00L o
ACCESSIBLE
)UINTALE ST./N. SEPINO AVE.) + r I �� I 3 I I (W.VISO ST./N. GRAND LAKE WAY) Z R7-8aP
TALE 2 I �" I + (W.VISO ST./N. PLUM HOLLOW AVE.) he
W __ _
14+96.64 OFF: 22.00'R� / ` j / ;___; i VISO 2 I o I S A:4+49.53 OFF: 18.80'L 1 2 Striping Legend:
/ \ STA: 2+20.27 OFF: 20.27 L Z - �_ -
\ I MW
/i El \ I O
(W. QUINTALE ST./N. BARTOK AVE.) I I / / % „ I z o I o 0
2 QUINTALE I 1 VISO I - + 10 24"STOP BAR
STA: 17+62.35 OFF: 24.83'R
�''
BARTOK 3 j �� I STA: 3+70.07OFF: O.51'R I _ A
I� o STA: 6+22.13OFF:4O.60'L / / //;� j I - - -- - - - -- - - + 4 (TYP.)
1- +
2 00 3+00 4+00 5+ 0 0 6+ ° - - - "CD
CROSS WALK
� x T 2
W.VISO ST. W.VISO ST. 2' (TYP.)
CD
CD
Y
( ,
I
i I _
4 IN YELLOW CENTERLINE (7 LINE 18 GAP)
(FOR SPEED ZONES 40 MPH OR LESS)
o i BARTOK 3 4 ' '
o // % _ i I (W.VISO ST./N. GRAND LAKE WAY) I VISOO
I Z + STA: 6+42.62OFF: 41.17'L'' �' /' �' � � � �
r+ I + 2 1 VISO I STA:4+47.84OFF: 14.58'L r
_ (W.VISO ST./N. LEMON TREE PL.)
' STA: 3+67.94 OFF: 18.80 R i I I L - - - J 2 VISO
STA: 5+78.58 OFF: 21.12'R - - CD
-
,/ o I I N yCOD
_ VISO 1 I I VISOO \
// STA: 3+69.94OFF: 14.47'R I I CD
+ Cc mmi
STA:4+47.71 OFF: 0.33'L I
TORANA ST./N. SEPINO AVE.) (W.TORANA ST./N. BARTOK AVE.), I � � I + M
TORANA ST. 2 I n n W.TORANA ST. 2 z OVISO I T
k: 9+50.49 OFF: 25.82'L� , I o I' ` : STA: 12+55.94 OFF: 20.27'L� I STA: 3+75.74OFF: 15.00 R I I VISOO O
+ Yo I STA:4+41.74OFF: 15.00'R
�-\ +
- - - J -� --- - -- - - -- - - - -- - --- - -- - - --
f�fW �Il �� RAIN � - - -- - - - - - - - - - - - -- - -- - - �- - -J - - -J wl
I I i
10+00 11+00 12+00 13+00 14+00 15+00 - I I I
- �- -� - 0 16+00 W.TORANA ST. 17+00 18+00 19+00 20+00 � I I
o I ■
0
- - - - - - - - - - - - - - - --- - + ' y
I.`
R �RW -- -- - - - - -- _ - - --- - --- - --- - - 7- :7 3 ,-
O
e III I ■�
o � �
I
I
a' II I I W.TORANA STA. PALI AVE.
I I I
I FUTURE PHASE
E
W.TORANA ST. (W.TORANA ST./N.APRICOT HILL AVE.)
STA: 15+64.49 OFF: 25.82'R2 W.TORANA ST.
■ y
a I I
L - - _ J STA: 18+11.49 OFF: 25.82'R I I
� I I �
I I I o o I
; I J 1 I
z I (W.TORANA ST./N. PLUM HOLLOW AVE.) I ANA ST. L; I W. LESINA ST. \ CA
O
CD STA: 20+10.5 OFF: 20 57 R I I STA: 2+33.10OFF: 15.00'Lcc
IR - - - -
W. A ST. I
L - - - J a j = co
Z I I I I cc ` CO co
I I I � �
I I - - - - - - cc U o
I I (W. LESINA ST./N. GRAND LAKE WAY)
r I + I W. LESINA ST. 1 2
c�
C11! I coI STA: 2+41.11 OFF: 18.75'L Cc
I
W. LESINA ST.0
- I STA: 2+38.97OFF: 14.43'L _ _ - - Revisions 0
-- I 2+00 I `
1 \
o I W. LESINA ST.O
STA: 2+38.84OFF: 0.18'L
o /
EG I - +� i W. LESINA ST.O /
STA: 2+33OFF: 15.00'R
IRR IRR EG END 3 IRR I I
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_ _ 568
- - - J 04/15/2025 O
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Project No.: 123200
Date of Issuance: 4.15.2025
O I Project Milestone: Permit Set
\ Signage & Striping Plan
East
A Si & StripingPlan-East 6°' 12°'
na es= g g
03 2 i■22
Horizontal Scale: 1" = 60'
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