PN96540_DESIGN COMPLETE_DWG_Part2.pdf
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- Solicitation number
- W9128A22R0019
About this file
This solicitation announcement is for a firm fixed-price construction contract to build a Child Development Center at Aliamanu Military Reservation in Oahu, Hawaii. The U.S. Army Corps of Engineers, Honolulu District seeks to award a contract valued between $50-100 million to construct a large standard-design Child Development Center for children ages six weeks to five years, with adjacent outdoor play areas and supporting facilities. The project scope includes developmental learning modules, activity areas, isolation room, changing areas, visitor waiting area, administrative spaces, kitchen, laundry, storage, fire and security systems, site development, utilities, lighting, parking, storm drainage, landscaping, and signage. Offerors must register in the System for Award Management and proposals will be evaluated on experience, past performance, technical approach, and price using lowest price technically acceptable procedures. The performance period is 1,048 calendar days from notice to proceed and a site visit will be held on July 6, 2022. The North American Industry Classification Code for this requirement is 236220 and the small business size standard is $39.5 million in average annual revenue.
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US Army Corps of Engineers ®
SHEET ID
U S
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DESIGN COMPLETE
CS102A
S I T
E
P
L A
N
O P
T I O
N
A1
SITE PLAN - 1 - OPTION
SCALE: 1"=20'
40'0 20'
SCALE : 1"=20'
SASSAFRAS DRIVE
12'
34'
25'
6'
TYP.
INFANT/ PRE-TODDLER
PLAYGROUND AREA
R=10'
CONCRETE
CURB
119.33'
SEE SHEET CS103
E8
CS501
E1
CS501
CONC.
SIDEWALK
A4
CS501
CONC.
CURB
P
L
20'
72'
180'
64'
360'
276°30'00.00"
31.23'
321°30'00.00"
58.31'
258°30'00.00"
13.20'
233°30'00.00"
318.73'
165.15'
R=10'
6'
R=20'
26'162'
6'
GRID F5
N:72,708.24
E:1,672,081.80
TIE GRID A5
TO GRID F5
321°30'00.00"
361.33'
CONC.
SIDEWALK
5'
TYP.
CONC.
HEADER
4' WIDE
SWING GATE
8' WIDE
DOUBLE
SWING GATE
A1
CS503
A7
CS503
PLAN NORTH
R=500'
MATCH EXIST.
SIDEWALK WIDTH
4'±
CONC. CURB
AND GUTTER
10'18' 40'
12.25'
12.77'
144'8'
OPTION
11' 11'
F5
CS501
F1
CS501
9'
66.57'
SEE SHEET CG104
FOR CURB RAMP
LAYOUT
SEE SHEET CG104
FOR CURB RAMP
LAYOUT
4'
R=5'
CONC. RETAINING
WALL. SEE NOTES
153°00'00.00"
185.00'
STA. 0+13.82 RETAINING WALL A.
BEGIN WALL A WITH 6' HIGH CHAIN
LINK FENCE ON RETAINING WALL
SEE STRUCTURAL DWGS.
N:72,635.25, E:1,671,859.92
CONC. RETAINING
WALL. SEE NOTES
PLANTER BOX
SEE LANDSCAPE
AND STRUCTURAL
DRAWINGS
E5
CS502
BOLLARD, TYP
SEE DETAIL
C7
CS502
GENERATOR PAD
SEE DETAIL
160°19'22.58"
9.00'
129°00'00"
11.50'
172°30'00"
42.00'
22' WIDE
DOUBLE
SWING
GATE
16.67'
58'
2-5'X4' CONC. PADS
SEE LANDSCAPE
DRAWINGS
CMU WALL TRASH
ENCLOSURE. SEE ARCH.
DWGS.
SEE SHT. CG105
FOR CURB RAMP
LAYOUT (TYP.)
RETAINING WALL NOTES:
1. CONSTRUCT 6' HIGH FENCE ON RETAINING WALL, UNLESS
INDICATED OTHERWISE. SEE FENCE DET. A1/CS502 AND SEE
STRUCTURAL DRAWINGS FOR POST INSTALLATION.
2. RETAINING WALL TIE-DOWNS, DIMENSIONS, AND
AZIMUTH-DISTANCE ARE TAKEN FROM THE INSIDE FACE OF
THE WALL.
231°30'00.00"
68.08'
LEGEND
A.C. PAVEMENT
CONCRETE
4' WIDE
SWING GATE
MSE BLOCK.
RETAINING WALL.
SEE NOTES
SEE SHEET CG104
FOR CURB RAMP
LAYOUT (TYP.)
CONC.
CURB
A.C. PAV'T.
SEE DETAIL
A1
CS501
CONC.
CURB
R=2'
R=15'
STA. 0+00 RETAINING WALL B.
BEGIN WALL B WITH 6' HIGH CHAIN
LINK FENCE ON RETAINING WALL
SEE STRUCTURAL DWGS.
N:72,719.04, E:1,671,785.06
R=5'
R=5'
R=5'
R=5'
R=2.5'
R=2'
CONC.
HEADER
CONC.
HEADER
R=5'
R=5'
LIMITS OF
OPTION
CONN. TO EXIST. CURB,
GUTTER AND SIDEWALK
BEGIN CURVE
N:72,676.05
E:1,671,790.81
A7
CS501
A7
CS501
31.5'
Δ = 90.87°
R = 30.00'
T = 30.46'
C = 42.75'
L
C
= 47.58'
Δ = 89.48°
R = 20.00'
T = 19.82'
C = 28.16'
L
C
= 31.23'
8' WIDE SWING GATE
SEE DET. A1/CS503
BEGIN CONC. HEADER
SEE DET. A1/CS501
BEGIN SWALE
N:72,991.10
E:1,671,772.36
STA. 1+85
TRANSITION TO MSE
RETAINING WALL, INSTALL
6' HIGH FENCE @ 2.5' O/S
FROM MSE WALL
BEGIN SWALE
N:72,998.38
E:1,671,753.40
352°00'00"
25.25'
23.17'
Δ = 25.16°
R = 20.00'
T = 4.55'
C = 8.88'
L
C
= 8.96'
25°50'18.25"
12.57'
TOP BANK,
(TYP.)
333°00'00"
45.93'
350°04'06.48"
11.92'
CURVE DATA
5'
LOW POINT
AT DRAIN INLET
N:73,033.48
E:1,671,825.64
9'
4'
TIE SWALE INTO
BOTTOM BANK
ALONG WALL
TIE GRID A5
TO GRID A2
231°30'00.00"
71.33'
GRID A5
N:72,991.02
E:1,671,856.86
10'
3'
26.17'
10.25'
5.92'
6' HIGH CHAIN LINK
FENCE, AROUND
MECH. YARD
A1
CS502
CONC.
SIDEWALK
CONT.
ON CS103
CONC. CURB
AND GUTTER
SEE DET. F5/CS501
15'
END CURVE
N:72,670.89
E:1,671,833.25
END CURVE
N:72,637.18
E:1,671,845.48
WALL B. STA. 1+85
TO STA. 2+57
172°00'00.00"
72.00'
BEGIN 6' HIGH
CHAIN LINK FENCE
N:72,960.48
E:1,671,689.21
WALL B STA. 2+57
TO STA. 5+30.26
231°30'00.00"
273.26'
END SWALE
AT DRAIN INLET
N:72,952.21
E:1,671,707.27
STA. 0+45.05
RET. WALL A
STA. 2+57
RET. WALL B
STA. 1+03.36
RET. WALL A
STA. 1+16.56
RET. WALL A
CONN. TO EXIST.
CURB AND SIDEWALK
BEGIN CURVE
N:72,609.22
E:1,671,842.16
A7
CS501
CONC. CURB
CONN. TO EXIST.
A.C. ROADWAY
SEE PAV'T
CONN. DETAIL
NOTE:
DIMENSIONS SHOWN ON SITE PLAN ARE
PARALLEL/PERPINDICULAR TO THE BUILDING.
51°30'00"
42.44'
BEGIN SWALE
N:72,910.10
E:1,671,701.42
CONN. TO EXIST.
CURB AND GUTTER
AND SIDEWALK
N:72,792.42
E:1,671,703.08
CONN. TO EXIST.
CURB AND GUTTER
AND SIDEWALK
N:72,715.96
E:1,671,757.59
FEA DCB
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US Army Corps of Engineers ®
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DESIGN COMPLETE
CS103
S I T
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P
L A
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A1
SITE PLAN - 2
SCALE: 1"=20'
40'0 20'
SCALE : 1"=20'
SEE SHEET CS102
TODDLER/PRE-SCHOOL
PLAYGROUND AREA
PRE-KINDEGARTEN
PLAYGROUND AREA
181.91'
25'
6'6'
CONC.
