HomeMy WebLinkAboutC2.0CivilDetails_03-04-21 a
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5.4" (0.45') RESERVED PARKING RESERVED
24" SIGN PARKING NOTE: SIGN WORDING TO
9" m
ADA ACCESSIBILITY RAMP. CONFORM TO CURRENT
3
2" CITY OF BOZEMAN STDS.
DEPRESS CURB TO THIS LINE SEE
CATCH CURB 4.5" DETAIL 7 SHEET C2.0 IE a
FOR CURB DROP. RESERVED PARKING SIGN BELSON SWERVE BIKE RACK o
WITH VAN ACCESSIBLE OWNER TO SELECT COLOR
4" TOPSOIL 3"R SPILL CURB y _SIGN SIGN
4
(TYP.) � q"R 34" 21.5"
J- S = 3 4 1' N PERMIT REQUIRED
L t/z"sLoac 1.5" 1� II 1.12 ft0o FlNE 4" THICK CONCRETE SLAB
_ _ VAN ACCESSIBLE (M-4,000 PSI) SET ON 3"
12" 11 -` SIGN AS REQUIRED COMPACTED CRUSHED o
IIIII 6" VAN-ACCESSIBLE ROCK BASE. >
..........
_ Z•5" DETECTABLE GRADE
WARNING 2" SQUARE PERFORATED
-IIIIII a 4a BE POST
a SURFACE TU
_ O O O O - ACCESS
O O O O O O O O O O d0 O O O AISLE
CRUSHED GRAVEL >00000000000000000000000000000001 �(�DETAIL
BASE - 3" MIN. o-o O O O O O O O O O O O O O
_ _ _ -O O O O O O O O O O O O O 4" WIDE STRIPE
PAINTED SYMBOL 4" PAINTED I I C2A BELSON SWERVE BIKE RACK
SUB BASE COURSE °r° C\(TYP)-2 COATS STRIPED 6-6 I I N.T.S.
AS REQUIRED _ - - - - - - - - - - - - - - - - - - - \ (2 COATS) II
I-1 I I III III=1 I I=1 I I III-III=1 I I III III=1 I I=1 I I_I I I=1 I I=1 I I III=1 I I=1 I I=1 11= I I �O N i q Nq
=111I II-III=111_III-III=III=III-III=III-III;III-III=III-III=III=1i1=1Tl=III
�iII=III=III-III I I CONCRETE PIPE BASE
III CHRISG.
- -- SLOPE FOR DRAINAGE
OMPACTED SUBGRADE L � euoesHl
NOTES: I II I LJ
I.
SUBGRADE AND SUB BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02234 I•�8'-1•�5'-8' 8'� I I
(MPWSS) I I
I I 2. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A I I TOOLED JOINT(1" DEEP) DRAWN BY: DAD
MINIMUM DEPTH OF 3/4" AND MINIMUM WIDTH OF 1/8". NOTES: I I 30" CONCRETE SIDEWALK AND
1.SEE SITE PLAN FOR ACTUAL CONFIGURATION. 1'-6" DIA. I I CURB BROOM FINISH REVIEWED BY:CGB
3. 1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S, P.T.S, CURB CONCRETE BASE 1/4" PROJECT ENGINEER:CGB
RETURNS AND AT NOT MORE THAN 300' INTERVALS. THE EXPANSION MATERIAL SHALL 2.VAN-ACCESSIBLE SPACE SHALL HAVE AN 4" THICK P.C.C.
EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER. ADDITIONAL SIGN MOUNTED BELOW THE L J SIDEWALK 4" DESIGNED BY:CGB
STANDARD SPACE PARKING SIGN. SEE SITE PLAN 4. CONCRETE SHALL BE CLASS M-4000. 3. MAXIMUM 2%CROSS SLOPE ALLOWED IN 3"
+I
5. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 PARKING SPACE AND ACCESS AISLE. L 12„ ,
(MPWSS). ALL SLEEVES AND SIGN °
POSTS SHALL BE 3" COMPACTED CRUSHED
I D ROCK BASE 3" COMPACTED
ETAIL INSTALLED PLUMB.
i� CRUSHED
C3A INTEGRAL CONCRETE CURB&GUTTER I =1I -I COMPACTED SUBGRADE ROCK BASE
C.O.B. STD. DWG. NO. 02528-1 N.T.S. 4 DETAIL III-III=III-III-III-III=III- COMPACTED SUBGRADE
cxo TYPICAL HANDICAP STALL&SIGNAGE it II II IIT_II II II II II II II II l NOTE;
N.T.S. REFER TO LANDSCAPE PLAN(A-002)FOR JOINT LAYOUT
6" THICK, M-4,000 PSI REINFORCED (1
PORTLA CEMENT CONCRETE. #5 TOOLED CONTROL JOINT DETAII.
