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EMERGENCY
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END SECTION 34 OVERFLOW 867.86
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_ 45' PROPOSED
yJ'
1/2 ROW - 1/2 R.O.W.
- - - - - - - - - - - - - - - - -
- - � - - •,s, i
NORTH PENNSYLVANIA STREET
LEGEND
EXISTING PROPOSED
X49 CONTOUR LINE
6
SPOT ELEVATION 7s3. OR 753.00
752.50
❑ STORM INLET •
0
STORM MANHOLE
A
0
SANITARY MANHOLE
CY
D
STORM STRUCTURE NUMBER
Fil
co
SANITARY STRUCTURE NUMBER
100
.13
STORM SEWER
1.0'.
CONCRETE END SECTION
DIMENSIONS
PIPE CONC. BASE DIA.
A
I B
I C
CY
D
E
F
12'
10"
12"
.13
1,9'
1.0'.
24"
15
12
15
.19
2.3
1.0
30
18'
15"
18"
.29
2,5'
1.2
30"
21
18
21
.40
2.8
1.4
36
24
21
24
.53
3.0
1.6
36
271
24
27
.68
3.3
1.7
42
30'
24
30
.85
3.5
1.9
42
33
30
33
1.04
3.8
2.0
42
36 7
33
36
1.24
4,0
2.1
48
42
36
42
1.60
4,_57_271
54
48
42
48"12.12
5.0
2.31
60
54
48
54
2.91
--575T-2-.61
66
TRASH SCREEN
3"x3" GRID FABRICATED
FROM #3 REBAR, WELD
ENDS TO PIPE AT CROSSIN
(o
SPILLWAY ELEV,
AS INDICATED
ON PLANS T
2" DIA, STONE
F
- - -4 00
, nr
MEIJER
STORES LP I'
F = DIA, TRASH COLLECTOR HOUSING.
4' -0„
CMP PERFORATED STAND PIPE WRAPPED W/
GEOTEXTILE FABRIC DIA, =DIA, OF OUTFLOW PIPE
WHERE INDICATED ON DRAWINGS
INAGE STRUCTURE TO BE INSTALLED
74 AFTER ALL DISTURBED AREAS
ARE STABILIZED, TEMPORARY STANDPIPE
TO BE REMOVED BEFORE CONSTRUCTION
1 I OF DRAINAGE STRUCTURE.
/- OUTFLOW PIPE
. --- - - - - -T
O O O
o m o 1- - 2'
0 0 o A
Q
STAND PIPE DISCHARGE
TO BE ONE SIZE SMALLER
FABRICATED BEND L - J THAN OUTFLOW PIPE
IN CONCRETE STAGGERED ROWS
BASE OF 1 " DIA. HOLES
AT 4" 0. C. EA. WAY
TEMPORARY STANDPIPE DETAIL
NTS
WIRE MESH OR S.F. MATERIAL
MAINTAIN ACCESS TO COVER
FOR INSPECTION
GRAVEL TREATED WATER
RUNOFF WATE CURB INLET
0
/
SEDIMENT
..';�
\\- \\\%
CONCRETE GUTTE
12• ,
GRAVEL CURB INLET
SEDIMENT FILTER
N,T,S,
GENERAL NOTES
1,) PROVIDE POSITIVE DRAINAGE IN ALL AREAS, PAVING CONTRACTOR
SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION
AND CORRECT.
2.) PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING
FEATURES AS NECESSARY,
3.) ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE
EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE
PROPERLY SEALED WITH A TACK COAT MATERIAL,
4,) THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE
WHILE EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB
AND TO MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM.
5.) THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE
WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND
EQUIPMENT, VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS
AND /OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE.
6.) THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR
SHALL INSTALL THE FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN
SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA.
7,) ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE
DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL
CONTRACTOR, SUBCONTRACTORS OR SUPPLIERS, SHALL BE RESURFACED
OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER
THE CONSTRUCTION WORK IS COMPLETED,
8.) T.C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A
STRUCTURE WHEN STRUCTURE IS NOT A CURB INLET, T,C. SHALL
INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET.
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Z
0 40 80 120
GRAPHIC SCALE IN FEET
DONT
DIG
BLIND
'HOLEY MOLEY'
1- 800 - 382 -5544
CALL TOLL FREE
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