HomeMy WebLinkAboutSDP199200097 Plan - Site Grading & Utility Plan 1992-09-01STORM DRAIN STRUCTURE
SCHEDULE
STRUCTURE NO.
TYPE
I"
INV
STATION / COORDINATE
NOTES
1
ES-1 24
N/A
459.48
N615415.12 E1992086.37
2
MH-2 54
503.50
491.34
N615525.48 E1992225.23
2
492.00
3
B-4 48
511.00
497.62
N615614.29 E1992310.36
3
498.62
4
DI-2A
510.60
507.10
18+97.55 / 11.50 RIGHT
5
MH-2 48
513.85
510.85
21+11.58 / 11.50 RIGHT
6
DI-2A
515.19
511.69
21+62.08 / 11.50 LEFT
51 1 .44
7
DI-2A
515.19
512.19
21+62.08 / 11.50 RIGHT
8
DI-2A
519.02
515.52
23+45.08 / 11.50 LEFT
9
DI-2A
519.02
516.02
23+45.08 / 11.50 RIGHT
10
DI-2A
520.56
517.56
24+61.08 / 11.50 LEFT
1 1
DI-2A
525.14
522.14
26+32.08 / 11.50 LEFT
12
DI-2A
528.12
524.62
27+09.96 / 11.50 LEFT
13
DI-2A
528.12
525.12
27+09.96 / 11.50 RIGHT
15
DI-2A
510.60
507.60
18+97.55 / 11.50 LEFT
16
PROJ. END
N/A
507.84
18+97.55 / 24.00 LEFT
17
DI-2A
510.87
507,87
18+56.89 / 11.50 LEFT
18
PLUG
N/A
508.11
18+56.89 / 24.00 LEFT
19
DI-2A
516.18
513.18
16+75.58 / 11.50 RIGHT
512.93
20
DI-2A
517.80
514.80
16+52.58 / 39.00 RIGHT
20A
PROJ. END
N/A
515.04
16+40.08 / 39.00 RIGHT
21
DI-2A
518.64 1
515.14
16+04.08 / 11.50 LEFT
22
DI-2A
519.41
1 516.41
15+82.09 / 11.50 RIGHT
23
DI-2A
525.02
521.52
14+21.09 / 11.50 LEFT
24
DI-2A
525.02
522.02
14+21.09 / 11.50 RIGHT
25
DI-2A
531.80
528.80
12+92.53 / 11.50 LEFT
26
DI-2A
533.02
530.02
12+25.04 / 11.50 RIGHT
27
PROJ. END
N/A
524.52
14+11.01 / 24.00 LEFT
28
DI-2A
528.26
524.76
14+11.01 / 11.50 LEFT
29
DI-2A
528.73
525.73
13+80.22 / 11.50 RIGHT
30
ES-1(24)
N/A
460.00
N615145.39 E1992597.82
31
MH-2 48
479.50
476.00
N615178.95 E1992681.33
32
DI-2AA
499.00
491.00
N615247.77 E1992756.33
495.00
33
PROJ. END
N/A
495.60
N615258.45 E1992767.55
34A
PROJ. END
N/A
506.64
N616346.44 E1993015.36
34
MH-2 48
514.50
507.29
10+52.75 / 135.28 LEFT
507.50
2
35
PIPE JCN
N/A
507.88
10+52.75 / 68.28 LEFT
4
510.11
36
DI-2A
517.38
512.51
10+95.04 / 41.50 RIGHT
4
37
DI-2A
517.38
512.11
10+95.04 / 41.50 LEFT
4
38
DI-2A
521.81
518.81
11+45.04 / 41.50 LEFT
4
39
DI-2A
521.81
518.81
11+45.04 / 41.50 RIGHT
4
40
MH-2 72
496.00
479.40
N616423.47 E1992243.04
5
480.05
488.50
6
NOTES:
1, ALL INLETS INDICATED AS DI-2A SHALL BE MODIFIED PER DETAIL SHEET 12.