SIDEWALK
A4
CS501
EXIST. FENCE
P
L
PLAYGROUND
FENCE.
SEE DET.
282°26'12.02"
230.85'
STA. 7+61.11
END RET. WALL B.
N:73,075.56
E:1,672,130.34
STA. 8+20.28
END RET. WALL A.
N:73,035.57
E:1,672,189.42
8.67'
6'
7.37'
A1
CS502
PLAYGROUND
FENCE
A1
CS502
278°30'00.00"
168.18'
R=15'R=15'
25'
185°49'39.16"
114.83' CORNER POST
TO GATE
208.70' CORNER POST
TO CORNER POST
121°00'00.00"
111.85'
CONC.
SIDEWALK
A.C. PAV'T.
SEE DETAIL
A1
CS501
321°30'00.00"
36.48'
321°30'00.00"
55.16'
100°28'14.38"
106.83'
BEGIN SWALE
N:72,984.03
E:1,672,199.83
SWALE HP
N:73,102.22
E:1,671,912.05
231°30'00.00"
5.50'
51°30'00.00"
110.42'
51°30'00.00"
80.82'
Δ = 47.00°
R = 38.00'
T = 16.52'
C = 30.31
L
C
= 31.17'
Δ = 47.00°
R = 18.00'
T = 7.83'
C = 14.36'
L
C
= 14.77'
Δ = 43.00°
R = 38.00'
T = 14.97'
C = 27.85'
L
C
= 28.52'
Δ = 43.00°
R = 18.00'
T = 7.09'
C = 13.19'
L
C
= 13.51'
Δ = 41.03°
R = 20.00'
T = 7.48'
C = 14.02'
L
C
= 14.32'
221°00'00.00"
130.81'
4' WIDE
SWING GATE
8' WIDE DOUBLE
SWING GATE
8' WIDE
DOUBLE
SWING GATE
4' WIDE
SWING GATE
4' WIDE
SWING
GATE
4' WIDE
SWING GATE
A1
CS503
CURVE DATA
PLAN NORTH
LOW POINT
AT DRAIN INLET
N:73,094.26
E:1,672,015.77
LOW POINT
AT DRAIN INLET
N:73,024.46
E:1,672,167.17
LOW POINT
AT DRAIN INLET
N:72,865.96
E:1,672,172.90
141°30'00.00"
51.67'
LEGEND
A.C. PAVEMENT
CONCRETE SIDEWALK
280°28'14.38"
84.73'
SWALE HP
N:73,067.63
E:1,672,132.83
Δ = 48.97°
R = 20.00'
T = 9.11'
C = 16.58'
L
C
= 17.09'
CONC. HEADER
278°30'00.00"
67.00' CORNER POST TO GATE
177.61' CORNER POST TO CORNER POST
4' LONG DROP CURB
SEE DET. SHT. A7/CS502
CONC. RETAINING
WALL. SEE NOTES
ON SHT. CS102
6.1'
CONC. RETAINING
WALL. SEE NOTES
ON SHT. CS102
STA. 6+70
TRANSITION TO CONC.
RETAINING WALL. INSTALL
6' HIGH FENCE ON CONC.
RETAINING WALL
MSE BLOCK.
RETAINING WALL.
SEE NOTES ON
SHT. CS102
4' WIDE
SWING GATE
N:72,898.27
E:1,672,363.53
14.1'
4' LONG
DROP CURB
CONC. CURB
CONC. CURB
A7
CS503
E8
CS501
A1
CS501
BOTTOM ELEVATION
OF MSE RETAINING WALL
4' WIDE
SWING GATE
5'
141°30'00"
95.52'
CORNER POST
TO END POST
231°30'00.00"
65.24'
141°30'00.00"
77.08'
WALL A STA. 1+51.32
TO STA. 4+35.30
233°30'00.00"
283.98'
TOP BANK,
(TYP.)
BEGIN BOTTOM
BANK
N:73,001.33
E:1,672,234.77
BOTTOM BANK,
(TYP.)
END BOTTOM BANK
AT WALL
N:72,775.33
E:1,672,192.38
WALL B STA. 2+57
TO STA. 5+30.26
231°30'00.00"
273.26'
09°04'34.97"
19.64'
321°30'00.00"
17.25'
R=20'
08°30'00.00"
71.12'
323°30'00.00"
15.00'
END SWALE
AT DRAIN INLET
N:72,768.19
E:1,672,162.93
SWALE HP
N:72,785.52
E:1,672,164.69
BEGIN SWALE
N:72,939.89
E:1,672,188.02
4' LONG
DROP CURB
Δ = 45.67°
R = 25.00'
T = 10.53'
C = 19.41'
L
C
= 19.93'
05°49'39.16"
57.52'
185°49'39.16"
80.37'
05°49'39.16"
17.42'
2'
9'
13'
TIE GRID A5
TO GRID A2
231°30'00.00"
71.33'
GRID A2
N:73,035.43
E:1,671,912.69
CONT.
ON CS102
STA. 4+35.30
RET. WALL A
STA. 5+66.11
RET. WALL A
STA. 6+31.35
RET. WALL A
STA. 7+08.43
RET. WALL A
STA. 5+30.26
RET. WALL B
5'
3" ASPHALTIC
CONCRETE
PRIME
COAT
COMPACTED
SUBGRADE
NOTES:
1. PRIOR TO PLACEMENT OF SATISFACTORY MATERIAL, THE EXPOSED SUBGRADE SHALL
BE SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES, MOISTURE CONDITIONED TO 2
PERCENT ABOVE OPTIMUM MOISTURE CONTENT, AND COMPACTED TO AT LEAST 95
PERCENT OF ITS MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D1557.
2. EXTEND BASE COURSE A MINIMUM OF 12" BEYOND PAVEMENT EDGES WHERE EDGES
ARE NOT CONSTRAINED BY CONCRETE CURB OR CONCRETE SLAB.
3. SELECT BORROW SUBBASE SHALL COMPLY WITH HDOT SPECIFICATIONS SECTION 305.
4. IF VOLCANIC TUFF OR CINDER IS ENCOUNTERED WHILE EXCAVATING,
OVEREXCAVATIONS MAY BE TERMINATED AND SELECT BORROW AND BORROW LAYERS
ELIMINATED
FINISH GRADE
UNRESTRAINED
SEE NOTE 2
1'-0"
NOT TO SCALE
A1
A.C. PAVEMENT SECTION
6" AGGREGATE
BASE COURSE
6" SELECT BORROW
SUBBASE. SEE NOTE 3
6" SATISFACTORY
MATERIAL
6"
CONCRETE
HEADER WHERE
SHOWN ON PLAN
1-#4 CONT.
AT CENTER
PRIME COAT
COMPACT
SUBGRADE
NEW A.C. PAV'T
NEW AGGREGATE
BASE COURSE
NEW A.C.
PAV'T
1'-6"
MIN.
EXIST. A.C. PAV'T
EXISTING
AGGREGATE
BASE COURSE
SAW CUT AND APPLY
TACK COAT
EXIST. A.C.
PAVEMENT
NOT TO SCALE
E1
PAVEMENT CONNECTION DETAIL
NEW SELECT
BORROW SUBBASE
NEW
SATISFACTORY
MATERIAL
FINISH
GRADE
WHERE
OCCURS
4" CONC. SIDEWALK
SEE JOINT DETAIL
6" BASE
COURSE
SAW CUT OR
FORMED GROOVE
COMPACTED
SUBGRADE
1/8" TO 1/4"
SLOPE, SEE NOTE 4
COMPACTED
SUBGRADE
PREMOLDED
EXPANSION
JOINT FILLER
FILL TOP 1"WITH
JOINT SEALER
PREMOLDED
EXPANSION
JOINT FILLER
3/4" TO 1-1/2"
R = 1/8"
FILL WITH
JOINT SEALER
40"
STRUCTURE
NOTES:
1. SPACE CONTRACTION JOINTS TO PROVIDE SQUARE OR REGTANGULAR SLABS WHERE
THE WIDTH TO LENGTH RATIO IS BETWENN 0.8 AND 1.25.
2. EXPANSION JOINTS TO BE PLACED AT 50 FEET IE NTERVALS AND WHERE WALKWAY
CHANGES DIRECTIONS OR ABUTS A STRUCTURE.
3. SAW-CUT CONTRACTION JOINTS AS SOON AS CONCRETE WILL NOT BE DAMAGED BUT
NO LATER THAN 10 HOURS AFTER CONCRETE POUR.
4. CONCRETE SIDEWALK SHALL HAVE A CROSS SLOPE AS INDICATED IN THE DIRECTION
OF DRAINAGE. WHERE NOT INDICATED, PROVIDE 1.5 PERCENT CROSS SLOPE IN THE
DIRECTION OF DRAINAGE.
