HomeMy WebLinkAboutSht C2.0 - Civil Details - Rev 1 01-04-20 O
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PROPOSED
FINISH 6" THICK, M-4,000 PSI REINFORCED >
INLET CASTING SURFACE PORTLAND CEMENT CONCRETE. #5
D&L 1-3517 018" O.C. EACH WAY 3
24" OR APPROVED EQUAL
6^ -I i I l l l=III=1 0 0 p III=III=r �
5/ SMOOTH ROD III-III O�0� II-III
2" SLOPE GUTTER PAN TO MATCH CENTERED IN OPENING =III=1 _III=
PROPOSED ASPHALT GRADES ADJUSTING RINGS 0 DO �p 12" THICK, 1" CRUSHED ROCK
TOPSOIL° AS REQUIRED �U^ BASE COURSE IN ACCORDANCE
4" 3"R 4•g^ 1 1 l 1 SLOPING, BENCHING OR w
(TAP•) 4"RTYPE BUJ �(.JzJ SUPPORT SYSTEMS IN THIS � W/ MPW 2235
a 314"TO 1' SLOPE TRENCH BACKFILL 0 0 p AREA TO CONFORM TO OSHA
-111 1.5" D D REGULATIONS* = o
I hI 111 I IIIIIIIIIII I I�111 111 � �
0 0 0 OMPACTED SUBGRADE
SPILL CURB 24" ��
_ 7.5" L D D w
° 6" DETAIL o
=1 1= ° I° CONCRETE PAVEMENT AND SIDEWALK CROSSING w
w SELECT TYPE BEDDING MATERIAL PLACED Cjp >
O O O-O BLOCK OUT FOR g
0 0 0 0 0 0 0 0 0 0-0-0-0-o PIPING. SEE a AS SPECIFIED INNMPWSSPACTED
e
w
O O O 0 0 O O O O O O O O O O GRADING PLAN FOR w 4"
O O O O O O O O O O O O O O O O CRUSHED GRAVEL ACTUAL PIPE ra. o
0000000000000000000000000000000 BASE - 3" MIN. LOCATIONS a '� - TYPE PIPE BEDDING PLACED IN 6" Z
_ - MAX. LAYERS AND COMPACTED AS
SUB-BASE COURSE i"ISPECIFIED IN MPWSS
AS REQUIRED I III=III=11 II 3" ASPHALT CONCRETE
a. 18" SUMP II - 12" THICK, 1"-0" CRUSHED ROCK �ONTgN9
1-III-III-III-III-III=111�11=III=III=III=III=III=III=III=III=III=III=III=III= TRENCH WIDTH-O.D. LEVELING COURSE
JII III III-III=III III=III illl III III=I III'I-1 III III=III III-III=III=III=114. OF PIPE PLUS 2' - _ teas G.
-III ,IIL ITi� - =1i1=1u
COMPACTED SUBGRADE MIN. TRENCH WIDTH=3.5 - BA EHICOU SE 0 UNCRUSHED "eUoers ae
TYPE I PIPE BEDDING PLACED
I 8" BASE IN 6" MAX. LAYERS AND COMPACTED `
NOTES: �-6" AS SPECIFIED IN MPWSS r�i����r�IIr��l i Si Af�`�
1. CONCRETE SHALL BE CLASS M-4000. 5. 1/2" EXPANSION JOINT MATERIAL SHALL BE COMPACTED SUBGRADE
PLACED AT ALL P.C.S., P.T.S., CURB RETURNS *SEE OSHA CONSTRUCTION STANDARDS FOR EXCAVATION
2. SUBGRADE OR BASE COURSE COMPACTION SHALL AND AT NOT MORE THAN 300' INTERVALS. THE PARKING LOT AND ACCESS ROADS DRAWN BY: CGB
CONFORM TO SECTION 02234 (MPWSS) EXPANSION MATERIAL SHALL EXTEND THROUGH (2�DETAIL REVIEWED BY: BILE3. CRUSHED BASE SHALL MEET THE REQUIREMENTS OF THE FULL DEPTH OF THE CURB AND GUTTER. CURB INLET ��DETAIL 4" ASPHALT CONCRETE
SECTION 02235 (MPWSS) C'2.0 PROJECT ENGINEER:CGB
�JTYPICALTRENCHDETAIL 6" THICK, 1"-0" CRUSHED ROCK
4. CONTRACTION JOINTS SHALL BE PLACED AT 10' N.T.S. LEVELING COURSE DESIGNED BY:CGB
INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3/4" AND 15" THICK, 4"-0 UNCRUSHED
MINIMUM WIDTH OF 1/8". INLAND FOUNDRY 700-75 BELL - - BASE COURSE
TOOLED JOINT (1" DEEP) GRATE ASTM CLASS 30 GRAY
CONCRETE SIDEWALK AND IRON, OR APPROVED EQUAL II=1-1T�ITiIIm"'i�'�=III Ir
(_I-)DETAIL 4" THICK P.C.C. 1/4 CURB BROOM FINISH
ENSURE POSITIVE COMPACTED SUBGRADE
C- INTEGRAL CONCRETE CURB&GUTTER SEE SITE PLAN SIDEWALK 4' DRAINAGE INTO DRAIN
N.T.S.