2. MODIFIED OUTLET MANHOLE. SEE DETAIL SHEET 12
3. CMP RISER FITTED WITH VDOT STD. MH FRAME AND COVER. PIPE SIZE CHANGE
4. VANED GRATE(NEENAH FNDRY MODEL R-3580 OR EQUAL) INSTALLED WITH INLET
5. REMOVE EXISTING HEADWALLS AND EXTEND CMP CULVERTS AT LIKE SLOPES.
6. TEMPORARY SEDIMENT BASIN RISER CONNECTION
SANITARY SEWER STRUCTURE SCHEDULE
STRUCTURE NO.
RIM
INV IN
INV OUT
STATION / COORDINATE
NOTES
EXSS1
442.60
436.30
435.70
N615027.04 E1992563.89
1,2
EXSS2
487.00
481.50
481.00
N616230.91 E1993256.49
2
S1
478.00
472.00
471.80
N615178.99 E1992694.83
S2
504.00
498.70
498.50
N615317.97 E1992596.21
S3
513.00
506.00
505.80
21+18.09 / 28.00 RIGHT
S4
514.00
508.20
508.00
17+18.09 / 28.00 RIGHT
5
S5
520.84
516.20
516.00
24+71.09 / 5.00 LEFT
S6
491.50
488.10
487.90
N616242.06 E1993186.91
S7
1 517.00
1 512.00
503.70
N616178.20 E1993133.75
3
S8
526.50
520.50
520.30
12+10.71 / 104.66 LEFT
4
S9
531
523.7
523.5
11+96.38 / 59.25 RIGHT
4
NOTES:
1. CONTRACTOR TO USE NON -SHRINK GROUT TO SEAL NEW CONNECTION INTO R.W.S.A.
MANHOLE WITH BITUMINOUS SEALER COATS INSIDE AND OUT.
2, PROPOSED INVERT IN TO BE CONSTRUCTED AT TOP OF EX. MANHOLE SHAPED
BOTTOM SHELF. CONTRACTOR TO VERIFY ELEVATION PRIOR TO CONNECTION.
3. DROP MANHOLE TO BE INSTALLED PER DETAIL SHEET 14.
4. SIX INCH STUB WITH PLUG TO BE PROVIDED FOR FUTURE CONNECTION.
5. COMPACTION TEST TO BE PERFORMED AT 4' VERTICAL MIN. INCREMENTS AND
RESULTS SUBMITTED TO ACSA FOR APPROVAL
SANITARY SEWER PIPE SCHEDULE
U/S ID
D/S ID
DIA
DESCRIPTION
NOTES
S9
S8
8
160 LF @ 1.88%
2
S8
S7
8
228 LF @ 3.64%
S7
S6
8
78 LF @ 20.00%
3
S6
EX SS2
8
66 LF 9.70%
S5
S3
8
374 LF 2.67%
S4
S3
8
396 LF @ 0.51 %
2
S3
S2
8
193 LF @ 3.68%
S2
S1
8
166 LF @ 15.96%
S1
EX SS
8
198 LF @ 17.93%
NOTES:
1. PIPE LENGTHS PROVIDED ARE FROM INSIDE WALL OF
STRUCTURE TO INSIDE WALL OF STRUCTURE (48" MH)
2. INSTALL 29 MIN. LENGTH DIP CENTERED ON WATERLINE
3. PIPE TO BE DUCTILE IRON WITH PIPE ANCHORS.
PLAN NOTES:
1. SEE SHEET 2 FOR LEGEND AND GENERAL CONSTRUCTION NOTES
2. SEE SHEET 3 FOR ROAD AND SITE'FEATURE LAYOUT.
3. SEE SHEET 4 FOR STORM DRAIN AND SANITARY SEWER PIPE AND STRUCI URIC
SCHEDULES.
4. SEE SHEET 13 FOR ROAD TURNOUT AND ENTRANCE DIMENSIONS.
5. WATERLINE TO BE LOCATED 5' FROM LOOP ROAD CENTERLINE AND 10'
FROM ENTRANCE DRIVE CENTERLINE UNLESS OTHERWISE NOTED ON
PLANS. CONTRACTOR SHALL MAINTAIN 5' MIN. SEPARATION BETWEEN
CENTERLINE PIPE AND STORM DRAINAGE PIPES AND STRUCTURES.