6X6-W2.9 X W2.9
WELDED WIRE MESH
WIDTH AS INDICATED
FLUSH
WITH CONC.
CURB WHERE
OCCURS
CONC.
CURB
CONC. CURB
COMPACTED
SUBGRADE
NOT TO SCALE
A4
CONCRETE SIDEWALK DETAIL
EXPANSION JOINT ABUTTING CURB OR STRUCTURE
CONTRACTION JOINT
EXPANSION JOINT
#4 LONGITUDINAL
REINF. BAR AT
MID-HEIGHT OF CURB
R=1"
FACE OF CURB
WHERE CURB
INDICATED
7"
6"
CONC. SIDEWALK
SEE NOTE 1
NOTES:
1. CONC. SIDEWALK SHALL BE FLUSH WITH TOP OF CURB.
2. FOR GRASSED FINISH GRADE, TOP OF FINISH GRADE SHALL
BE 1" LOWER THAN TOP OF CURB.
3. TYPICAL CURB HEIGHT IS 6 INCHES, WHERE NEW CURB ABUTS
EXISTING CURB, MATCH EXISTING CURB HEIGHT.
PRIME COAT
COMPACTED
SUBGRADE
SEE DETAIL A1/CS501
FOR BASE COURSE,
SUBBASE COURSE, AND
SATISFACTORY
MATERIAL SECTIONS
FINISH GRADE
SEE NOTE 2
4"
SEE
NOTE 3
NOT TO SCALE
E8
CONCRETE CURB DETAIL
A.C. PAV'T
NOT TO SCALE
F5
CONCRETE CURB AND GUTTER
2'-6 3/4"
1'-11 3/4"7"
1"
2"
CLR.
6"
CURB LINE
CURB GRADE
6" BASE COURSE
3"
COMPACTED
SUBGRADE
#4 @ 12" OC
4 - #5 EQUALLY
SPACED
#5 CONT.
5%
AC PAV'T
C
L R
SEE SIDEWALK
DETAIL
SEE DETAIL A1/CS501
FOR BASE COURSE,
SUBBASE COURSE, AND
SATISFACTORY
MATERIAL SECTIONS
DOWEL,
SEE DETAIL BELOW
4" THICK CONC. WITH
6X6-W2.9XW2.9 WWF REINF,
CENTERED IN SLAB
EXISTING CONC.
SIDEWALK
SECTION A
6"
COMPACTED
SUBGRADE
NEW CONC.
SIDEWALK
6"
EXIST. CONC.
SIDEWALK
6"
LIGHTLY
OIL DOWEL
#5 SMOOTH
DOWELS 12"
LONG @ 9" O.C,
1" DIA. DRILLED
HOLE EMBED 12"
LONG SMOOTH
DOWELS WITH
EPOXY
NEW CONC.
SIDEWALK
PLAN - CONC. SIDEWALK
6" BASE
COURSE
NOT TO SCALE
A7
CONCRETE CONNECTION DETAILS
2'-6 3/4"
E Q
CURB LINE
CURB GRADE
6" BASE COURSE OR
MATCH EXISTING,
WHICHEVER IS
GREATER
COMPACTED SUBGRADE
2 - #5 DOWEL, 12" LONG,
EQUALLY SPACED
#5 DOWEL
VAR
IE
S
3"
EXIST. CONC.
GUTTER
1" DIA. DRILLED
HOLE EMBED 12"
LONG SMOOTH
DOWELS WITH
EPOXY
LIGHTLY
OIL DOWEL
2-#5 SMOOTH
DOWELS, 12"
LONG, EQUALLY
SPACED
1 - #5
SMOOTH DOWELS
SEE SECTION
NEW CONC.
GUTTER
B BA A
PLAN - CONC. CURB & GUTTER
SECTION B
E Q
NOT TO SCALE
F1
PAV'T CONN. TO GUTTER DETAIL
PRIME COAT
NEW
AGGREGATE
BASE COURSE
NEW A.C. PAV'T
SEE NOTE
EXIST.
AGGREGATE
BASE COURSE
SAW CUT
AND APPLY
TACK COAT
EXIST. A.C.
PAVEMENT
CONC CURB AND
GUTTER
SEE DET.
18" MIN.
F5
CS501
COMPACTED
SUBGRADE
NOTE:
ALONG ROADWAYS, NEW A.C. PAV'T THICKNESS
SHALL BE A MINIMUM OF 4 INCHES OR MATCH
EXISTING A.C. PAV'T, WHICHEVER IS GREATER
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
J P
J P
D M
X X
F Y
I L
D
D
E V
E L
O P
M E
N
T E
R
A L
I A
M A
L
I T
A R
Y
R
E S
E R
V A
T I O
N
O
A H
U
H
A W
A I I
H O
N O
L U
S
T R
I C
T
B
U I L
D I N
G
F O
A
F T
E R
O
A H
U
H
A W
A I I
R E
G I O
N A
L
E
N G
I N
E E
R I N
G
C
E N
T E
R
H O
N O
L U
G
I N
E E
R I N
G
D
I S
T R
I C
T
H O
N O
L U
L U
H
A W
A I I
DESIGN COMPLETE
CS501
S I T
E
D
E T
A I
POST CAP
TOP RAIL
LINE POST
CORNER, END OR
PULL POST
FINISHED GRADE
10'-0" MAX SPACING
PROVIDE CONCRETE FOOTING. DIAMETER OF
FOOTING SHALL BE 4X POST DIAMETER (TYP.)
TIE WIRES (TYP.) ALONG TOP RAILS
AND POSTS
TENSION WIRE
T Y
P
KNUCKLED
FABRIC TOP
3/8" DIA TRUSS ROD
(EXTEND TO TOP RAIL
FOR 4'-6" FENCE)
BRACE RAIL AT
INTERMEDIATE, CORNER,
AND END. (NOT REQUIRED
FOR 4'-6" PLAYGROUND FENCE)
CHAIN LINK
FENCE FABRIC
SEE SPECIFICATIONS
NOT TO SCALE
A1
CHAIN LINK FENCE DETAIL
F
X T
E R
I O
R
S
I T
E
F
E N
C E
S
F
A
Y G
R O
U N
N
C E
S
E Q
E
Q
LINE POST
CAP
FABRIC BAND
BRACE OR BOTTOM RAIL
CORNER OR END OR GATE POST
TURNBUCKLE
TENSION BAR
TENSION OR
RAIL END W/ OFFSET LUG
BRACE BAND
BOLT & NUT
BRACE RAIL
TRUSS ROD
BRACE BAND
ROUND LINE
POST
5/16" Ø BOLT W/
HEX NUT
BRACE OR BOTTOM RAIL
RAIL END W/ OFFSET LUG
ELEVATION - ROUND POST
PLAN - CORNER POST
PLAN - ROUND POST
PLAN - ROUND POST
ATTACHMENT
ELEVATION
ROUND POST
ATTACHMENT
9-GAGE STEEL TIE WIRE
(15" O.C. MAX. AND
WITHIN 4" FROM TOP
AND BOTTOM OF
FABRIC)
FENCE FABRIC
9-GAGE STEEL
TIE WIRES
(2'-0" O.C. MAX.)
ELEVATION
TOP OR BRACE
RAIL ATTACHMENT
ELEVATION - CORNER POST
VARIES
CONC.
SIDEWALK
7"
R=1/4"
AC PAV'T
OR GUTTER
CURB
GRADE
R=1"
6"
FLUSH WITH
CONC. GUTTER
OR CONC. PAV'T
A
A
SECTION
ELEVATION
1 2
1 2
NOT TO SCALE
CONCRETE DROP CURB DETAIL
A7
#4 REBAR
2-#3 CONT.
1"
2"
TYPICAL SECTION
FINISH
PAV'T
GRADE
GROUT
HOLE AS
REQUIRED
NOT TO SCALE
E7
WHEELSTOP DETAIL
3 1/4"
2 3/4"
ISOMETRIC
7/8" DIA.
HOLE (TYP.
OF 2)
ROUND TOP
OF CONC.
1'-3"Ø
SET PIPE IN
CONCRETE
4"Ø GALV STEEL PIPE,
SCH 40, FILLED WITH
CONC. AND PAINTED
YELLOW
FINISH GRADE
BOLLARD DETAIL
E5
SCALE: NOT TO SCALE
NOT TO SCALE
C7
EMERGENCY GENERATOR
CONCRETE PAD DETAIL
WIDTH AND LENGTH
AS INDICATED
#4 @ 12" O.C. EACH WAY
AT MID-POINT OF SLAB.
