HomeMy WebLinkAboutSDP200200007 Plan - Approvedit
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FRANK D. COIX, J,[�.
THE COX COMF'^N"K
Platincrig Civil Engineers
Landscape Architects
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NOV-EI\4L3EEI,-- 10, 9999 (COUNT-Y- PaVIEEW)
.J^NUAP,-K 0, 20001 (COUNTY FINAL)
Minor Amend men C:
-J,ANUAP-'Y' 18, 2002
SHEET
INDEX
■
0.00
Cover
■
1.00
Phasing flan
■
2.00
51tc Man
■
3.00
Sanitary Profile & Detail
■
4.00
Erosion & 5odiment Control Flan
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THE COX COMPANY
Planners CMl Engineers
Landscape Architects
220 East Hlgh Street
Chadottesullle Wry/n/a
22902 (004)295 701
PHASING
PLAN I
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Job No.:
99 -10
j FRANK D. COX, JR
CEKTIFICATE N0.
0 7719
3Sl0NAL ECG\
Date:
January 18.2001
Revision:
Scale: North:
I"=20' &�
Sheet Title:
Phasing Plan
Sheet No:
1.00 of 4
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FRAME & COVER
(SEE FIG. S— I —D,E)
SLOPED AREA --*'
"WEDG —LOK" TYPE
RUBBER COATED STEEL
STEPS OR APPROVED
EQUAL CAST IN PLACE —\
PRECAST REINFORCED
CONCRETE SECTIONS
"0" RING SEALS
MINIMUM ELEVATION
DIFFERENCE ACROSS M.H. 55""
FROM INLET TO OUTLET
SHALL BE 0.20 FEET.
DEPTH OF FLOW CONCRETE —,
CHANNEL TO BE FILLETS
3/4 DIAMETER OF -
CONTRIBUTING ~- -- -
SEWER. I
A FILLETED INVERT FOR A SMOOTH I
TRANSITION OF FLOW BETWEEN
INLET & OUTLET PIPE SHALL BE
PROVIDED.
STREET SURFACE OR
NON —PAVED AREA
1' -0" MAX
2'—
�I
9
3' -0" MIN
•7
,'; MIN \
t-16 MAX
4'—O
5'
CAST —IN —PLACE
BOOT
,►091ra
.4
VARIES
n
—MIN. 6" BEDDING
W/ NO. 68 STONE
WATERTIGHT COUPLING
OR SLEEVE (TYP.)
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE
EXTENDED OR NON— EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT.
4. CONTRACTOR MUST HAVE ADEQUATE EQUIPMENT TO PUMP AROUND EXISITNG
LINE WHILE MANHOLE IS CUT IN.
CUT -IN MANHOLE SECTION
SHOWING BRANCH TIE -IN
N TS
Profile
Le
SANITARY SEWER TO HA VE A MINIMUM OF Y OF COVER
�Ar ®a
THE COX COMPANY
Planner 5 Civil Engineers
1-and5cape Archiiect5
220 East High Street
Char1otte5vNle Wryinia
22902 (804)295 7131
W a PA VW
PROFILE
Job No.:
99 -10
�O
FRANK D. R. COX
.J
CERTIFICATE NO.
2119 "1)
A
Date:
January 1,5,200f
Rcvieion:
Scale: North:
Hom: 1 "= 50'
Vert.., 1 5'
Sheet Title:
Sewer Profile & Onail
Sheet No.:
3.00 of 4
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SANITARY SEWER TO HA VE A MINIMUM OF Y OF COVER
�Ar ®a
THE COX COMPANY
Planner 5 Civil Engineers
1-and5cape Archiiect5
220 East High Street
Char1otte5vNle Wryinia
22902 (804)295 7131
W a PA VW
PROFILE
Job No.:
99 -10
�O
FRANK D. R. COX
.J
CERTIFICATE NO.
2119 "1)
A
Date:
January 1,5,200f
Rcvieion:
Scale: North:
Hom: 1 "= 50'
Vert.., 1 5'
Sheet Title:
Sewer Profile & Onail
Sheet No.:
3.00 of 4