HomeMy WebLinkAboutC2.0 - Civil Details Rev 1 01-20-20 0
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INLET CASTING
D&L 1-3517 PROPOSED m
P4" OR APPROVED EQUAL TACTILE SURFACE \ FINISH Z m
•5" 5/8" SMOOTH ROD z SURFACE\ 3
2" CENTERED IN OPENING 1� a
SLOPE GUTTER PAN TO MATCH o
PROPOSED ASPHALT GRADES ADJUSTING RINGS
" TOPSOILS 3"R AS REQUIRED
4 =1�1-II
L(NP.) 4"R1.5" 31 4"TO V SLOPE 45" � F
118' 18'} _IIIIIIIIIIII �6 ���(
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SLOPING, BENCHING OR
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12" III ° ° a a �" 6' 4' MIN. 6' '1�_n� SUPPORT SYSTEMS IN THIS
III- a a TYPE "A" ,J U(v`LJ U z
II IT 6 24" TRENCH BACKFILL p p AREA TO CONFORM TO OSHA o
III a REGULATIONS*
SPILL CURB 7.5" NOTE: D w
III III aa� a o WINGS AT 18" FOR RAMPS IN LINE WITH
III- w SIDEWALK, 6' FOR RAMPS IN LINE WITH WALK
O O O O BLOCK OUT FOR g a
O O O O O O O O 0-0-0-0-0-0 PIPING. SEE cr
O O O O O O O O O O O O O O O CRUSHED GRAVEL GRADING PLAN FOR w
0000000000000000000000000000000 a VARIES 4 O ~\SELECT TYPE I BEDDING MATERIAL PLACED
O O O O O O O O O O O O O O O O 1
7
BASE - 3" MIN. ACTUAL PIPE
LOCATIONS IN 6" LAYERS AND COMPACTED
SUB-BASE COURSE -` AS SPECIFIED IN MPWSS z
_ AS REQUIRED
-`TYPE I PIPE BEDDING PLACED IN 6"
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>, 18" SUMP MAX. LAYERS AND COMPACTED AS
-III III III_III�II III III-III II =III III III III III III-III- ii SPECIFIED IN MPWSS
I� III III=11 11 11111111111111111111111111111111 III III 111 l l 11 III=I 1 I O N T A Nq
- -� - - COMPACTED SUBGRADE 4°
I MIN. 3" OF 1" CRUSHED TRENCH WIDTH=O.D.�\IN
TYPE PIPE BEDDING PLACED refs G.
I.-6" 6" BASE SECTION THROUGH RAMP ROCK BASE 6" MAX. LAYERS AND COMPACTED
NOTES: OF PIPE PLUS 2' AS SPECIFIED IN MPWSS n"eUoau ae
MIN. TRENCH WIDTH=3.5'
1. CONCRETE SHALL BE CLASS M-4000. 5. 1/2" EXPANSION JOINT MATERIAL SHALL BE �'�EAsEO
PLACED AT ALL P.C.S., P.T.S., CURB RETURNS NOTES:
2. SUBGRADE OR BASE COURSE COMPACTION SHALL AND AT NOT MORE THAN 300' INTERVALS. THE 1.TRUNCATED DOME PANELS PER CITY OF BOZEMAN STDS
CONFORM TO SECTION 02234 (MPWSS) EXPANSION MATERIAL SHALL EXTEND THROUGH 2 DETAIL 2.ALL RAMPS AND ACCESS WAYS SHALL CONFORM TO THE
3. CRUSHED BASE SHALL MEET THE REQUIREMENTS OF C2.0
THE FULL DEPTH OF THE CURB AND GUTTER. CURB INLET AMERICANS WITH DISABILITIES ACT(ADA). *SEE OSHA CONSTRUCTION STANDARDS FOR EXCAVATION DRAWN BY: CGB
SECTION 02235 (MPWSS) REVIEWED BY: BLB
4. CONTRACTION JOINTS SHALL BE PLACED AT 10' 4�DETAIL PROJECT ENGINEER:CGB
INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3/4" AND DESIGNED BY: CGB
MINIMUM WIDTH OF 1/8". rf�DETAIL MV TYPICAL TRENCH DETAM
0 HANDICAP RAMP N.T.S.
N.T.S.
