HomeMy WebLinkAboutSht C2.0 - Civil Site Details 01-28-20 a
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RESERVED PARKING }
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5.4" (0.45') SIGN STORM SEWER PIPE. 3
24" ADA ACCESSIBILITY RAMP. SEE CIVIL DESIGN FOR o
9„ SEE DETAIL 7 SHEET C2.0 X 5" SMOOTH ROD SIZE AND ALIGNMENT
DEPRESS CURB TO THIS LINE RESERVED PARKING SIGN CENTERED IN OPENING
2" FOR CURB DROP. WITH VAN ACCESSIBLE 6" WALLS
�f SIGN INLET CASTING
NEENAH R-3067, EJIW 7030,
4„ TOPSOIL 3"R SPILL CURB
DEFTER 2047E OR D&L I-3517
(TYP•) �l 4"R CATCH CURB 4.5" N RESERVED
1:1 II 1:12 GRADE RING(S) z
S = 3/4":1' + PARKING NOTE: SIGN WORDING TO o
+/z'sl.ocE 1.5" _ �� CONFORM TO CURRENT
CITY OF BOZEMAN STDS.
6" DETECTABLE SIGN MAX.
#4 BARS
7.5" WARNING / CENTERS MAX. � 36"
SURFACE "" - SPACED EQUALLY 24"
ACCESS
_ AISLE
PERMIT REQUIRED
CRUSHED GRAVEL �� ,` '�, ', z 4" WIDE STRIPE floo FINE VANACCESSIBLE z
BASE - 3" MIN. � � � - � PAINTED SYMBOL 4" PAINTED SIGN AS REQUIRED CONTRACTOR TO
GROUT OPENING.
(TYP)-2 COATS STRIPED VAN-ACCESSIBLE •9" SUMP
(2 COATS) 2" SQUARE PERFORATED � PIPE O.D.+3" �ONTgN
SUB BASE COURSE �' } '� -y '�-, TUBE POST 6" 9
AS REQUIRED ceais c.BUDESK
COMPACTED SUBGRADE
ADE
NOTES:
NOTES: �8'�5'-8'�8'� 6'-6" I I 1. PRECAST SECTIONS SHALL MEET OR EXCEED
1. SUBGRADE AND SUB BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02234 (MPWSS) II ASTM C-478.
II
DRAWN BY: CGB
2. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3/4' I I 2. WATERTIGHT JOINTS REQUIRED.
NOTES: I I
AND MINIMUM WIDTH OF 1/8". REVIEWED BY: DAD
II 3. REINFORCEMENT#4 ®12- CENTER TO CENTER
1.SEE SITE PLAN FOR ACTUAL CONFIGURATION. I I CONCRETE PIPE BASE EACH WAY CENTERED IN WALL PROJECT ENGINEER:CGB
3. 1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S, P.T.S, CURB RETURNS AND AT NOT SLOPE FOR DRAINAGE
MORE THAN 300' INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE 2.VAN-ACCESSIBLE SPACE SHALL HAVE AN II DESIGNED BY:CGB
CURB AND GUTTER. ADDITIONAL SIGN MOUNTED BELOW THE DETAIL
STANDARD SPACE PARKING SIGN. I
4. CONCRETE SHALL BE CLASS M-4000. i i CSA STANDARD SQUARE STORM DRAIN INLET
3.MAXIMUM 2%CROSS SLOPE ALLOWED IN
I I
5. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (MPWSS). PARKING SPACE AND ACCESS AISLE. I I
30"
V-6" DIA. t-
DETAM CONCRETE BASE I I 3" ASPHALT CONCRETE ►m
cxo INTEGRAL CONCRETE CURB&GUTTER I I C" THICK, 1--MINUS
L J CRUSHED ROCK LEVELING COURSE_-- _--
C.O.B. STD. DWG. N0. 02528-1 N.T.S. _ 9" THICK, 6"-MINUS UNCRUSHED I„„I
ASE COURSE-PIT RUN I�
3 ALL SLEEVES AND SIGN IN ACCORDANCE W/MPW 2234 rW cn
12" POSTS SHALL BE a
INSTALLED PLUMB. iillliiillliiillliiillliiilllliillllil Illilllliilll ii
SEE NOTE 5 BELOW FOR
K_2"�DETAIL UNSTABLE SUBGRADE A a F
cxo TYPICAL HANDICAP STALL&SIGNAGE
N.T.S. NOTES: OMPACTED SUBGRADE W
1. CONTRACTOR SHALL REVIEW GEOTECHNICAL REPORT AND
CONFORM TO ALL REQUIREMENTS OUTLINED IN REPORT.