6. ALL PAD WATERLINE SERVICES FOR DOMESTIC AND FIRE FLOW
REQUIREMENTS SHALL BE PROVIDED FROM 8-INCH STUBS INDICATED.
VALVES SHOWN ARE TO BE LOCATED 5' BEHIND FACE OF CURB.
7. SANITARY SEWER SIDE SEWER LATERALS INDICATED ON PLAN SHALL BE 6-
INCH AT 2.00% MINIMUM SLOPE. ENDS SHALL BE MARKED WITH 2X4 POSTS
INDICATING LOCATION AND DEPTH TO INVERT.
8. IN FUTURE PARKING AREAS CONTRACTOR SHALL INSTALL COMPACTED
FILL TO 8" BELOW GRADES INDICATED. 2" MIN TOPSOIL SHALL BE ADDED TO
ALL DISTURBED SURFACES AND HYDROSEEDED PER EROSION CONTROL
NARRATIVE.
9. PVC UTILITY CONDUITS SHOWN SHALL EXTEND Y BEYOND FACE OF CURB.
PIPES TO BE INSTALLED 12" O.C. WITH 18" MIN. COVER.
10.GAS LINE INDICATED ON PLANS IS PROVIDED BY CHARLOTTESVILLE GAS.
LOCATION SHOWN IS APPROXIMATE AND FOR INFORMATIONAL PURPOSES
ONLY. CONTRACTOR SHALL CONTACT DEFT. OF PUBLIC WORKS - GAS
DIVISION AT 971-3340 FOR EXACT DESIGN INFORMATION AND TO
COORDINATE INSTALLATION.
1 \ \ \ \ \ \\ 11.ELECTRIC LINE LOCATION SHOWN IS APPROXIMATE AND SHOWN FOR
INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL CONTACT VA
POWER AT 980-6725 FOR DESIGN INFORMATION AND TO COORDINATE
INSTALLATION..
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STORM
DRAIN PIPE
SCHEDULE excludes pond outtails)
U/S ID
D/S ID
DIA
DESCRIPTION
NOTES
2
1
24
177 LF @ 18.00%
3
2
96
120 LF @ 0.50%
2
4
3
24
34 LF @ 14.13%
5
4
18
214 LF @ 1.75%
6
5
18
50 LF @ 1.18%
7
6
15
23 LF @ 2.17%
8
6
15
183 LF @ 2.09%
9
8
15
23 LF P 2.17%
10
8
1 5
116 LF 1.76%
1 1
10
1 5
171 LF 2.68%
12
1 1
1 5
41 LF @ 6.05%
13
12
1 5
23 LF @ 2.17%
1 5
4
1 5
23 LF @ 2.17%
16
15
15
12 LF @ 2.00%
17
15
15
40 LF @ 0.68%
18
17
1 5
12 LF @ 2.00%
19
4
18
221 LF @ 2.64%
20
19
18
54 LF @ 3.46%
20A
20
1 8
12 LF 2.00%
21
19
18
71 LF @ 2.76%
22
21
24
33 LF @ 3.89%
23
21
24
183 LF @ 3.49%
24
23
18
23 LF 2.17%
25
23
18
128 LF @ 5.69%
26
25
18
64 LF @ 1.91%
28
27
18
12 LF @ 2.00%
29
28
18
38 LF 2.55%
31
30
2.4-
90 LF @ 17.78%
32
31
24
103 LF 14.56%
33
32
24
12 LF @ 5.00%
34A
34
1 5
65 LF @ 1.00%
3
35
34
54
65 LF @ 0.50%
2
37
35
15
50 LF @ 4.00%
36
37
1 5
80 LF @ 0.50%
38
37
1 5
50 LF 13.40%
39
36
1 5
50 LF @ 12.60%
I I
1 I �
1
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1. ALL PIPE TO BE CLIII RCP UNLESS NOTED. '
2.3" x1" CMP DETENTION TANK. PIPE TO BE ALUMINUM,
GALVINIZED STEEL OR STEEL WITH ASHALT TREATMENT.
H2O LOADING REQUIRED, CONTRACTOR RESPONSIBLE FOR !
