HomeMy WebLinkAbout0495.93.24C
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59
DESIRABLE RAMP SLOPE
MAXIMUM 1 1 /2 " /FT.
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i SUBGRADE COMPACTION
AGGREGATE BASE, 4" COURSE
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1–LAYER – 6 x 6, W2.9 x W2.9 W.W.F,
4) 4" CONCRETE, 4000 psi ® 28 DAYS
NOTE:
1. CONTRACTION JOINTS EVERY 5' -0" c /c, EXPANSION
JOINTS EVERY 25' -0" c/c
2• CONTRACTOR SHALL SUBMIT A MIX DESIGN FOR ENGINEERING
REVIEW AND RECEIVE APPROVAL PRIOR TO PAVING.
CONCRETE SIDEWALK DETAIL
NTS
PLACE EXPANSION JOINT AT BACK
.K LINE
PAVEMENT
VARIES
A
PLAN VIEW
RAMP I SIDEWALK
SECTION A -A
WIDTH OF RAMP (4' MIN.)
SECTION B -B
HANDICAP RAMP DETAIL
NTS
4"
VARIES
RECOMMENDED
_ —�_ —� ` -- D/2 OR
o
0 \ /2 OR
W -
N a FLOW LINE__J�
iH
T
SIDE VIEW
SPAN _ SPAN
6' W W 6'
END VIEW
ELLIPTICAL
856.8
EX. 24 "x36" CMP
±852.8
851.0
SPAN
RISE
W
I H
T
36"
24"
5' -0"
1 3' -6"
12"
ENDWALL #8.3 DETAIL
NTS
STANDARD NEENAH SOLID MANHOLE
GRATE AND CASTING, SEE SPECIFICATIONS.
6" MIN.
I I I I
43 "x64" PIPE ARCH
SECTION A -A
38 "x60" RCP
EX. 24 "x36" CMPl__\\, 11 11 11// -{II-EX. 24 "x36" CMP
II
36"1 (I 36" II
Fe 12'
A i A
I (i
38 "x60" RCP
43 "x64" PIPE ARCH
* PRECAST CONCRETE BOX TO BE
PLAN VIEW DESIGNED IN ACCORDANCE WITH
ASTM C -478 SPECIFICATIONS.
CONTRACTOR TO SUBMIT COMPLETE
SHOP DRAWINGS OF THE STRUCTURE
FOR REVIEW.
DETENTION OUTLET STRUCTURE #8,2
NTS
PROFILE
THE PIPE
D/2
FLOW LINE
2' -6"
W
CONCRETE PIPE
CIRCULAR
ENDWALL DETAIL
NTS
VAR
RISE
W
H
T
53"
34"
-- -- - -- 12"
( RISE /2
14"
•
43"
8' -0"
4' -4"
16"
E
ENDWALL DETAIL
NTS
VAR
RISE
W
H
T
53"
34"
-- -- - -- 12"
( RISE /2
14"
w
43"
8' -0"
4' -4"
16"
E
— — — — — — — FLOW
Ll
LINE =
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3:
0
SIDE VIEW
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GROUT AROUND
SPAN PIPE AT ENDWALL
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ENDWALL DETAIL
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SPAN
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53"
34"
5-11"
4' -0"
14"
64"
43"
8' -0"
4' -4"
16"
*CONTACT ARCHITECT TO
CONFIRM DIMENSION IN
FIELD PRIOR TO
CONSTRUCTION
*5' -O "t
EX. FND. WALL
BLIND FLANGE (FOR
1 EXTENSION BY FUTURE
0! CONTRACTOR)
I I FLOOR SLAB
(SEE ARCH, PLANS)
I
FLANGED PIPE
WATER SERVICE
FIRE PROTECTION
MAIN
RETAINER GLAND
MECH. JOINT PIPE
MECH. JOINT ELBOW
o,' e
PUSH -ON PIPE
2– SEGMENT BELL RING -� \�
SLAB PENETRATION DETAIL
FOR WATER ENTERING BUILDING
NTS
-- ° "� CONC THRUST
' BLOCK
NIPPLE SECTION
5/8" DIA, TENSION BOLTS
CLASS 1 CLASS 2
PAVEMENT BASE
r � i I - � � �( \x �\ x'`i 4k : x ,✓j l�y�, k x���SY x� ik'�'c �y '� hC
UNDERGROUND
�,
UTILITY INDOT SPEC�� ° `'
MARKING 12 903 –NO 53
TAPE MIN., APPROVED UNDERGROUND
EARTH EQUAL – 12" UTILITY
BACKFILL MIN. MARKING
--- TAPE
GRAVEL �>
BACKFILL`
LANDSCAPE AREAS PAVEMENT AREAS
NOTE: WARNING TAPE TO BE INSTALLED h
PER THE SPECIFICATIONS. c►`' DQ'eA��-,✓�
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TRENCH BACKFILL DETAIL s �°�
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