HomeMy WebLinkAbout008 Sht C2.0 - Site Details RESERVED PARKING
SIGN
ADA ACCESSIBILITY RAMP. RESERVED
24" DETAIL 7 SHEET C2.0
RESERVED PARKING SIGN PARKING , NOTE: SIGN WORDING TO
WITH VAN ACCESSIBLE CONFORM TO CURRENT
2" SLOPE GUTTER PAN TO MATCH SIGN CITY OF BOZEMAN STDS.
TOPSOIL- 3"R 4.5"PROPOSED ASPHALT GRADES 7 —SIGN
(TYP.) 4*R 1,12
V SLOPE 3/!4!:_TOV SLOP
1.5"
z
12" PERMIT REWIRED
0
EII- I S 0.
DETECTABLE
100 FINE VAN ACCESSIBLE
SPILL CURB 7.5" WARNING SIGN AS REQUIRED
SURFACE
C
VAN-sU" =ACCESSOLE��, ,,
ACCESS 2' SQUARE
O_0_0_0 AISLE PERFORATED TUBE
0000000000000000000000000000 0 ,
PDST
0 0 0 O 0 C 0 0 0 0 ,-,0 0 0 0 CRUSHED GRAVEL z 4" WIDE STRIPE 4" PAINTED- .
000000000000000000000000000000 r) nc) BASE 3" MIN
C) c) c) c) c) c) c� C) F) C) PAINTED SYMBOL z
(TYP)-2 COATS ">-STRIPED
SUB-BASE COURSE (2 COATS)
AS REQUIRED
0 TA
_I III T�l I IF1 I L�I I-I 1-�� CHRIS G.
COMPACTED SUBGRADE �II
BUCESKI
N..10825 PE
NOTES: I CONCRETE PIPE BASE
8' 58' SLOPE FOR DRAINAGE
1. CONCRETE SHALL BE CLASS M-4000. 5. 1/2" EXPANSION JOINT MATERIAL SHALL BE
PLACED AT ALL P.C.S., P.T.S., CURB RETURNS
2. SUBGRADE OR BASE COURSE COMPACTION SHALL AND AT NOT MORE THAN 300' INTERVALS. THE
CONFORM TO SECTION 02234 (MPWSS) EXPANSION MATERIAL SHALL EXTEND THROUGH NOTES, I DRAWN BY: JMW
3. CRUSHED BASE SHALL MEET THE REQUIREMENTS OF THE FULL DEPTH OF THE CURB AND GUTTER. 1. SEE SITE PLAN FOR ACTUAL CONFIGURATION. I REVIEWED BY: CGB
SECTION 02235 (MPWSS) 2. VAN-ACCESSIBLE SPACE SHALL HAVE AN PROJECT ENGINEER:CGB
ADDITIONAL SIGN MOUNTED BELOW THE 30'
4. CONTRACTION JOINTS SHALL BE PLACED AT 10' STANDARD SPACE PARKING SIGN. 1'-6' DIA./ I DESIGNED BY:CGB
INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3/4- AND CONCRETE BASE
3. MAXIMUM 2%CROSS SLOPE ALLOWED IN
MINIMUM WIDTH OF 1/8-. PARKING SPACE AND ACCESS AISLE. LJ
3' A I SLEEVES AND SIGN
Ql__�DETAIL L121� LL POSTS SHALL BE
INTEGRAL CONCRETE CURB&GUTTER DETAEL INSTALLED PLUMB.
N.T.S. C2A TYPICAL HANDICAP STALL&SIGNAGE Z
N.T.S.
4" THICK P.C.C.
SEE SITE PLAN V,"-SIDEWALK DETECTABLE
WARNING
0 SURFACE 2" PERFORATED SQUARE TUBE POST Z
SIGN BLANKS In (14 GAUGE)
3" COMPACTED CRUSHED DETECTABLE MOUNTED
KUIK BASE WARNING BACK TO BACK FASTEN POST TO SLEEVE WITH 916"
SURFACE ON POST CORNER BOLT (A325) 1 Y2" ABOVE
COMPACTED SUBGRADE FINISH GRAGE. INSERT BOLT HEAD
4 18'�!- 18'1- FROM OPPOSITE SIDE OF EXPECTED
T_lilllllilllllilllllilllllilllllilllllill Ili' 5. 0 IMPACT. INSERT DRIVE RIVET INTO
FINISH OPPOSITE SIDE.
12 6------ 4' MIN, 2' (MIN) GRADE 2":
TOOLED JOINT(1- DEEP) NOTE,
WINGS AT 18" FOR RAMPS IN
CONCRETE SIDEWALK AND MIN LINE WITH SIDEWALK, 6' FOR 4'
1/41 CURB BROOM FINISH RAMPS IN LINE WITH WALK -T X 30" 12 GAUGE
PARALLEL RAMP ON TANGENT POST (TELSPAR SIGN POST SLEEVE (TELSPAR "QUIK
PUNCH" ORAPPROVED EQUAL)
2" PERFORATED _�2
MIN SQUARE TUBE NON-PERFORATED SQUARE TUBE
4' PARALLEL RAMP ON TANGENT OR APPROVED 7' (MIN)
FAST oTy
EN OE FINISH
IMP,
OR,
CONI
CUR,
VARIES-7 EQUAL) 24"
cn 00
3" COMPACTED VARIES-7 NO LIP �lr
CRUSHED LL— —\\-INSERT SIGN POST 18* INTO SLEEVE
�__'T TE ANCHOR
ROCK BASE g"-,-� M-4000 CONCRETE
\-COMPACTED SUBGRADE NO LIP Z
6
NOTE; 0
MIN. 3" OF 1" o
REFER TO LANDSCAPE PLAN(A-002)FOR JOINT LAYOUT SECTION THROUGH RAMP CRUSHED ROCK SIGN POST FOUNDA170N DETAEL .4
BASE Z 0
TOOLED CONTROL JOINT DETAIL MIN. 3" OF 1" NOTES: z
SECTION THROUGH RAMP CRUSHED ROCK = 0.1
BASE 1.TEXTURE TO MEET LOCAL CODE 0-4 u
NOTES, 2.ALL RAMPS AND ACCESSWAYS SHALL CONFORM TO THE
AMERICANS WITH DISABILITIES ACT(ADA). ATTACH SIGNS TO POST WITH DRIVE RIVETS (MIN.
1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 4" MIN. 2 PER SIGN)
2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND BUILDINGS AS DETAEL 00
SHOWN ON GRADING PLAN. MAXIMUM CROSS SLOPE- 2%
3. CONCRETE SHALL BE 4,000 PSI 0 28 DAYS. ADA ACCESSIBILITY RAMP (T�DETAIL
4. CONTRACTION JOINTS SHALL BE PLACED AT 5' INTERVALS IN,C2A TYPICAL SIGNAGE
5. EXPANSION JOINT MATERIAL SHALL BE PLACED AT 50' INTERVALS COB STD. DWG NO. 09810-1 c SHEET
C2.0
DETAIL
cno CONCRETE SIDEWALK T TRUNOR'rH CENTER
N.T.S.
DETAELS
o PROJECT:23-102
DATE:FEBRUARY 2023