DETAIL EJIW g3772-7" FRAME
CaA INTEGRAL CONCRETE CURB&GUTTER AND GRATE. CENTERED
N.T.S. RESERVED PARKING SIGN RESERVED RESERVED IN TOP
WITH VAN ACCESSIBLE PARKING SIGN PARKING SIGN
SIGN RIM ELEVATION
ADJUSTABLE RING
NOTE: SIGN WORDING TO 2' MIN, 12" MAX
CONFORM TO CURRENT
CITY OF BOZEMAN STDS.
FLATTOP 41
MANHOLE
RESERVED
PARKING PRECAST REINFORCED q�
SIGN CONCRETE MANHOLE RISER h�+i
30• AND COVER MANUFACTURED
VEGETATED AREA NON WOVEN 48• IN ACCORDANCE WITH ASTM 7�
GEOTEXTILE FABRIC ACCESS DESIGNATION C-478.
AISLE Id
_ BLOCK OUT FOR _
Z 4" WIDE STRIPE PIPING. SEE GRADING
PERMIT REQUIRED PAINTED SYMBOL 4" PAINTED PLAN FOR ACTUAL
" WASHED ROCK �TYP)-2 COATS STRIPED
$100 FINE
CONSOLIDATED (2 COATS) PIPE LOCATIONS
COMPACTED
\ 2' MIN VAN-ACCESSIBLE C
18" SUMP
6' MIN
VAN
11' MAX SIGN ACCESSIBLE �8 � �8 6" PRE-CAST
8' 8' 8'
CONCRETE BASE
3' NOTES: NOTE: ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLE
INNVERT RING & TOP SECTION, AND AROUND SEWER PIPE INTO
LET 1.SEE SITE PLAN FOR ACTUAL CONFIGURATION. MANHOLE SHALL BE WATER-TIGHT. JOINTING MATERIAL
I
OUTLET 2. VAN-ACCESSIBLE SPACE SHALL HAVE AN ADDITIONAL SHALL BE "RAM-NEK" OR EQUAL FOR ALL JOINTS EXCEPT
INVERT SIGN MOUNTED BELOW THE STANDARD SPACE PARKING SIGN. BETWEEN SEWER PIPE AND MANHOLE WALL.
3.MAXIMUM 2%CROSS SLOPE ALLOWED IN PARKING SPACE
AND ACCESS AISLE.
6" MIN DETAIL o
DETAIL C2o as^DIA FLAT TOP MANHOLE
CZA TYPICAL HANDICAP STALL&SIGNAGE N.T.S.
" WASHED ROCK aTo
CONSOLIDATED NTS F+I
00
COMPACTED SUBGRADE STORMTANK MODULES 1' MIN
NOTE: p Iq
1. ALL JOINTS BETWEEN SEWER PIPE AND LINER SHALL BE SLOPE BOTTOM TO 17'I
WATER-TIGHT. NORTH END 0 0.5% (05
2. EXCAVATE TO PERMEABLE SUBGRADE _ O
3. SUBGRADE TO BE INSPECTED BY GEOTECHNICAL 4 4
1 0 ® �y 0
ENGINEER PRIOR TO PLACEMENT OF WASHED ROCK. 1 TUT
kn
4. OBSERVATION PORTS TO BE INSTALLED PER 4:1 MAX b (~
MANUFACTURER'S RECOMMENDATIONS o
SLOPE (TYR) {� ...
DETA "IL
DETAIL cao RETENTION BASIN CROSS SECTION r
N.T.S.
czo STORMTANK DETAIL
SHEET
(f ift—phase-for reference only)
C2.®
N.T.s.
T&C FOODS
CIVIL DETAILS
PROJECT:18-121
i
DATE:04-30-19