HOOK ENDS 6"
3"
V A
R I E
S
6"
SLOPE IN DIRECTION
OF DRAINAGE
T
O
BASE COURSE
#4 CONT. ALL
AROUND
FINISH GRADE
1" CHAMFER
BROOM FINISH
1H:1V
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
J P
J P
D M
X X
F Y
I L
D
D
E V
E L
O P
M E
N
T E
R
A L
I A
M A
L
I T
A R
Y
R
E S
E R
V A
T I O
N
O
A H
U
H
A W
A I I
H O
N O
L U
S
T R
I C
T
B
U I L
D I N
G
F O
A
F T
E R
O
A H
U
H
A W
A I I
R E
G I O
N A
L
E
N G
I N
E E
R I N
G
C
E N
T E
R
H O
N O
L U
G
I N
E E
R I N
G
D
I S
T R
I C
T
H O
N O
L U
L U
H
A W
A I I
DESIGN COMPLETE
CS502
S I T
E
D
E T
A I L
S
NOT TO SCALE
A1
DOUBLE SWING GATE DETAIL
POST CAP
TOP RAIL
GATE POST
FINISHED
GRADE
PROVIDE CONCRETE
FOOTING. DIAMETER OF
FOOTING SHALL BE 4X
POST DIAMETER (TYP.)
T Y
P
KNUCKLED
FABRIC TOP
CHAIN LINK
FENCE FABRIC
3/8" DIA
TRUSS ROD
GATE
HINGE
GATE LATCH
FOR PLAYGROUND
AREAS AT 4'-0"
TENSION
WIRE
CONCRETE
COMPACT SAND
1" DIA. PVC PIPE
DROP BAR
F
C
H A
N I C
A L
Y
A R
D
F
A
Y G
R O
U N
N
C E
S
E Q
E
Q
GATE LATCH
FOR MECH.
ENCLOSURE
AT 3'-6"
8' WIDE DOUBLE SWING GATE
8'-0"
22' WIDE DOUBLE SWING GATE
(RIGHT SIDE)
ADD VERTICAL
BRACE RAIL
EQ EQ
11'-0"
F
T
E R
I O
R
S
I T
E
F
E N
C E
BRACE RAIL
TO NEXT LINE
POST
MIRROR GATE LAYOUT
FOR OTHER SIDE
2-3/8" DIA
TRUSS ROD
POST CAP
TOP RAIL
GATE POST
FINISHED
GRADE
PROVIDE CONCRETE
FOOTING. DIAMETER OF
FOOTING SHALL BE 4X
POST DIAMETER (TYP.)
T Y
P
KNUCKLED
FABRIC TOP
CHAIN LINK
FENCE FABRIC
3/8" DIA
TRUSS ROD
GATE
HINGE
NOT TO SCALE
A7
4' WIDE SWING GATE DETAIL
TENSION
WIRE
F
T
E R
I O
R
S
I T
E
F
E N
C E
S
F
A
Y G
R O
U N
N
C E
S
E Q
E
Q
GATE LATCH
FOR EXTERIOR
SITE FENCES
AT 3'-6"
GATE LATCH
FOR PLAYGROUND
AREAS AT 4'-0"
BRACE RAIL
TO NEXT LINE
POST
4'-0"
STANDARD U-BOLT
OPPOSING BARREL
HINGE PIN AND
PLATE
RETAINER BOLT
HINGE COLLAR
HINGE BOLT
LATCH
3/16"
OPPOSING BARREL
HINGE PIN AND PLATE
GATE POST
GATE
LEAF
POST
FENCE POST
HINGE ASSEMBLY
STANDARD U-BOLT
SECURING HOLE
FOR LOCK
PLAN
ELEVATION -
GATE HINGE DETAIL
PLAN
ELEVATION -
GATE LATCH DETAIL
12:1
MAX.
12:1
MAX.
M A
X
M A
X
48:1
MAX.
5'-0"
VARIESVARIES
A.C. PAV'T
A
A
SEE PLAN VARIESVARIES
CONC.
CURB
BEHIND
GRADE
BEYOND
GUTTER LINETOP OF CURB
ROUGHEN CONC.
SURFACE BY BROOM
FINISHING IN THE
DIRECTION SHOWN
M A
X
ELEVATION
PLAN - TYPE "B"
NOT TO SCALE
TYPE "A" & "B" CURB RAMP
E4
10:1
MAX.
10:1
MAX.
M A
X
48:1
MAX.
4'
VARIESVARIES
DROP CURB
SEE DET.
A
A
PLAN - TYPE "A"
A7
CS502
M I N
A.C. PAV'T
DETECTABLE WARNING
SURFACE, SEE DET.
E8
CS503
M A
X
DETECTABLE
WARNING
SURFACES
SEE NOTE 2
PLAN VIEW
SEE DOME
DETAIL AND
SPACING
NOTES:
1. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED
DOMES WITH DIAMETER, HEIGHT, AND SPACING AS INDICATED.
2. THE MATERIALS USED FOR DETECTABLE WARNINGS SHALL BE
"SAFETY YELLOW" IN COLOR AND SHALL BE AN INTERGRAL PART
OF THE DETECTABLE WARNING SURFACES.
3. DETECTABLE WARNING SHALL BE PRECAST POLYMER CONCRETE
MATERIAL.
DETECTABLE
WARNINGS
SEE NOTE 1
E8
DETECTABLE WARNING DETAIL
NOT TO SCALE
2'
C
L
C
L
C
L
C
L
1.69"
B
DOME SPACING
B
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
J P
J P
D M
X X
F Y
I L
D
D
E V
E L
O P
M E
N
T E
R
A L
I A
M A
L
I T
A R
Y
R
E S
E R
V A
T I O
N
O
A H
U
H
A W
A I I
H O
N O
L U
S
T R
I C
T
B
U I L
D I N
G
F O
A
F T
E R
O
A H
U
H
A W
A I I
R E
G I O
N A
L
E
N G
I N
E E
R I N
G
C
E N
T E
R
H O
N O
L U
G
I N
E E
R I N
G
D
I S
T R
I C
T
H O
N O
L U
L U
H
A W
A I I
DESIGN COMPLETE
CS503
S I T
E
D
E T
A I
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
J P
J P
D M
X X
F Y
I L
D
D
E V
E L
O P
M E
N
T E
R
A L
I A
M A
L
I T
A R
Y
R
E S
E R
V A
T I O
N
O
A H
U
H
A W
A I I
H O
N O
L U
S
T R
I C
T
B
U I L
D I N
G
F O
A
F T
E R
O
A H
U
H
A W
A I I
R E
G I O
N A
L
E
N G
I N
E E
R I N
G
C
E N
T E
R
H O
N O
L U
G
I N
E E
R I N
G
D
I S
T R
I C
T
H O
N O
L U
L U
H
A W
A I I
DESIGN COMPLETE
CP101
S I G
N I N
G
A
R
I P
I N
G
P
L A
N
A1
SIGNING AND STRIPING PLAN
SCALE: 1"=20'
40'0 20'
SCALE : 1"=20'
S
A
S
S
A
F
R
I
V
E
162'
18 STALLS AT 9'
180'
20 STALLS AT 9'
135'
15 STALLS AT 9'
63'
25'
"STOP" PAV'T MARKING,
STOP BAR, AND STOP SIGN
A9
CP502
45'
5 STALLS AT 9'
243'
27 STALLS AT 9'
ACCESSIBLE PARKING
STALL AND SYMBOL (TYP.)
A1
CP501
CROSSWALK STRIPING
A1
CP502
PAV'T ARROW
MARKING, TYP.
A7
CP502
4" YELLOW STRIPED MEDIAN
WITH 45° TRANSVERSE STRIPE
10' O.C., AND TYPE D RPM
ACCESS AISLE
4" BLUE STRIPE,
45°AT 30" O.C.
WHEEL
STOP (TYP.)
E7
CS502
14'
10'
10'
10'
12.5' 12.5'9'
A4
CP501
T Y
P
T Y
P
T Y
P
"DO NOT ENTER"
AND STOP SIGN
E3
CP502
12" WIDE WHITE
STOP BAR
PARKING STALL SHALL
BE 9'X18.5' WITH 4"
WHITE STRIPES (TYP.)
PLAN NORTH
5 ADA STALLS WITH
ACCESS AISLES
63'
7 STALLS AT 9'
CROSSWALK SIGN,
SEE DET. E7/CP502
153'
17 STALLS AT 9'
CROSSWALK
STRIPING
DUAL TURN
PAV'T ARROW
MARKING, TYP.
A7
CP502
9'10' 25'
"DO NOT ENTER"
AND STOP SIGN
A6
CP501
18'
10'36'
12.5'
"NO RIGHT TURN" SIGN
F5
CP502
"DO NOT ENTER" SIGN
E5
CP502
2' TYP.