24" DIA. REINFORCED PUBLIC STREET
CONCRETE PIPE (LANTERN &S 21ST)
MANUFACTURED TO NOTES:
3" COMPACTED CRUSHED ASTM C-76 CLASS III
ROCK BASE 3" COMPACTED --24"_ 1. PAVEMENT SECTIONS SHALL CONSTRUCTED PER MONTANA
CRUSHED DIA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS) AND P
ROCK BASE GEOTECHNICAL REPORT. �1
COMPACTED SUBGRADE COMPACTED SUBGRADE �j
2. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 97%
-III-I-II-II-III-uI- - NOTE; VARIES OF MARSHALL BULK DENSITY. !�1 b
REFER TO LANDSCAPE PLAN(A-002)FOR JOINT LAYOUT 3. SUB-BASE, BASE COURSE& SUBGRADE SHALL BE COMPACTED TO
12" SUM DRAIN PIPE. SEE 95%PER ASTM D-698.
III, III II III II
NOTE: SIGN WORDING TO GRADING PLAN FOR
RESERVED PARKING SIGN RESERVED NOTES: TOOLED CONTROL JOINT DETAIL `III-ITI-ITI-11 =Ii-ITI PIPe SIZE AND SLOPE 4. PAVEMENT SECTION FOR UNSTABLE OR NON COMPACTABLE
CONFORM TO CURRENT WITH VAN ACCESSIBLE '=III-III-III -I.III.
PARKING SIGN '-III-III-II-__ - - - - -.I.I.III=� SUBGRADE - SEE GEOECTHNICAL REPORT.
CITY OF BOZEMAN STD SIGN 1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 4" MIN. '�=III-III=III-III-III=III=III=III=III=III=III=III=1�- 1 W
"=III=III=III=III=III=III=III=III=III=III=III=11` Ib IN
2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND BUILDINGS AS �-III-III-III-III-III-III I-III-III=1T�-- 7T �y O
SHOWN ON GRADING PLAN. MAXIMUM CROSS SLOPE- 2% 'TI-III-IILIILIILIII�I,p-ITL�. H DETAM
RESERVED 3. CONCRETE SHALL BE 4,000 PSI ®28 DAYS. COMPACTED CSA TYPICAL PAVEMENT SECTION
4. CONTRACTION JOINTS SHALL BE PLACED AT 5' INTERVALS SUBGARDE NTS
PARKING SIGN 5. EXPANSION JOINT MATERIAL SHALL BE PLACED AT 50' INTERVALS 7 DETAEL
t 6DETAIL � 24-INCH I.D.MANHOLE
F ACCESS ISLE / \�J CONCRETE SIDEWALK NTS 2
N.T.S.
PERMIT REQUIRED 4" WIDE STRIPE 4" PAINTED
PAINTED SYMBOL STRIPED DETECTABLE GRATE: HOT DIPPED GALV.
;too FINE o (TYP)-2 COATS - 21 ADS
WARNING
(2 COATS) 2" X 3/8" STEEL FLAT BAR
SURFACE N Z 0 4" O.C. W/3" X 2" X 1/4" SD PIPE
VAN-ACCESSIBLE ANGLE AND STAINLESS ANCHORS.
lillDETECTABLE 3 RIM 4948.8
WARNING
SURFACE 12' 7 k1
VAN �d
ACCESSIBLE �8' 8' L8' 8'� 5„ N
SIGN RIM 4953.0
NOTES: 12 ryk W
6'-6" d1 k k NOTE: TOP VIEW ItV (7r
1.SEE SITE PLAN FOR ACTUAL CONFIGURATION. WINGS AT 18" FOR RAMPS IN /tVl 00
2.VAN-ACCESSIBLE SPACE SHALL HAVE AN ADDITIONAL
MIN ry�Q LINE WITH SIDEWALK, 6' FOR Yi n
SIGN MOUNTED BELOW THE STANDARD SPACE PARKING SIGN. 5' RAMPS IN LINE WITH WALK A
3.MAXIMUM 2%CROSS SLOPE ALLOWED IN PARKING SPACE
MIN. 1� Ln
AND ACCESS AISLE.
SD" ADS d,d
PARALLEL RAMP ON TANGENT
pq
21 PIPE
S DETAIL PARALLEL RAMP ON TANGENT I I _ a � �
�VARIES-7 SD PIPE
L_ o N
CZA TYPICAL HANDICAP STALL&SIGNAGE j N V 4949.3 p (z1 N
NTS NO LIP
VARIES RIM 4948.34 z00
Q �p
R-TANK UNDERGROUND ® V
NO LIP - •-.- STORMWATER DETENTION FACILITY N ^
BOTTOM SLAB AND WALLS ARE MONOLITHIC BUILT TO - b H
ASTM C-478 SPECIFICATION ALL LIFTING EYES IN 2,297 SINGLE+MINI HD MODULES
MIN. 3" OF 1" FOOTPRINT AREA: 7,067 SF
EACH SECTION MUST BE USED OVERSIZED OPENINGS
SECTION THROUGH RAMP CRUSHED ROCK O.D. + 2 BOTTOM OF MODULE: 4949.33 O+
BASE
FOR PIPE - " CONTRACTOR TO GROUT - � 00
TOP OF MODULE: 4951.5
2% � ANNULAR SPACE REINFORCEMENT#4 REBAR ®12"
MIN. 3" OF 1" NOTES: 6" SLAB CENTER TO CENTER EACH WAY AND CENTERED IN
SECTION THROUGH RAMP CRUSHED ROCK 18" WALL CONTRACTOR TO TRIM PIPE ENDS TO MATCH i
BASE 1.TEXTURE TO MEET LOCAL CODE INSIDE OF STRUCTURE - SHEET
2.ALL RAMPS AND ACCESSWAYS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT(ADA). (:j:) ('DETAIL `-'2•®
9 DETAIL cao 24"z36A AREA DRAIN(OVERFLOW STRUCTURE) NEXUS Posrr
M ADAACCESSIBILITYRAMP WITH FABRICATED STEEL GALVANIZED GRATE, NTS CIVIL DETAILS
o PROJECT:18-127
S DATE:06/19/19