HomeMy WebLinkAboutC8.03 ACHD Roadway -Wells Ave. - Signage & Striping Plan V1OHP OHP
OHP OHP OHP
OHP OHP
OHP OHP
S
S
R/W R/W
SD
MW
MW
CO
EP
EP
EP
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W
R/W R/W
R/W R/W
R/W R/W
MW
EP EP
134+00 133+00
POLE B (EXISTING)
STA: 132+71.91, OFF: 49.37'R
POLE D (PROPOSED)
STA: 133+49.06, OFF: 64.34'L
POLE C (EXISTING)
STA: 132+71.34, OFF: 47.93'L
STA: 1+76.90, OFF: 27.46'L
1+00 2+00 3+00 4+00 5+00 6+00 7+00
STA: 2+00.04, OFF: 6.00'R
STA: 1+92.04, OFF: 30.00'L
STA: 1+79.38, OFF: 20.47'R
STA: 3+02.04, OFF: 6.00'L
STA: 3+02.04, OFF: 18.00'L
STA: 4+02.04, OFF: 5.83'L
STA: 4+02.04, OFF: 5.83'R
STA: 5+19.34, OFF: 5.83'L
STA: 5+19.34, OFF: 5.83'R
101' STORAGE 100'
POLE A (EXISTING)
STA: 133+68.25, OFF: 48.41'R
15
15 9 9
9
19 7
19
STA: 1+25, OFF: 0.00'
STA: 133+16.11, OFF: 0.05'L
11.12'8' 12'
R2-1
24"x30"
R-1-1
30"x30"
(FUTURE, N.I.C.)
W14-2
36"x36"
STA: 2+12.27
OFF: 32.1'R
STA: 3+52.09
OFF: 30.5'R
STA: 5+52.71
OFF: 54.3'L
R-1-1
30"x30"
(FUTURE, N.I.C.)
STA: 6+05.51
OFF: 45.7'R
STA: 3+45.18
OFF: 30.5'R
2
2
2
2
1 1
11.67'
10.12'12'5' 10.5'
10.67'
STA: 5+14.85
OFF: 30.5'R
STA: 5+14.85
OFF: 30.2'L
STA: 3+80.23
OFF: 38.0'L
55761C
55762C
18
18
R3-7R
30"x36"
STA: 3+17.31
OFF: 37.5'L
STA: 5+10.74
OFF: 30.5'L
R7-1
12"x18"
STA: 4+25.03
OFF: 35.0'L
R7-1
12"x18"
STA: 3+75.28
OFF: 37.5'L
R7-1
12"x18"
STA: 5+25.71
OFF: 30.5'R
R7-1
12"x18"
R7-1
12"x18"
STA: 0+83.82, OFF: 22.98'L 18
STA: 0+84.20, OFF: 31.02'R 18
Sheet Notes
1. FOR ASPHALT PAVEMENT AREAS, ALL SYMBOLS, WORD MARKINGS, CROSSWALKS, AND STOP
BARS SHALL BE THERMOPLASTIC, ITEM 1134.05.18. ALL REMAINING PAVEMENT MARKINGS SHALL
BE PAINT, ITEM 1134.03.18.
2. CONTRACTOR SHALL COMPLETELY OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS. ITEM
SP-11400.
3. SIGN FACES, POSTS AND HARDWARE FOR INSTALLING POST-MOUNTED SIGNS (ITEM 1135.01.01)
WILL BE FURNISHED BY ACHD, PAID FOR BY CONTRACTOR.
4. PAVEMENT MARKING DIMENSIONS SHOWN ARE FROM LIP OF GUTTER OR EDGE OF PAVEMENT.
5. THE LOCATIONS OF POST MOUNTED SIGNS SHALL BE FIELD VERIFIED BY ACHD PRIOR TO
INSTALLATION. CONTRACTOR SHALL PROVIDE ACHD WITH TWO WORKING DAYS NOTICE PRIOR TO
FIELD VERIFICATION.
6. REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) FOR ADDITIONAL SIGNING AND
PAVEMENT MARKINGS DETAILS.
7. FOR SUBDIVISION SIGN INSTALLATION: OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND
OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT.
Signage Keynotes:
1. INSTALL TYPE II TERMINUS BARRICADE PER ISPWC (ACHD SUPPLEMENT) STANDARD DRAWING
SD-1132A. RAILS SHALL BE CONSTRUCTED OF THICKENED EDGE ALUMINUM AND INCLUDE
REFLECTIVE DECAL STRIPING.
2. INSTALL TYPE III TERMINUS BARRICADE PER ISPWC (ACHD SUPPLEMENT) STANDARD DRAWING
SD-1132B WITH SIGN STATING: "THIS ROADWAY TO BE EXTENDED IN THE FUTURE" RAILS SHALL
BE CONSTRUCTED OF THICKENED EDGE ALUMINUM AND INCLUDE REFLECTIVE DECAL STRIPING.
#
Pavement Marking Legend
REFER TO ACHD STANDARD TRAFFIC DETAIL TS-1112 FOR STRIPING DETAILS
24" STOP BAR
CROSSWALK
TURN ARROW
BIKE LANE SYMBOL
7
15
17
19
18
4" DOUBLE YELLOW
4" SOLID WHITE
4" YELLOW CENTER LINE
(12' LINE - 38' GAP)
2
16 4" SOLID YELLOW
4' (TYP.)
2' (TYP.)
9
9' (TYP.)
4" YELLOW TWO WAY LEFT TURN LANE
(7' LINE -18' GAP)
8" SOLID WHITE
20213
3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0
C O S T A M E S A , C A 9 2 6 2 6
W W W . N G G P A R T N E R S . C O M
T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5
A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S
REV DESCRIPTION DATE
2700 E. Overland Rd.
Meridian, ID 83642
SEASONS AT MERIDIAN
NEWMAN GARRISON + PARTNERS, INC
COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS
MORGAN HOLDINGS &
STONE HILL
38 Glen Gary Dr., Ste. 200
Aspen, CO 81611
7301 Peak Dr., Ste. 200
Las Vegas, NV 89128
TLG PN: 120124
A DELTA A 07/22/2022
C8.03
ACHD Roadway -
Wells Ave. - Signage
& Striping Plan
Horizontal Scale:
0 20' 40'
1" = 20'
ACHD Roadway-Wells Ave. - Signage & Striping Plan
Lighting Legend:
TYPE 1 MAST ARM LUMINAIRE PER CITY OF
MERIDIAN SUPPLEMENTAL SPECIFICATIONS
AND STANDARD DRAWING NO. T1
XXXXX CITY OF MERIDIAN LIGHT FIXTURE DESIGNATION
07-22-2022 (100% CD) CD SET
0 8 / 0 3 / 2 2
08/03/2022
09/27/22
FPS-2022-0022