HomeMy WebLinkAbout006 Sht C3.0-Civil Details Q ,
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5.4" (0.45')
24" 'm
9" z
DEPRESS CURB TO THIS LINE
2" FOR CURB DROP. nCUR
JOINT(1" DEEP) o
6" THICK, M-4,000 PSI REINFORCED RETE SIDEWALK AND
4" TOPSOILa 3"R SPILL CURB PORTLAND CEMENT CONCRETE. #4 1/4 BROOM FINISH
CATCH CURB 4.5" ®18" O.C. EACH WAY 4" THICK P.C.C.
L(TYP.) �( 4 R SEE SITE PLAN SIDEWALK 4"
S = 3/4":1' - - 6" THICK, 1 1/2" CRUSHED
+/r aoPe 1.5" ROCK BASE COURSE IN
12•' IIIII a a ACCORDANCE W/MPW 2235
6' " 2"T a z
ill III ROC BASE
CRUSHED3" COMPACTED
7.5 9" THICK, 6" MINUS
�9" - a.as a UNCRUSHED SUB BASE ,
CRUSHED
a COURSEIN ACCORDANCE ROCK BASE
W/MPW 2234 - - - COMPACTED SUBGRADE \\
=11 d O O O O -III - III III-III III III III III III-1 `COMPACTED SUBGRADE
=1 =1 -1 1 1 =1 =1 11=1 I=1 I I=1 I k-TI�I III III III I I I
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O O O O O O O O O O O O O O � 1LI��=1J1 1L 1L � Jll I I
CRUSHED GRAVEL .,000000000000000000000000000000 OMPACTED SUBGRADE -ul-ul-nl-lu-ul-nl-Ili-I - NOTE;
BASE - 3" MIN. O O O O n O O O O O O O O O O O O O O O O O O O O O O / VDETAIL REFER TO LANDSCAPE PLAN(A-002)FOR JOINT LAYOUT
z
-0 REINFORCED CONCRETE SLAB TOOLED CONTROL JOINT DETAIL
SUB BASE COURSE __ _ NOTES,
AS REQUIRED '' --_ --- - 1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 4" MIN.
- - - - - - - - - - - 2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND BUILDINGS AS AD
SHOWN ON GRADING PLAN. MAXIMUM CROSS SLOPE- 2%
COMPACTED SUBGRADE 'Il iIII 3. CONCRETE SHALL BE 4,000 PSI ®28 DAYS.4. CONTRACTION JOINTS SHALL BE PLACED AT 5' INTERVALS NOTES: 3" ASPHALT CONCRETE5. EXPANSION JOINT MATERIAL SHALL BE PLACED AT 50' INTERVALS 6" THICK, 1"-MINUS1. SUBGRADE AND SUB BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02234 (MPWSS) CRUSHEDROCK LEVELING COURSE 4 DETAIL.
2. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3/4" --- -- -- -- 12" THICK, 6"-MINUS UNCRUSHED C3A CONCRETE SIDEWALK
AND MINIMUM WIDTH OF 1/8". ASE COURSE-PIT RUN N.T.S.
IN ACCORDANCE W/MPW 2234 DRAWN BY: CGB
3. 1 2" EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S, P.T.S, CURB RETURNS AND AT NOT =III=III=III=III=III=III=II=III=11
/ TI-lil=lil-lil-ITI-iii=iu ITI=ITI=ii OVER SILT/CLAY SUBGRADE ADD REVIEWED BY: DAD
MORE THAN 300' INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE WOVEN GEOTEXTILE FABRIC PROJECT ENGINEER:CGB
CURB AND GUTTER. MIRAFI 60OX OR APPROVED EQUAL
4. CONCRETE SHALL BE CLASS M-4000.
SEE NOTE 5 BELOW FOR UNSTABLE SUBGRADE CORA BIKE RACK DESIGNED BY:CGB
NOTES: OMPACTED SUBGRADE DOUBLE LOADED
5. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (MPWSS). OWNER TO SELECT COLOR
1. CONTRACTOR SHALL REVIEW GEOTECHNICAL REPORT AND CONFORM TO ALL
REQUIREMENTS OUTLINED IN REPORT.
2. PAVEMENT SECTIONS SHALL BE CONSTRUCTED PER MONTANA PUBLIC WORKS 34" 4" THICK CONCRETE SLAB
DETAIL STANDARD SPECIFICATIONS (MPWSS) UNLESS OTHERWISE STATED. (M-4,000 PSI) SET ON 3"
(7A INTEGRAL CONCRETE CURB&GUTTER 3. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 95%OF COMPACTED CRUSHED
ROCK BASE.
C.O.B. STD. DWG. N0. 02528-1 N.T.S. MARSHALL LABORATORY DENSITY. GRADE
4. BASE COURSE & SUBGRADE SHALL BE COMPACTED TO 95%PER ASTM a'
D-698.