T
Y P
5' 8'
5'
4" WHITE
STRIPE
4" WHITE
45° TRANVERSE
STRIPE, AT 30" O.C.
PAINT CURB
RED
FIRE LANE/
NO PARKING SIGN
D6
CP501
FIRE LANE
BOLLARD AND CHAIN
D8
CP501
BLUE REFLECTIVE
MARKER
A8
CU501
5'
VAN ACCESSIBLE PARKING SIGN &
VAN ACCESSIBLE AISLE SIGN (TYP.)
ACCESSIBLE PARKING SIGN &
ACCESSIBLE AISLE SIGN (TYP.)
D1
CP501
D4
CP501
1' 3'
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
J P
J P
D M
X X
F Y
I L
D
D
E V
E L
O P
M E
N
T E
R
A L
I A
M A
L
I T
A R
Y
R
E S
E R
V A
T I O
N
O
A H
U
H
A W
A I I
H O
N O
L U
S
T R
I C
T
B
U I L
D I N
G
F O
A
F T
E R
O
A H
U
H
A W
A I I
R E
G I O
N A
L
E
N G
I N
E E
R I N
G
C
E N
T E
R
H O
N O
L U
G
I N
E E
R I N
G
D
I S
T R
I C
T
H O
N O
L U
L U
H
A W
A I I
DESIGN COMPLETE
CP101A
S I G
N I N
G
A
R
I P
I N
G
P
L A
N
O P
T I O
N
A1
SIGNING AND STRIPING PLAN - OPTION
SCALE: 1"=20'
40'0 20'
SCALE : 1"=20'
S
A
S
S
A
F
R
I
V
E
162'
18 STALLS AT 9'
180'
20 STALLS AT 9'
135'
15 STALLS AT 9'
25'
"STOP" PAV'T MARKING,
STOP BAR, AND STOP SIGN
72'
8 STALLS AT 9'
324'
36 STALLS AT 9'
CROSSWALK STRIPING
A1
CP502
PAV'T ARROW
MARKING
A7
CP502
"RIGHT TURN ONLY" SIGN,
SEE DET. C9/CP502
WHEEL
STOP (TYP.)
E7
CS502
26'
10'
10' 10'
12.5' 12.5'9'
T Y
P
T Y
P
T Y
P
"DO NOT ENTER"
AND STOP SIGN
12" WIDE WHITE
STOP BAR
PARKING STALL SHALL
BE 9'X18.5' WITH 4"
WHITE STRIPES (TYP.)
PLAN NORTH
5 ADA STALLS WITH
ACCESS AISLES
144'
16 STALLS AT 9'
CROSSWALK SIGN,
SEE DET. E7/CP502
162'
18 STALLS AT 9'
CROSSWALK
STRIPING
OPTION
36'
12.5'
10'
2'
PAV'T ARROW
MARKING
A7
CP502
A9
CP502
E3
CP502
PAINT CURB
RED
T
Y P
FIRE LANE/
NO PARKING SIGN
D6
CP501
FIRE LANE
BOLLARD AND CHAIN
D8
CP501
4" YELLOW STRIPED MEDIAN
WITH 45° TRANSVERSE STRIPE
10' O.C., AND TYPE D RPM
A6
CP502
PAV'T ARROW
MARKING
63'
ACCESSIBLE PARKING
STALL AND SYMBOL (TYP.)
A1
CP501
ACCESS AISLE
4" BLUE STRIPE,
45°AT 30" O.C.
A4
CP501
VAN ACCESSIBLE PARKING SIGN &
VAN ACCESSIBLE AISLE SIGN (TYP.)
5' 8'
5'
4" WHITE
STRIPE
4" WHITE
45° TRANVERSE
STRIPE, AT 30" O.C.
ACCESSIBLE PARKING SIGN &
ACCESSIBLE AISLE SIGN (TYP.)
D1
CP501
D4
CP501
BLUE REFLECTIVE
MARKER
A8
CP501
LIMITS OF OPTION
1' 3'
13'
NOTES:
1. ACCESSIBILITY LOGO TO BE WHITE, 3' WIDE,
SURROUNDED BY A BLUE SQUARE.
2. SEE DET. SHEET A1/CP501 FOR LOGO LOCATION.
R=4"
2"
10"
1'-6"
R=15"
BLUE SQUARE,
5'X'5'
NOT TO SCALE
ACESSIBILITY LOGO
A4
NOTE:
1. ALL STRIPES TO BE BLUE TRAFFIC PAINT,
4" WIDE UNLESS NOTED OTHERWISE.
ACCESSIBILITY
LOGO, TYP
SEE DET.
A4
CP501
BLUE STALL
MARKING, TYP
CONC.
HEADER
WHEEL STOP,
SEE DETAIL
E7
CS502
9'-0"
6'-0"
1'-6"
5'-0"
2'-0"
NOT TO SCALE
ACESSIBLE PAVEMENT MARKING DETAIL
A1
2" RADIUS
BORDER AND TEXT
SCREENPRINTED
PANTONE GREEN C.
TYPE FACE: HELV.
COND. (CONDENSE
MANUALLY).
3 4
1 4
1'-0"
1" TEXT AND
1/2" LINE
SPACING
1/2" TEXT AND
1/4" LINE
SPACING
BORDER AND TEXT
SCREENPRINTED
PANTONE GREEN C.
TYPE FACE: HELV.
COND. (CONDENSE
MANUALLY).
SCREENPRINTED
TO MATCH BLUE
PANTONE 300 C
ARTWORK PROVIDED
BY DESIGNER
1 4
1 4
1 4
1 4
1'-0"
NOTES:
1. SIGNS SHALL BE ALUM T6061 SHEET COVERED WITH ENGINEERING
GRADE REFLECTIVE SHEETING.
2. SIGN LETTERING SHALL BE UPPER CASE LETTERING OF THE TYPE
APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION.
3. COMPLY WITH THE UNIFORM STANDARD PRESCRIBED BY THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS
AND HIGHWAYS (INCORPORATED BY REFERENCES IN 23 CFR PART
655, SUBPART F).
1 4
NOTES:
1. SIGNS SHALL BE ALUM T6061 SHEET COVERED WITH
ENGINEERING GRADE REFLECTIVE SHEETING.
2. SIGN LETTERING SHALL BE UPPER CASE LETTERING OF THE
TYPE APPROVED BY THE FEDERAL HIGHWAY
ADMINISTRATION.
NOT TO SCALE
VAN ACCESSIBLE PARKING SIGN
D1
NOT TO SCALE
ACCESS AISLE SIGN
D4
ADD VAN ACCESIBLE SIGN BELOW
FOR VAN ACCESIBLE STALL SHOWN
ON CP101/CP101A
2" RADIUS
BORDER AND TEXT
SCREENPRINTED
PANTONE RED 187C.
TYPE FACE: HELV.
COND. (CONDENSE
MANUALLY).
3 4
1 4
1'-0"
1 4
NOTES:
1. SIGNS SHALL BE ALUM T6061 SHEET COVERED WITH
ENGINEERING GRADE REFLECTIVE SHEETING.
2. SIGN LETTERING SHALL BE UPPER CASE LETTERING OF THE
TYPE APPROVED BY THE FEDERAL HIGHWAY
ADMINISTRATION.
NOT TO SCALE
FIRE LANE/NO PARKING SIGN
D6
STEEL DOME TOP,
WELDED TO TOP
OF BOLLARD
M
I N
1'-3"Ø
5"Ø GALV STEEL PIPE
SLEEVE, SCH 40,
SET PIPE IN CONCRETE
SEE NOTE 4
4"Ø GALV STEEL PIPE,
SCH 40
FINISH GRADE
D8
NOT TO SCALE
U BOLT WELDED
TO POST
GALVANIZED COILED
STEEL CHAIN (GRADE 30)
WITH SNAP HOOK AND
PADLOCK AT ONE END.
SECURE OTHER END TO U
BOLT, SEE NOTE 2
FIRE LANE - REMOVABLE
BOLLARD AND CHAIN DETAIL
RED REFLECTIVE
TAPE, 2" WIDE
AND 9" FROM
TOP OF BOLLARD
6" HANDLE,
ORIENT SO
HANDLE IS OUT
OF TRAVELED
WAY
NOTES:
1. ALL METAL SHALL BE GALVANIZED
AND PAINTED YELLOW
2. PROVIDE RED REFLECTIVE CHAIN
GUARDS OR SLEEVES
3. SEAL GAP BETWEEN CONDUITS
WITH DUCT SEAL FOR WATER TIGHT
FIT.
4. USE 5" PLUG TO PREVENT
CONCRETE FROM COMING UP 5"
PIPE SLEEVE.
