HomeMy WebLinkAboutTED4001812.283/8" EXPANSION
JOINTS
SEE NOTE 2
3/8" EXPANSION
JOINTS
SEE NOTE 2
DRIVEWAY OR ALLEY
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SEE NOTE I
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ALTERNATE 2 �� `'2s•
10"
WHEN SIDEWALK IS NEXT TO CURB
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SIDEWALK
NOTE,
1. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL
NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL EXTEND 2-1/,4" DEEP.
2. 1/2" THRU JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) OF APPROACH,
3. CEMENT CONCRETE SHALL BE CLASS 3000 AIR ENTRAINED
4. ALL JOINTS SHALL BE CLEANED AND EDGED,
5. APPROACH SHALL NOT BE POURED INTEGRAL WITH CURB AND GUTTER, BLT MAY BE POURED
INTEGRAL WITH STANDARD CURB (SEE DETAIL "A").
6. SUBGRADE COMPACTION SHALL BE 95% MODIFIED PROCTOR.
CONCRETE DRIVEWAY APRON
OVER 6'-0" - --OVER 6'--0" 2"� EXTRA S1kUrli;
TO 7'-9" MAX. TU 7'-9" MAX. SIELL PIPE POSTS
2" 0 SI D. STEEL FIRE_ POSTS
MAX. - —6'-0" MAX.---
I-
2" 0 STD STEEL PIP WELDED JOINTS
1'-91, I I
1-112" A STD, STEEL PIPE
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SEE DETAIL A
1'-0" MIN. C.V.
VIDTHI AS SPECIFIED
11 FEE
t
8"
CUMPACTED SUBGRADE —
SECTION A -A
SCORE LINE
DETAIL A
APPROACH WITH
MONOLITHIC CURB
SEE NOTE 5
EXPANSION JOINTS
SEE NOTE 2
10" T
CURB AND GUTTER
SHOWN HOWEVER,
OTHER CURBS MAY
BE USED (SEE
STANDARD PLANS)
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6" RESIDENTIAL
10" COMMERCIAL OR
INDUSTRIAL
SEE DETAIL "A"
SECTION A -A
NC1ES!
1. RAILING SHALL 3E HOT DIP GALVANIZED
AFTER FABRICAI ION.
2. ALL POSTS SHA!_L BE PLUMB AND RAILS
PARALLEL TU GRADE.
3. PIPE MATERIAL SHALL CONFORM TO ASTM A53,
4. REINFORCING S I -EL AS1 M A615, GRADE 60.
CUL D JU1I1 I" WI IEIJ 11011
GUNS I RUC I Ell IN 1 EGRAL WITI1 C.W.
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U BAR Al- EACH
GRUUT -� PUS 1 --SEE DE _IAIL B
I"
4" DIA.
I' 16 GA. GAL V
S FELL Sl_EEVL
4' 4'
FEC�UL r-IIr�EI?AI_EAD
UR EPUXY GRUUT
IDE1-A1L A
PIPE HAND RAILING
,. 3'- 0"
-.-�•
+
3"R
DETAIL B
NUT E:
I. T1)►s debris barrier is for, use outside roadways on pipes
36' dia, and srlaller. See F-ig�,n-e hot- debris
barriers on pipes pro jectilfg frorl driveway or
roadway sideslopes.
2. All steel parts must be galvanized and asphalt
coated (Tr -ea trien-t 1 or bet -ter).
3. CPEP-srloo tli in-ter-ior-, pipe requires bol-ts to secure
debris barer,ier- to pipe,
PLAT VIEW
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PIPE c0ur'LIIIC, Sf PUT* WELD BARS TLI
CLIP UR Cf'EP - Al r_EAS I 2 CURREGA LIONS
SMUU 111 IH f ERIUR UP METAL P1FE C I YP>
BOLT lU CFEP SMUUTII
IN I ERIUR, PIPE,
TRASHRACK (DEBRIS BARRIER)
CAST IBOn BELL CRATE
COnCMTE PIPE SECTIOH
1 4" M111. COMChETE. CLA55 b
1E I RIC
-� 4" MQX. (TYr)
NOTES'
1. Area Inlets to be constructed from concrete pipe,
in accordance with AS'1M C 14 unless otherwise shown
on the plans or noted in the Standard Specifications.
2. Cutout Dole size is equal to outlet pipe outside
diameter plus area inlet wall thickness.
3. Connection to outlet pipe to be mortared and
mode flush with inside of the area inlet wall.
4. Cost iron bell grate shall meet the strength requirements
of Federal Specification RR-F-621D. The grate shall have
slots (holes) that constitute 50/ open area for drainage.
Inlet bell surface shall be finished to assure non -rocking
tit with any cover position.
TABLE 1
OUTLET DIA.
INLET DIA. (D)
8"
Ib"
IZ"
Z4 "
cLFvnTIOv vIcw YAK DRAIN (AREA INLET)
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92-11
PROJECT NO.
LEL
DRAWN BY
11-22-93
ISSUE DATE
SHEET REVISION
00
00
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CIVIL ENGINEERING AND
PLANNING CONSULTANTS
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