1614700Amend0011dwg.pdf
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A/E INFO
N
V A
L F
A C
IL
IT
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M S C
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DRAWFORM REVISION: 25 AUGUST 2020
SCALE:
EPROJECT NO.
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
SHEET OF
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
1614700
CRH/LAF
IM
P
R O
V E
M E
N T S
P -3
P
E R
IM
E T
E R S
E C
U R
IT
Y
EJA
DSN
AS NOTED
D E
P A
R T
M E
N T O
F T
H E N
A V
Y N
A V
A L F
A C
IL
IT
IE
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N G
IN
E E
R
IN
G S
Y S
T E
M S C
O M
M A
N D
M
ID
L A
N T D
C C
O R
E N
A V
A L S
T A
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F O
L K
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M A
IN
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N40085-19-D-9008 T008
02/08/23
PWD ME, via Email Approved by Jeffrey Hoyt, SEAL
DLB
D E
S C
R
IP
T
IO
N S
Y M
D A
T E
A P
P R
EX. GRADE
PR. GRADE
25-YR HGL
EX. GRADE
PR. GRADE
AFTER RIPRAP 3:1
TIE INTO EXISTING
FOR DETAIL
SEE 3 CG501
SP-401
SEE 5 CG502 FOR DETAIL
C-013
SEE 2 CG501 FOR DETAIL
PP-104
VALVE
6" KNIFE GATE
VERTICAL SCALE: 1"=5"
HORIZONTAL SCALE: 1"= 30''
P- 401
VERTICAL SCALE: 1"=5"
HORIZONTAL SCALE: 1"= 30''
P-202 TO I 201
38" X 24" RCP, Class IV
32 LF @ 1.03 %
P-401
INV. 11.43'
INV. 11.76'
TYPICAL
FOR
SEE CG505
INV. 63.90'
TR=71.49'
INV. 64.15'
INV. 64.85'
INV. 65.80'
I
18" RCP, Class IV
97 LF @ 0.93 %
P-202
6" PVC Porforated Drain Pipe
77 LF @ 0.50 %
P-203
INV. 63.00'
MH
1. SEE 5 CG502 FOR CLEANOUT DETAILS (C-003 TO C-014)
INV. 66.17'
UD-201/ UD-206
INV. 66.10'
UD-202/ UD-207
INV. 66.02'
UD-203/ UD-208
TG=69.00'
18" RCP, Class IV
70 LF @ 1.00 %
P-201
INV. 65.95'
UD-204/UD-209
INV. 65.87'
UD-205/UD-210
RELOCATED
LINE-TO BE
ELECTRICAL
CG201
JSK JSK TCW
30' 60'0
D R
A
IN
A G
E
P R
O F
IL
E S
R
E V
IS
P
D B
T
122 358
12881121
12880905
C
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1 2 3 4 5
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A C
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IN
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R
IN
G S
Y S
T E
M S C
O M
M A
N D M
ID
A
T L
A N
T
IC
DRAWFORM REVISION: 25 AUGUST 2020
SCALE:
EPROJECT NO.