M
I N
REFLECTIVE
SURFACE
3 7/8" TO 4"
T
O
1/2" TO 3/4"
NOTE:
PAVEMENT MARKER
AND ADHESIVE EPOXY
SHALL CONFORM TO
ASTM D 4280.
1/8"
MAX.
30°
MAX.
YELLOW
REFLECTIVE
MARKER, TYP.
10' O.C., SEE ABOVE
STRIPED MEDIAN
NOT TO SCALE
A6
TYPE D - REFLECTIVE RAISED
PAVEMENT MARKER DETAIL
NOTE:
REFLECTIVE MARKER SHALL
CONFORM TO SECTION
755.02(C) OF THE HIDOT
STANDARD SPECIFICATIONS
FOR ROAD, BRIDGE AND
PUBLIC WORKS
CONSTRUCTION
BLUE
REFLECTIVE
MARKER PER
BWS STD
4"
UNMARKED
CENTER
LINE
HYDRANT MARKER
FH
ROADWAY
FIRE HYDRANT MARKER DETAIL
NOT TO SCALE
A8
REFLECTIVE
SURFACE
3 7/8" TO 4"
T
O
1/2" TO 1"
NOTE:
PAVEMENT MARKER
AND ADHESIVE EPOXY
SHALL CONFORM TO
ASTM D 4280.
1/8"
MAX.
30°
MAX.
TWO-WAY REFLECTIVE RAISED
PAVEMENT MARKER DETAIL
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
J P
J P
D M
X X
F Y
I L
D
D
E V
E L
O P
M E
N
T E
R
A L
I A
M A
L
I T
A R
Y
R
E S
E R
V A
T I O
N
O
A H
U
H
A W
A I I
H O
N O
L U
S
T R
I C
T
B
U I L
D I N
G
F O
A
F T
E R
O
A H
U
H
A W
A I I
R E
G I O
N A
L
E
N G
I N
E E
R I N
G
C
E N
T E
R
H O
N O
L U
G
I N
E E
R I N
G
D
I S
T R
I C
T
H O
N O
L U
L U
H
A W
A I I
DESIGN COMPLETE
CP501
S I G
N I N
G
R
I P
I N
G
D
E T
A I L
S
R1-1
30" X 30"
NOTE:
SEE DETAIL E1/CP502
FOR SIGN POST DETAIL
2'-6"
NOT TO SCALE
STOP SIGN
E3
NOTE:
LETTERING SHALL BE IN ACCORDANCE
WITH STATE DOT STANDARD PLANS TE-31.
6'-4"
NOT TO SCALE
STOP PAV'T MARKING
A9
34'-0"
36"24" 12"
9'-0"
12" WIDE WHITE
STOP BAR
"STOP" PAV'T MARKING,
SEE, DET. A9/CP502
10'-0"
NOT TO SCALE
INTERSECTION PAV'T MARKING DETAIL
A1
STOP SIGN
12" WIDE WHITE
CROSSWALK MARKING
12'-6"12'-6"
9'-4"
4'-4"
5'-0"
4"
11"
8'-3"
13'-4"
1'-11"
3'-1"
1'-8"
8'-3"
1'-11"
3'-1"
1'-8"
11"
R=4'-4"
11"
8'-3"
1'-11"
3'-1"
1'-8"
R=4'-4"
NOT TO SCALE
PAV'T ARROW DETAILS
A7
WHITE PAV'T
ARROW, TYP.
R=4'-4"
SIGN
2" DIA.
GALV.
PIPE POST
1'-0"
5/16" DIA. x
5" LONG
S.S. BOLT
CONC.
FOOTING
M
I N
M
A X
NOT TO SCALE
SIGN POST DETAIL
E1
2' MIN.
NOT TO SCALE
W11A-2
30" X 30"
2'-0"
24" X 18"
E7
PEDESTRIAN
CROSSING SIGN
R3-1
2'-6"
30" X 30"
NOT TO SCALE
NO RIGHT TURN SIGN
F5
NOTE:
SEE DETAIL E7/CP502
FOR SIGN POST DETAIL
R5-1
2'-6"
30" X 30"
NOTE:
SEE DETAIL E1/CP502
FOR SIGN POST DETAIL
NOT TO SCALE
DO NOT ENTER SIGN
E5
R3-5
2'-6"
30" X 36"
NOT TO SCALE
C9
NOTE:
SEE DETAIL E1/CP502
FOR SIGN POST DETAIL
ONLY
RIGHT TURN ONLY SIGN
(RIGHT ARROW)
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
J P
J P
D M
X X
F Y
I L
D
D
E V
E L
O P
M E
N
T E
R
A L
I A
M A
L
I T
A R
Y
R
E S
E R
V A
T I O
N
O
A H
U
H
A W
A I I
H O
N O
L U
S
T R
I C
T
B
U I L
D I N
G
F O
A
F T
E R
O
A H
U
H
A W
A I I
R E
G I O
N A
L
E
N G
I N
E E
R I N
G
C
E N
T E
R
H O
N O
L U
G
I N
E E
R I N
G
D
I S
T R
I C
T
H O
N O
L U
L U
H
A W
A I I
DESIGN COMPLETE
CP502
S I G
N I N
G
R
I P
I N
G
D
E T
A I
NOTE:
TRAFFIC SIGNS SHALL BE ALUMINUM
CONFORMING TO ASTM B209, ALLOY
6061-T6, WITH ENGINEERING GRADE
RETROREFLECTIVE SHEETING
S D
S D
SDSDSD
SD SD
S D
S D
SD SD SD
S D
S D
S D
SD
S
D
S
D
S
D
S
D
SDSD
S
D
S
D
S
D
S D
S D
S D
SDSD
S
D
SD
S D
SD
SD
S D
S D
S
D
SD SD
S D
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
J P
J P
D M
X X
F Y
I L
D
D
E V
E L
O P
M E
N
T E
R
A L
I A
M A
L
I T
A R
Y
R
E S
E R
V A
T I O
N
O
A H
U
H
A W
A I I
H O
N O
L U
S
T R
I C
T
B
U I L
D I N
G
F O
A
F T
E R
O
A H
U
H
A W
A I I
R E
G I O
N A
L
E
N G
I N
E E
R I N
G
C
E N
T E
R
H O
N O
L U
G
I N
E E
R I N
G
D
I S
T R
I C
T
H O
N O
L U
L U
H
A W
A I I
DESIGN COMPLETE
CG101
O V
E R
A L L
G
R A
D I N
G
P
L A
N
A1
OVERALL GRADING PLAN
SCALE: 1"=40'
80'0 40'
SCALE : 1"=40'
H A
L A
W
V
E
W
L
O O
P
SASSAFRAS DRIVE
RETAINING
WALL (TYP.)
FFE =
281.70
EXIST. FENCE
P
L
SWALE C
(TYP.)
L
B
C
D
D
B
A
C
PLAN NORTH
1+00
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
J P
J P
D M
X X
F Y
I L
D
D
E V
E L
O P
M E
N
T E
R
A L
I A
M A
L
I T
A R
Y
R
E S
E R
V A
T I O
N
O
A H
U
H
A W
A I I
H O
N O
L U
S
T R
I C
T
B
U I L
D I N
G
F O
A
F T
E R
O
A H
U
H
A W
A I I
R E
G I O
N A
L
E
N G
I N
E E
R I N
G
C
E N
T E
R
H O
N O
L U
G
I N
E E
R I N
G
D
I S
T R
I C
T
H O
N O
L U
L U
H
A W
A I I
DESIGN COMPLETE
CG102
G R
A D
I N
G
P
L A
N
A1
GRADING PLAN - 1
SCALE: 1"=20'
40'0 20'
SCALE : 1"=20'
SASSAFRAS DRIVE
RETAINING WALL B
SEE WALL PROFILES
FOR ELEVATIONS (TYP.)
FFE =
281.70
SWALE C
(TYP.)
L
SEE GRADING DETAIL A1/CG104
FOR DRIVEWAY ELEVATIONS
SEE GRADING DETAIL D1/CG104
FOR ACCESSIBLE PARKING STALL
ELEVATIONS
TC=278.13
BC=277.63
TC=278.30
BC=277.80
TC=279.07
BC=278.57
TC=279.09
BC=278.59
TC=278.89
BC=278.39
TC=280.70
BC=280.20
TC=279.28
BC=278.78
TC=278.61
BC=278.11
TC=277.94
BC=277.44
1.5%
(TYP.)
1.5%
(TYP.)
2.0%
RETAINING WALL A
SEE WALL PROFILES
FOR ELEVATIONS (TYP.)
SEE SHEET CG103
279.42
SEE GRADING DET. A1/CG105
MECHANICAL YARD ELEVATIONS
TC=280.70
BC=280.20
TOP BANK
281.61 281.61
281.50
281.41
281.47
281.62
280.79
277.40
277.20
278.10
1.5%1.5% 1.5% 1.8%
1.5%
279.50
1.00%
2.4%
2.1%
1.5%
(TYP.)