ANY ADDITIONAL REQUIREMENTS FOR CONSTRUCTION
EQUIPMENT LOADING. -
3. CMP.
4. ALL LENGTHS PROVIDED ARE FROM CL STRUCTURE / I
TO CL STRUCTURE. / II i
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LANDSCAPE ARCI IITECTS
PLANNERS
QUEEN CI IARLOTTE SQUARE
256 EAST HIGH STREET
CI IARLOTTESVILLE, VA 22902
804-979-7522
O /r
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Scale: / "= 50'
Date: 7- /- 92
Project No: 9117
C1lecked By:
Sheet No.:
OF: 25
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McKEE/CARSON
CONSULTING ENGINEERS
LANDSCAPE ARCI IITECI'S
PLANNERS
QUEEN CI IARLOTI'E SQUARE
256 EASI' 11IG1 I STREET
CI IARLoTITESVILLE, VA 22902
804-979-7522
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Project No: 9117
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Sheet No.:
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PLAN NOTES:
1. SEE SHEET 2 FOR LEGEND AND GENERAL CONSTRUCTION NOTES
2. SEE SHEET 3 FOR ROAD AND SITE FEATURE LAYOUT.
3. SEE SHEET 4 FOR STORM DRAIN AND SANITARY SEWER PIPE AND STRUCTURE
SCHEDULES.
4. SEE SHEET 13 FOR ROAD TURNOUT AND ENTRANCE DIMENSIONS.
5. WATERLINE TO BE LOCATED 5' FROM LOOP ROAD CENTERLINE AND 10'
FROM ENTRANCE DRIVE CENTERLINE UNLESS OTHERWISE NOTED ON
PLANS. CONTRACTOR SHALL MAINTAIN 5' MIN. SEPARATION BETWEEN
CENTERLINE PIPE AND STORM DRAINAGE PIPES AND STRUCTURES.
6. ALL PAD WATERLINE SERVICES FOR DOMESTIC AND FIRE FLOW
REQUIREMENTS SHALL BE PROVIDED FROM 8-INCH STUBS INDICATED.
VALVES SHOWN ARE TO BE LOCATED 5' BEHIND FACE OF CURB.
7. SANITARY SEWER SIDE SEWER LATERALS INDICATED ON PLAN SHALL BE 6-
INCH AT 2.00% MINIMUM SLOPE. ENDS SHALL BE MARKED WITH 2X4 POSTS
INDICATING LOCATION AND DEPTH TO INVERT.
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SEE 5EG T/OA,/ A -A SA/T /2
8. IN FUTURE PARKING AREAS CONTRACTOR SHALL INSTALL COMPACTED
FILL TO 8" BELOW GRADES INDICATED. 2" MIN TOPSOIL SHALL BE ADDED TO
ALL DISTURBED SURFACES AND HYDROSEEDED PER EROSION CONTROL
NARRATIVE.
9. PVC UTILITY CONDUITS SHOWN SHALL EXTEND Y BEYOND FACE OF CURB.
PIPES TO BE INSTALLED 12" O.C. WITH 18" MIN. COVER.
10.GAS LINE INDICATED ON PLANS IS PROVIDED BY CHARLOTTESVILLE GAS.
LOCATION SHOWN IS APPROXIMATE AND FOR INFORMATIONAL PURPOSES
ONLY. CONTRACTOR SHALL CONTACT DEPT. OF PUBLIC WORKS - GAS
DIVISION AT 971-3340 FOR EXACT DESIGN INFORMATION AND TO
COORDINATE INSTALLATION.
11.ELECTRIC LINE LOCATION SHOWN IS APPROXIMATE AND SHOWN FOR
INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL CONTACT VA
POWER AT 980-6725 FOR DESIGN INFORMATION AND TO COORDINATE
INSTALLATION..
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LANDSCAPE ARCI IITECTS
PLANNERS
QUEEN CHARLOTTE SQUARE
256 EAST HIGH STREET
CI IARLOTTESVILLE, VA 22902
804-979-7522
�. rr
ROBERT B. MCKEE i
CERTIFICATE No.
Z783
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Revisions:
0 d-/7- 92
Scale: / "_ 50 '
Date: 7- /- 92
Project No: 9117
Checked By:
Sheet No.:
OF: 25