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
SHEET OF
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
1614700
CRH/LAF
IM
P
R O
V E
M E
N T S
P -3
P
E R
IM
E T
E R S
E C
U R
IT
Y
EJA
DSN
AS NOTED
D E
P A
R T
M E
N T O
F T
H E N
A V
Y N
A V
A L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
Y S
T E
M S C
O M
M A
N D
M
ID
L A
N T D
C C
O R
E N
A V
A L S
T A
T
IO
N -N
O R
F O
L K
V A
C U
T L E
R
M A
IN
E
N40085-19-D-9008 T008
02/08/23
PWD ME, via Email Approved by Jeffrey Hoyt, SEAL
DLB
D E
S C
R
IP
T
IO
N S
Y M
D A
T E
A P
P R
OF RIGID PIPE
SPRINGLINE
CAP TO
MAINEDOT CLASS A CONCRETE
PIPE BELL
8" ABOVE
FOR FLEXIBLE PIPE
TOP OF PIPE BARREL
CAP TO 2/3 BELOW
OUTSIDE OF BELL PIPE
1'-0"
1'-0" 1'-0"
(AS SPECIFIED)
PIPE BEDDING
COMPACTED
NOT TO SCALECG503
PIPE CAP DETAIL
TRENCH WIDTH VARIES
D =1
5"
NOT TO SCALECG503
TYPICAL VCC FOUNDATION DRAIN LAYOUT
BUILDING
FROM FFE
4'-0" MIN
FFE
FROM
MAX
4'-9"
MIN .50% SLOPE
FOUNDATION DRAIN
4" PERFORATED PVC
NOT TO SCALECG503
MAINE DOT EROSION AND SEDIMENT CONTROL DITCH APPLICATIONS
NOT TO SCALECG503
Ground
MAINE DOT STONE SCOUR RIPRAP SIDE SLOPE PROTECTION
NOT TO SCALE
CG503
1. Manhole frames, valve boxes, and covers must meet ASTM A48
NOTES:
MAINE DOT REINFORCED CONCRETE MODIFIED SWM CATCH BASIN TYPE B-I-P
26"
HANDEL EXTENSION
6" KNIFE GATE VALVE
6" KNIFE GATE VALVE
CG503
JSK JSK TCW
D R
A
IN
A
T A
IL
S
E V
IS
P
D B
T
130 358
12881121
12880913
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D
1 2 3 4 5
1 2 3 4 5
A
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V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
Y S
T E
M S C
O M
M A
N D M
ID
A
T L
A N
T
IC
DRAWFORM REVISION: 25 AUGUST 2020
SCALE:
EPROJECT NO.
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
SHEET OF
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
1614700
CRH/LAF
IM
P
R O
V E
M E
N T S
P -3
P
E R
IM
E T
E R S
E C
U R
IT
Y
EJA
DSN
AS NOTED
D E
P A
R T
M E
N T O
F T
H E N
A V
Y N
A V
A L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
Y S
T E
M S C
O M
M A
N D
M
ID
L A
N T D
C C
O R
E N
A V
A L S
T A
T
IO
N -N
O R
F O
L K
V A
C U
T L E
R
M A
IN
E
N40085-19-D-9008 T008
02/08/23
PWD ME, via Email Approved by Jeffrey Hoyt, SEAL
DLB
D E
S C
R
IP
T
IO
N S
Y M
D A
T E
A P
P R
CG603
JSK JSK TCW
D R
A
IN
A
S C
H E
D U
L
106+22.85
106+60.26
104+84.67
106+23.23
106+57.25
108+19.96
400+60.07 34.21 RT
400+85.18
STATIONBASELINE
85.64
HUDSON
HUDSON
85.46
85.04
84.34
85.04
83.00
69.00
71.49
5.25 RT
47.16 RT
48.83 LT