®18" D.C.0 EACH WAY NOTES:
1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 4" MIN. co)
2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND BUILDINGS AS 111
SHOWN ON GRADING PLAN. MAXIMUM CROSS SLOPE - 2% ® ,F
3. CONCRETE SHALL BE 4,000 PSI ®28 DAYS. I�i l '4a �•
9" THICK, 1" CRUSHED ROCK 4. CONTRACTION JOINTS SHALL BE PLACED AT 5' INTERVALS
BASE COURSE IN ACCORDANCE NOTES: 5. EXPANSION JOINT MATERIAL SHALL BE PLACED AT 50' INTERVALS ^
W/MPW 2235* WHERE TRENCH PASSES THRU EXISTING PAVEMENT THE U i
PAVEMENT SHALL BE CUT ALONG NEAT VERTICAL LINE A oo
MINIMUM OF 12"FROM EDGE OF TRENCH. WHERE NEAT LINE IS 7 �I W
I� �I 3'FROM EDGE OF EXISTING PAVEMENT OR CURB AND GUTTER C2.0 CONCRETE SIDEWALK I""I N
11 III I 1-111-111-111-111-1 SECTION,REMOVE AND REPLACE ENTIRE PAVEMENT SECTION N.T.S. o
OMPACTED SUBGRADE BETWEEN TRENCH AND EDGE OF PAVEMENT b
*USE 12" THICK, 1" CRUSHED ROCK BASE PROPOSED VERTICAL TRENCH WALLS W �•/
COURSE AND 8" PORTLAND CEMENT FINISH WITH SHORING TO CONFORM
CONCRETE IN LINE WITH TRASH ENCLOSURE SURFACE TO O.S.H.A. REGULATIONS*
DETAEL EP EP 0
cxo CONCRETE PAVEMENT AND SIDEWALK CROSSING
3 ASPHALT
-� vARPEs 18"-1 1.5'vns CONCRETE
DETECTABLE INSTALL DETECTABLE
WARNING WARNING TAPE 18" SLOPING, BENCHING OR
COMPACTED
SUPPORT SYSTEMS IN THIS
TYPE "A" (45 CM) MAX. DEPTH BASE ROCK
SURFACE / N \ AREA TO CONFORM TO O.S.H.A. ..
TRENCH BACKFILL (OPTIONAL) REGULATIONS* "
COMPACTED
SUBGRADE p
DETECTABLE
�--- 2 - #4 REBAR EQUALLY
WARNING 8" M-4000 PSI r,
SURFACE �I1 " 18"I` 6" CONCRETE SPACED WITH 3" CLR
---- SELECT TYPE I BEDDING MATERIAL PLACED FROM BOTTOM Ind N
NOTE, 4' MIN. 6' --____.__/I \ 11_..-___-__ IN 6" LAYERS AND COMPACTED (�
4" \\��1 AS SPECIFIED IN MPWSS NOTES: ,�e H
2 WINGS AT 18" FOR RAMPS IN ---- TYPE I PIPE BEDDING PLACED IN 6" 1. P.C.C. SHALL BE 4,000 PSI ®28 DAYS. CONCRETE TO W V]
k k LINE WITH SIDEWALK, 6' FOR MAX. LAYERS AND COMPACTED AS BE PLACED ON APPROVED SUBGRADE AND BASE ROCK. A N
6. ..;;;;.,fir 'Vl RAMPS IN LINE WITH WALK - SPECIFIED IN MPWSS H ,p
MIN. 2. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS
5' PARALLEL RAMP ON TANGENT AND SHALL EXTEND A MINIMUM OF 20%THROUGH THE
' 6' TYPE I PIPE BEDDING PLACED CONCRETE. 10
TYPE 2 PIPE BEDDING TRENCH WIDTH-O.D. IN 6" MAX. LAYERS AND COMPACTED '�' 00
MIN. VARIES-7WHERE REQUIRED FOR OF PIPE PLUS 2'
SOFT OR UNSTABLE MIN. TRENCH WIDTH=3.5' AS SPECIFIED IN MPWSS 3. ASPHALT PAVEMENT SHALL BE PLACED TO ENSURE NO
FOUNDATION PONDING ADJACENT TO CONCRETE SWALE. ...
PARALLEL RAMP ON TANGENT NO LIP
*SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATION 0
® x o0
VARIES-7n 9- s DETAII. r8 DETAIL CONCRETE VALLEY GUTTER b F
czo TYPICAL TRENCH DETAILMIN. 3" OF 1" C.O.B. STD DETAIL 02221-1 NTS N.T.S. _ �n
NO LIP SECTION THROUGH RAMP CRUSHED ROCK a ps
BASE "
00
2%Ay
MIN. 3" OF 1" NOTES: _ SHEET
SECTION THROUGH RAMP CRUSHED ROCK 1. TEXTURE TO MEET LOCAL CODE ��"®
BASE 2.ALL RAMPS AND ACCESSWAYS SHALL CONFORM TO THE
AMERICANS WITH DISABILITIES ACT(ADA).
COHOUSING
DETAIL o CIVIL DETAILS
r�o ADA ACCESSIBILITY RAMP
PROJECT:20-102
a DATE:03/04/21