1.5%
281.55
3:1 MAX
SLOPE (TYP.)
277.10
TC=279.60
BC=279.10
PLAN NORTH
TC=279.05
BC=278.55
TC=279.38
BC=278.88
TC=278.49
BC=277.99
TC=278.46
BC=277.96
1.5%
(TYP.)
278.12
281.50
279.58
279.18
TC=279.55
BC=279.05
TC=279.34
BC=278.84
TC=278.44
BC=277.94
281.68 281.68281.68281.68
281.68
281.68
281.61
277.80
TC=279.88
BC=279.38
TC=279.69
BC=279.19
TC=279.44
BC=278.94
TC=278.75
BC=278.25
TC=278.42
BC=277.92
TC=279.52
BC=279.02
TC=279.35
BC=278.85
TC=280.42
BC=279.92
TC=278.33
BC=277.83
TC=279.33
BC=278.83
279.53
1.8%
278.51
TC=279.31
BC=278.81
1.6%
281.68281.68 281.68
281.68
283.00
STA. 1+51.32
BW=283.00
TW=282.00
BW=279.50
STA. 0+72.72
BW=278.95
STA. 0+60.00
BW=278.90
STA. 1+00
BW=261.55
272.15
272.05
STA. 2+57
BW=251.92
STA. 3+42.49
BW=252.27
TC=278.44
BC=277.94
TOP
BANK
5' @ 2.0%
(TYP.)
2' @ 2.0%
(TYP.)
TW=272.50
BW=269.3±
AA
D
B B
245.00
244.58
279.50
244.80
244.90
SEE DET.
E8/CU510
FOR HEADWALL
ELEVATIONS
244.85
244.81
TC=~265.85
MATCH EXIST.
BC=~265.35
MATCH EXIST.
~265.45
MATCH EXIST.
TC=~256.55
MATCH EXIST.
BC=~255.95
MATCH EXIST.
~256.05
MATCH EXIST.
244.46
244.40
STA. 1+85
BW=255.94
278.05
STA. 1+12.20
BW=260.00
281.21
TC=279.00
BC=278.50
TC=279.30
BC=278.80
279.40
STA. 2+67
BW=251.65
BOTTOM ELEVATION
OF MSE WALL
GRADING
LIMITS (TYP.)
TOP WIDTH
OF MSE WALL
1.5%
TC=280.70
BC=280.20
TC=277.98
BC=277.48
277.25
TC=279.00
BC=278.50
279.09
278.84
1.5%
TC=279.80
BC=279.30
1.5%
1.5%
BC=278.50
TC=279.18
BC=278.68
TC=279.80
BC=279.30
TC=279.00
281.61
278.65
281.60
TW=283.00
BW=280.51
TW=283.00
BW=280.79
TW=283.00
BW=279.55
279.22
279.25
278.91
278.89
279.17
279.13
278.73
278.80
280.96
278.15
278.47
TC=278.55
BC=278.05
TC=278.15
BC=277.65
TC=278.77
BC=278.27
DRAIN AWAY
FROM WALL
4' WIDE
@ 2% SLOPE
SEE GRADING DET. B8/CG106
GENERATOR PAD AND
SWALE ELEVATIONS
2.0%
MATCH EXIST. PAVEMENT ELEVATIONS AND CROSS
SLOPE AT SAW CUT LIMITS. SEE DET. A4, F1, F5 ON CS501
FOR GUTTER AND SIDEWALK SLOPES, AND CURB HEIGHT.
USE A 3:1 MAX SLOPE TO DAYLIGHT FROM BACK OF
SIDEWALK TO EXIST. GROUND AS REQUIRED.
278.85
277.33
278.65
1.5%
(TYP.)
1.5%
(TYP.)
1+00
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
J P
J P
D M
X X
F Y
I L
D
D
E V
E L
O P
M E
N
T E
R
A L
I A
M A
L
I T
A R
Y
R
E S
E R
V A
T I O
N
O
A H
U
H
A W
A I I
H O
N O
L U
S
T R
I C
T
B
U I L
D I N
G
F O
A
F T
E R
O
A H
U
H
A W
A I I
R E
G I O
N A
L
E
N G
I N
E E
R I N
G
C
E N
T E
R
H O
N O
L U
G
I N
E E
R I N
G
D
I S
T R
I C
T
H O
N O
L U
L U
H
A W
A I I
DESIGN COMPLETE
CG102A
G R
A D
I N
G
P
L A
N
O P
T I O
N
A1
GRADING PLAN - 1 - OPTION
SCALE: 1"=20'
40'0 20'
SCALE : 1"=20'
SASSAFRAS DRIVE
FFE =
281.70
SEE GRADING DETAIL A1/CG104
FOR DRIVEWAY ELEVATIONS
SEE GRADING DETAIL D1/CG104
FOR ACCESSIBLE PARKING STALL
ELEVATIONS
TC=280.70
BC=280.20
TC=278.81
BC=278.31
TC=279.28
BC=278.78
TC=278.92
BC=278.42
TC=279.28
BC=278.78
TC=279.08
BC=278.58
TC=278.58
BC=278.08
TC=277.94
BC=277.44
1.5%
(TYP.)
1.5%
(TYP.)
RETAINING WALL A
SEE WALL PROFILES
FOR ELEVATIONS (TYP.)
SEE SHEET CG103
TC=280.70
BC=280.20
281.61 281.61
281.50
281.41
281.47
281.62
280.79
278.31
2.0% 1.7% 1.7%
1.0% 1.0%
279.08
279.20
279.01
1.5%
(TYP.)
PLAN NORTH
1.5%
(TYP.)
281.50
280.79
TC=279.51
BC=279.01
TC=279.46
BC=278.96
TC=278.78
BC=278.28
TC=278.64
BC=278.14
277.75
281.68 281.68281.68281.68
281.68
281.68
281.61
TOP
BANK
5' @ 2.0%
(TYP.)
OPTION
SEE GRADING DET. A1/CG105
FOR MECHANICAL YARD ELEVATIONS
281.68281.68 281.68
281.68
2' @ 2.0%
(TYP.)
283.00
STA. 1+16.56
BW=283.00
STA. 1+03.36
BW=283.00
TW=284.00
BW=277.90
STA. 0+45.05
BW=278.90
279.18
AA
D
TC=280.70
BC=280.20
245.00
SEE DET.
E8/CU510
FOR HEADWALL
ELEVATIONS
TC=~265.85
MATCH EXIST.
BC=~265.35
MATCH EXIST.
~265.45
MATCH EXIST.
TC=~256.55
MATCH EXIST.
BC=~255.95
MATCH EXIST.
~256.05
MATCH EXIST.
244.58
244.80
244.90
244.85
244.81
244.46
244.40
3:1 MAX
SLOPE (TYP.)
272.05
STA. 2+57
BW=251.92
TW=272.50
BW=269.3±
279.50
STA. 1+85
BW=255.94
STA. 1+12.20
279.40
BW=260.00
281.55
281.21
STA. 3+42.49
BW=252.27
272.15
STA. 2+67
BW=251.65
BOTTOM ELEVATION
OF MSE WALL
TOP WIDTH
OF MSE WALL
B B
TC=278.13
BC=277.63
TC=278.30
BC=277.80
TC=279.09
BC=278.59
TC=278.89
BC=278.39
TC=280.70
BC=280.20
277.20
278.10
1.5%1.5% 1.5%
2.4%
2.1%
1.5%
TC=279.60
BC=279.10
TC=279.05
BC=278.55
TC=279.38
BC=278.88
TC=278.49
BC=277.99
TC=278.46
BC=277.96
278.12
279.58
TC=278.44
BC=277.94
TC=279.00
BC=278.50
TC=277.98
BC=277.48
277.25
281.61
LIMITS OF
OPTION
RETAINING WALL B
SEE WALL PROFILES
FOR ELEVATIONS (TYP.)
277.40
281.40
TW=283.00
BW=278.90
TW=283.00
BW=280.79
TW=283.00
BW=279.38
279.22
279.25
278.91
278.89
279.17
279.13
278.73
278.80
280.96
2.1% 1.5%
278.15
278.47
TC=278.55
BC=278.05
TC=278.15
BC=277.65
TC=278.77
BC=278.27
SWALE C
(TYP.)
L
2.0%
279.42
TOP BANK
277.80
279.50
279.18
GRADING
LIMITS (TYP.)