STRUCTURE SCHEDULE
ELEVATION
STRUCTURE
(FT)
INVERT OUT
ID
STRUCTURE
STANDARD DESCRIPTION
WORKING POINT
I-101
I-102
I-103
I-104
I-105
I-106
I-107
I-201
MH-101
MH- 201
ECF
ECF
ECF
ECF
ECF
ECF
ECF
1 CG500
1 CG500
2 CG500
6 CG503
1 CG500
ECF 105+06.36 70.25 RT
106+58.65 31.84 RT
70.25 RT
70.25 RT
5.25 RT
5.25 RT
86.24 79.59 8.65
(INVERT+ BASE)
TOTAL DEPTH
81.14 6.50
6.9080.56
78.49 8.55
78.83 7.51
78.49 8.55
78.50 5.50
85.19
64.85
63.90
79.95
6.15
5.49
7.84
(FT)
INVERT OUT
(IN)
DIAMETER
(FT)
INVERT IN
(FT)
LENGTH PIPE TYPE
86.44 86.42 3
84.78
86.10 86.08
86.08 81.68 4
81.68 81.74 12
81.50 24
84.81 84.79 3
84.79 84.77 4
84.78 84.77 2
1084.4784.52
DESCRIPTION
105+41.39 93.93 RT 105+41.39 93.93 RT
BASELINE
ECF ELBOW 6"
106+10.38 93.93 RT 106+10.38 97.24 RT
CONNECTION
DOWNSTREAM
SLOPE
106+10.38 97.24 RT 106+10.38 97.24 RT
ECF
ECF
FROM CANOPY
FROM CANOPY3
ELBOWECF 106+10.38 97.24 RT 106+22.59 97.24 RT 0.50
100.00
0.50
0.50
- 81.74- -106+22.59 97.24 RTECF 0.50
ECF
ECF
ECF
ECF
ECF
105+41.38 64.55 RT 105+41.38
STATIONINGSTATIONING
ELBOW 0.50
ELBOW FROM BUILDING105+48.22 59.24 RT 105+45.39 86.42 RT
61.24 RT
0.50 84.79
FROM CANOPY
TEE105+45.39 61.24 RT 0.50105+41.38 61.24 RT
0.50105+45.39 61.24 RT105+48.22 59.24 RT
ECF 105+41.39 93.93 RT 106+10.38 97.24 RT 86.42 81.68 690.50
WYE
ELBOW
TEE105+95.27 61.24 RT105+45.39 61.24 RT
105+95.27 61.24 RT105+95.27 60.07 RT
0.50
0.50
84.77 84.52
84.5284.53
1 FROM BUILDING
TEE105+95.27 61.24 RT 106+05.27 61.24 RT
106+05.27 61.24 RT
0.50
0.50 FROM BUILDING184.4784.48106+05.27 60.07 RT
ECF
ECF
ECF
ECF TEE 0.50106+05.27 61.24 RT 106+10.38 61.24 RT
106+10.38 61.24 RT106+10.38 64.55 RTECF 6.97
84.47 84.45 5
84.4584.68 3
ELBOW
ELBOW106+10.38 61.24 RT 106+22.91 61.24 RT
106+22.91 61.24 RT
ECF
106+22.91 61.24 RTECF
0.50
100.00
84.45 84.39 13
84.39 81.54 3
VERTICAL DROP
VERTICAL DROP
ECF 106+22.91 61.24 RT - - - 0.50 81.54 81.50 8
21-22 ECF 105+48.16 28.22 RT 105+45.39 28.22 RT ELBOW 0.50 84.25 84.24 3 FROM BUILDING
105+45.39 28.22 RT
105+41.38 22.93 RTECF 105+41.38 25.91 RT
25.91 RT105+41.38
ELBOW 0.50 384.26 84.25 FROM CANOPY
105+45.39 25.91 RT
105+45.39 25.91 RT
TEE
0.50
0.50 84.24 84.23
84.2384.25
TEE
TEE
ECF
ECF
ECF 105+45.39 25.91 RT 105+74.58 25.91 RT
25.91 RT105+74.58
0.50 84.23 84.08
84.080.50 84.10
2105+45.39 28.25 RTECF
TEE
105+74.58 25.91 RT 84.080.50 84.06 5
FROM CANOPY
25.91 RT105+79.38
105+79.38 25.91 RT
ECF
ECF 105+79.38 36.41 RT 0.50 84.0684.11 11
FROM CANOPY
84.06 84.02
84.0284.040.50
0.50
ECF