5. FOR UNSTABLE SUBGRADE, SUBGRADE TO BE DRIED OUT OR SUBGRADE ® I�
GRAVEL SECTION THICKENED PER GEOTECH ENGINEER RECOMEMNDATION. �1 cn Ln
b u
s DETAEL s DETAIL O
cso TYPICAL ON-SITE PAVEMENT SECTION(PRIVATE) c3 o CORA BIKE RACK
RESERVED PARKING SIGN N.T.S. N.T.S.
WITH VAN ACCESSIBLE
SIGN �y
ADA ACCESSIBILITY
AMP. y U O
GRASSED SLOPE N
a VINYL LANDSCAPE PROPOSED
p EDGING (TYR) FINISH
S=l:12 rn RESERVED FINISH GRADE. TOP SURFACE\
NOTE: SIGN WORDING TO _N
4 OF ROCK - SEE - I- \\
....................... PARKING CONFORM TO CURRENT � GRADING PLAN - - = 1=III=111111111111111I =" -CITY OF BOZEMAN STDS. _ w_ ll1 ll - - =III III III-III III -I l i
I11� -=111 111 III -III I- VARIES =11I -III
DETECTABLE SIGN II III -III III =III II_ -III III III =III III III=III III =
WARNING 1=III III III-III III I_I11=1I -III III =III =III =1'
SURFACE 30' - ��� �- III III =11 P -I I1=1I III -III III III =1I III III-III I1=1
'WA- III�II III II III II III�IH11�11- � ���' -III III HII III II II II IH i' SLOPING, BENCHING OR
ACCESS -III III =III III III -III-_ =III III =III III III -III III III-111- SUPPORT SYSTEMS IN
-III III III III-III III III III III -III III - -' TYPE "A" THIS AREA TO
AISLE III IIIIII 1j- 1j 1j- - - III-III III III-III III III III- I- TRENCH BACKFILL
PERMIT REQUIRED 11 III III -III 1E III-II II II III-III III CONFORM TO+OSHA
-I'T FINE 1111111111111111111 11111 111111111 1 Illllllll li'I REGULATIONS
z VAN ACCESSIBLE -
4" WIDE STRIPE 111= II- VARIES i_ IIHII III III III III �- --
PAINTED SYMBOL 4" PAINTED SIGN AS REQUIRED I��II III�II I _ - III ll III III III III III- NATIVE MATERIAL f
°D �( )-2 COATS STRIPED III III III _ IIHII III III lll III j "`
VAN-ACCESSIBLE -III II -111 III III_III-III=11 D DING
(2 COATS) 2" SQUARE PERFORATED = _ _ - - _ _ = 6" CT TYPE-a' '
TUBE POST )� -� MATERIAL LAYERS
ADD 1-4
/�Sj - - ,-- - - IN 6" LAYERS AN
- o 4 -------- COMPACTED M
SPECIFIED IN MPWSS
o 0 0
�STALL
EXT'G NATIVE I- - TYPE PIPE BEDDING
GRAVELS �� _ PLACED IN 6"MAX. LAYERS 1� �
= AND COMPACTED AS �-1
SPECIFIED IN MPWSS
I I IA. FREE DRAINING o0
I I 8 OZ. FILTER FABRIC. ROUND ROCK FROM FINISH GRADE TO �- y kj O + _
I I 2' OVERLAP 24" BELOW EXT'G GRAVEL LAYER. TRENCH WIDTH-O.D. l
I I ENGINEER SHALL BE ON-SITE DURING COMPACTED I-4
NOTES: I I EXCAVATION TO VERIFY FREE DRAINING OF PIPE PLUS 2' SUBGRADE yty N
II GRAVEL MATERIAL DEPTH. MIN. TRENCH WIDTH=3.5' I�1
1.SEE SITE PLAN FOR ACTUAL CONFIGURATION. I I CONCRETE PIPE BASE
2.VAN-ACCESSIBLE SPACE SHALL HAVE AN II SLOPE FOR DRAINAGE �q
ADDITIONAL SIGN MOUNTED BELOW THE A ® H 00
00
STANDARD SPACE PARKING SIGN. I
3.MAXIMUM 2%CROSS SLOPE ALLOWED IN ALL SLEEVES AND SIGN I I *SEE OSHA CONSTRUCTION STANDARDS FOR EXCAVATION
PARKING SPACE AND ACCESS AISLE. POSTS SHALL BE I I
00
INSTALLED PLUMB. DETAIL s DETAIL
I I 30" cao STORM WATER INFILTRATION TRENCH DETAIL
1'-6" DIA. I I a TYPICAL TRENCH DETAIL
6 DETAIL CONCRETE BASE i i N.T.S.
N.T.S.
SHEET
cao ADA PARKING,SIGNAGE AND STRIPING 3 C3.0
N.T.S.
3"
-12"- TIDAL WAVE
CIVIL DETAILS
PROJECT:21-105
DATE:08/25/21