2. PAVEMENT SECTIONS SHALL BE CONSTRUCTED PER MONTANA
PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS) UNLESS W LLI
OTHERWISE STATED. �n
N
3. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF a
95%OF MARSHALL LABORATORY DENSITY. v41 b V
4. BASE COURSE & SUBGRADE SHALL BE COMPACTED TO 95%PER W
DETECTABLE ASTM D-698. 1� U
WARNING 5. FOR UNSTABLE SUBGRADE ADD TENSAR TX 190L TRIAXIAL 4 t-
SURFACE a Z \\ GEOGRID TO 8 OZ. NON-WOVEN GEOTEXTILE FABRIC
\ 0
lo DETAII, �,
DETECTABLE \ p1 ON-SITE PAVEMENT SECTION
WARNING
SURFACE �I 18" 18'1~ N.T.S.
5„ 6' 4' MIN. 6'
12 ryM NOTE: TOOLED JOINT(1" DEEP)
W WINGS AT 18" FOR RAMPS IN CONCRETE SIDEWALK AND
LINE WITH SIDEWALK, 6' FOR CURB BROOM FINISH
MIN. RAMPS IN LINE WITH WALK 1/4"
5+/\ 4" THICK P.C.C. W �y
6 SEE SITE PLAN SIDEWALK 4'
MIN. PARALLEL RAMP ON TANGENT 1�1
W � �
VARIES-7A 'm
PARALLEL RAMP ON TANGENT v7
NO LIP 3" COMPACTED CRUSHED
CORA BIKE RACK ---- --- ROCK BASE 3" COMPACTED o�
DOUBLE LOADED �VARIES-7 ---- CRUSHED �+
OWNER TO SELECT COLOR COMPACTED SUBGRADE ROCK BASE Co
IIIII III III I� III �f COMPACTED SUBGRADE - N
NO LIP III III-III-III-III-III=III=III=1- a .p
-I I1=1I1=1I 1=1I 1=1 I1=1I1=1I 1=1 W
MIN. 3" OF 1" T=III=ITI=III=1Ti=1T1=Iil=III-lu- NOTE; O N O
34" 4" THICK CONCRETE SLAB - - SECTION THROUGH RAMP CRUSHED ROCK REFER TO LANDSCAPE PLAN(A-002)FOR JOINT LAYOUTBASE = 00
0 `p
(M-4,000 PSI) SET ON 3" ""-^"""
COMPACTED CRUSHED 2% TOOLED CONTROL JOINT DETAIL = b F ROCK BASE. MIN. 3" OF 1" NOTES:
SECTION THROUGH RAMP CRUSHED ROCK - �n
GRADE NOTES: 1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 4" MIN.
BASE
1.TEXTURE TO MEET LOCAL CODE 2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND BUILDINGS AS =
SHOWN ON GRADING PLAN. MAXIMUM CROSS SLOPE- 2% '- u
2. ALL RAMPS AND ACCESSWAYS SHALL CONFORM TO THE 3. CONCRETE SHALL BE 4,000 PSI 028 DAYS.AMERICANS WITH DISABILITIES ACT(ADA). 4. CONTRACTION JOINTS SHALL BE PLACED AT 5' INTERVALS
5. EXPANSION JOINT MATERIAL SHALL BE PLACED AT 50' INTERVALS = SHEET
DETAIL - C2•0
s DETAIL DETAIL m CONCRETE SIDEWALK FTarmExs nrT
C20 ADA ACCESSIBILITY RAMP N.T.S.CORA BIKE RACE CIVIL DETAILS
cx o
N.T.S.
PROJECT:17-128
a DATE:01/28/20