ECF 105+79.38 25.91 RT 105+87.38 25.91 RT
105+87.38 25.91 RT105+87.38 22.93 RT
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
FROM BUILDING
CATCH BASIN TYPE A SHAPE 1
CATCH BASIN TYPE A SHAPE 1
MOD SHAPE 2
CATCH BASIN TYPE A
MOD SHAPE 2
CATCH BASIN TYPE A
MOD SHAPE 2
CATCH BASIN TYPE A
MOD SHAPE 2
CATCH BASIN TYPE A
TYPE D COVER
MANHOLE SHAPE 2
TYPE D COVER
MANHOLE SHAPE 2
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
PIPE ID
UD-101
UD-102
UD-103
DOWNSPOUT UNDERDRAIN SCHEDULE(SEE CG401)
3. CONTINUE ON CG604
2. REFER TO 5- CG501 AND 6-CG501 FOR DETAIL
1-2
3-4
2-4
5-6
6-7
SEGMENT
4-5
7-8
9-10
8-11
10-11
11-13
12-13
13-15
14-15
FROM CANOPY
15-17
16-17
17-18
18-19
1. SEE CG401 FOR SEGMENT POINTS
19-20
23-24
22-25
24-25
25-27
26-27
27-29
28-29
29-31
30-31
MANHOLE TYPE B-I-P CATCH BASIN CATCH BASINPROJECTED PIPE
(FT)
OFFSET
OFFSET (FT)
UPSTREAM
OFFSET (FT)
DOWNSTREAM
MOD TYPE B-I-P
1 CG501
1 CG500 &
1 CG501
1 CG500 &
1 CG501
1 CG500 &
1 CG501
1 CG500 &
1 CG500
81.14
(FT)
INVERT OUT
PIPE SCHEDULE
PIPE ID STRUCTURE
UPSTREAM SLOPE (%)
(IN)
DIAMETER
(FT)
INVERT IN
(FT)
LENGTH
PIPE TYPE
P-101
P-103
P-104
P-105
P-107
P-202
NORTHING
UPSTREAM
EASTING
UPSTREAM
NORTHING
DOWNSTREAM
EASTING
DOWNSTREAM
I-101 I-108 1.00 15" RCP CLASS IV
RCP CLASS IV
RCP CLASS IV
RCP CLASS IV
RCP CLASS IV
RCP CLASS IV
RCP CLASS IV
P-201
P-401
79.59 79.34 29
I-102 I-103 1.00 18" 80.81
I-105 I-106 0.50 15" 78.83 78.68 30
1.00 18" 80.56 80.20 36I-103 MH-101
366045.9875
366522.6885
MH-101 I-106 1.00 18" 79.95 79.73 22
RCP CLASS IVI-201 MH-201 1.00 18" 78.50 78.00 70
9763.0063.9018"0.931301608.8500
1.03 11.76 11.43 32366028.7055 1303571.45901303544.0512 38 X 24"
MH-201
P-106 I-106 0.92 18" 78.49 78.00 54 RCP CLASS IV
STRUCTURE
DOWNSTREAM
BASELINE STATION
P-108 I-107 0.55 18" 78.50 78.00 92 RCP CLASS IV
BASELINE STATION OFFSET
STRUCTURE
UPSTREAM
P-109 RIDGE 305+02.62 24.71' RT RIDGE 305+02.88
ECF
ECF
46.86 LT
46.52 LT
22.75 LT
(FT)
OFFSET
106+41.30
108+16.52
1.11 15" 89.73 89.20 47 RCP CLASS IV
P-102 RCP CLASS IVI-104 1.00 18" 78.49 78.00ECF 104+84.30 44.54 LT 51
FROM C-018 & TIES INTO I-102
FROM C-019 & TIES INTO I-102
MOD TYPE B-I-P2 CG500 ECF 104+97.14 43.72 RT 83.76 79.09 6.67I-108
P-110 I-108 I-104 1.00 15" 79.09 78.74 39 RCP CLASS IV
MOD SWM TYPE B-I-P
R
E V
IS
P
D B
T
1 1
136 358
12881121
12880919
| 123-CG201 - DRAINAGE PROFILE_Amend0011 |
| 131-CG503 - DRAINAGE DETAIL PLAN_Amend0011 |
| 137-CG603 - DRAINAGE SCHEDULE_Amend0011 |
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