SEE GRADING DET. B8/CG106
GENERATOR PAD AND
SWALE ELEVATIONS
2.0%
DRAIN AWAY FROM WALL
4' WIDE @ 2% SLOPE
STA. 1+00
BW=261.55
MATCH EXIST. PAVEMENT ELEVATIONS AND CROSS
SLOPE AT SAW CUT LIMITS. SEE DET. A4, F1, F5 ON CS501
FOR GUTTER AND SIDEWALK SLOPES, AND CURB HEIGHT.
USE A 3:1 MAX SLOPE TO DAYLIGHT FROM BACK OF
SIDEWALK TO EXIST. GROUND AS REQUIRED.
277.10
278.05
278.65
278.85
277.33
278.65
281.62
1.5%
(TYP.)
7+00
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
J P
J P
D M
X X
F Y
I L
D
D
E V
E L
O P
M E
N
T E
R
A L
I A
M A
L
I T
A R
Y
R
E S
E R
V A
T I O
N
O
A H
U
H
A W
A I I
H O
N O
L U
S
T R
I C
T
B
U I L
D I N
G
F O
A
F T
E R
O
A H
U
H
A W
A I I
R E
G I O
N A
L
E
N G
I N
E E
R I N
G
C
E N
T E
R
H O
N O
L U
G
I N
E E
R I N
G
D
I S
T R
I C
T
H O
N O
L U
L U
H
A W
A I I
DESIGN COMPLETE
CG103
G R
A D
I N
G
P
L A
N
A1
GRADING PLAN - 2
SCALE: 1"=20'
40'0 20'
SCALE : 1"=20'
EXIST. FENCE
P
L
SWALE C
(TYP.)
L
280.71
280.61
280.16
280.46 HP
280.41
279.91
279.45
280.05
279.85
280.90
281.55
281.61
279.63
2.0%
281.45
281.61
FFE =
281.70
SEE SHEET CG102
TC=281.31
BC=280.81
1.5%
(TYP.)
TC=281.51
BC=281.01
TC=281.61
BC=281.11
TC=281.61
BC=281.11
279.95
281.61
281.47
280.10
279.41
2.0%
281.61
281.60
281.55
280.27
280.00
SEE GRADING DET. A1/CG106
FOR FIRE ACCESS ROAD
TURNAROUND ELEVATIONS
281.61
280.71
281.40
M
A X
M
A X
2.0%
MAX
M A
X
RETAINING WALL B
SEE WALL PROFILES
FOR ELEVATIONS (TYP.)
RETAINING WALL A
SEE WALL PROFILES
FOR ELEVATIONS
(TYP.)
SWALE C
(TYP.)
L
TOP
BANK
PLAN NORTH
1.5%
(TYP.)
1.5%
(TYP.)
1.5%
(TYP.)
1.5%
(TYP.)
279.45
281.68281.68
281.68
281.68 281.68 281.68
281.50
281.68
281.68
281.68
2.0%
279.97 HP
2.0%
281.61
STA. 4+35.30
BW=283.94
STA. 5+66.11
BW=294.15
STA 6+31.35
BW=295.35
STA. 8+20.28
BW=284.95
STA. 5+30.26
BW=256.1±
STA. 7+61.11
BW=279.95±
C
D
C
TC=281.17
BC=280.67
281.68
281.68
281.68
281.68
281.68
TC=280.95
BC=280.45
TC=280.81
BC=280.31
281.70
280.00
277.98
280.28
280.77
280.41
BOTTOM ELEVATION
OF MSE WALL
TOP WIDTH
OF MSE WALL
280.75
281.08 HP
280.98
BOTTOM
BANK
281.20
282.80
283.10
2:1 MAX
SLOPE, SEE NOTE
NOTE:
VOLCANIC TUFF IS ANTICIPATED TO BE ENCOUNTERED
AT ELEVATIONS 5 FEET BELOW EXISTING GROUND BASED
ON BORING LOGS. THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE COR IF VOLCANIC TUFF IS NOT
ENCOUNTERED AT ELEVATIONS SHOWN ALONG THE 2:1
CUT SLOPE.
TOP BANK
DRAIN AWAY
FROM WALL
15' WIDE
@ 2% SLOPE
284.30
281.83
281.97
STA. 7+08.43
BW=290.09
DRAIN AWAY
FROM WALL
6' WIDE
@ 2% SLOPE
281.85
285.33
295.20
295.20
294.60
293.20
282.30
281.85
282.40
279.50
TC=281.55
BC=281.05
280.25
284.18
294.90
294.30
293.50
293.85
289.79
281.79
281.68
285.13
STA. 6+70
BW=268.7±
TC=281.61
BC=281.11
1.5%
(TYP.)
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
J P
J P
D M
X X
F Y
I L
D
D
E V
E L
O P
M E
N
T E
R
A L
I A
M A
L
I T
A R
Y
R
E S
E R
V A
T I O
N
O
A H
U
H
A W
A I I
H O
N O
L U
S
T R
I C
T
B
U I L
D I N
G
F O
A
F T
E R
O
A H
U
H
A W
A I I
R E
G I O
N A
L
E
N G
I N
E E
R I N
G
C
E N
T E
R
H O
N O
L U
G
I N
E E
R I N
G
D
I S
T R
I C
T
H O
N O
L U
L U
H
A W
A I I
DESIGN COMPLETE
CG104
G R
A D
I N
G
D
E T
A I
A1
GRADING DETAIL - DRIVEWAY
SCALE: 1"=5'
10'0 5'
SCALE : 1"=5'
7.69%
D1
GRADING DETAIL - ACCESSIBLE PARKING STALLS
SCALE: 1"=5'
6.5' 5' 22' 6.5'
TC=280.61
BC=280.11
280.11
TC=280.61
BC=280.11
280.70
7.69%
7.69%
7.69%
TC=273.26
BC=272.76
TC=273.30
BC=272.80
TC=278.27
BC=277.77
TC=278.37
BC=277.87
278.13
278.51
~278.8 MATCH EXIST.
TC=~278.8 MATCH EXIST.
BC=~278.3 MATCH EXIST.
TC=278.05
BC=277.55
277.43
~270.2 M.E.
~270.7 M.E.
~278.2 MATCH EXIST.
TC=278.05
BC=277.55
BC=277.70
278.28
1.6%
TYP.
TC=~270.6 MATCH EXIST.
BC=~270.1 MATCH EXIST.
TC=272.82
BC=272.32
4%
TC=272.88
BC=272.88
TC=273.36
BC=272.86
279.78
TC=280.70
BC=280.20
279.81
TC=278.20
PLAN NORTH
TC=280.70
BC=280.20
TC=280.70
BC=280.20
TC=280.70
BC=280.20
280.70
280.79
TC=280.70
BC=280.20
279.83
280.11 280.11
0.90%
10'
6.5%
TW=282.00
BC=279.50
LIMITS OF
GRADING
1.2%0.40%
TC=280.62
BC=280.12
275.63
272.90
272.80
277.68
274.61 276.48
275.70
276.31 276.89
8.7%8.7%
276.07
275.19
273.95
10.9%
275.71274.86273.87
276.93
9.8%9.4%9.4%
10.7%
10.9%
10.3%
10.9%
6.5%6.5%
7.6%
12.7%
13.0%
272.70
272.42
TC=276.00
BC=275.50
.2
277.78
TC=278.43
BC=277.93
9'10.5' 12.5'
1.4%
DETECTABLE WARNING
SEE DET. E8/CS503
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
J P
J P
D M
X X
F Y
I L
D
D
E V
E L
O P
M E
N
T E
R
A L
I A
M A
L
I T
A R
Y
R
E S
E R
V A
T I O
N
O
A H
U
H
A W
A I I
H O
N O
L U
S
T R
I C
T
B
U I L
D I N
G
F O
A
F T
E R
O
A H
U
H
A W
A I I
R E
G I O
N A
L
E
N G
I N
E E
R I N
G
C
E N
T E
R
H O
N O
L U
G
I N
E E
R I N
G
D
I S
T R
I C
T
H O
N O
L U
L U
H
A W
A I I
DESIGN COMPLETE
CG105
G R
A D
I N
G
D
E T
A I L
S
A1
GRADING DETAIL - MECHANICAL YARD
SCALE: 1"=5'
10'0 5'
SCALE : 1"=5'
281.05
281.58
58'
TC=280.81
BC=280.31
TC=280.62
BC=280.12
TC=280.48
BC=279.98
TC=280.70
BC=280.20
280.79
281.05
280.96
281.05
281.59
7.38%
TC=280.30
BC=279.80
1.5%
FFE=281.70
281.68
6'
6'
1.42%
18'
PLAN NORTH
281.61
281.58
TC=280.58
BC=280.08
TC=280.70
BC=280.20
TC=280.70
BC=280.20
280.79 280.79
280.79
9.17'
8'
280.79
280.64
280.58
280.05
280.03
TC=280.35
BC=280.00
280.79 6.88%
280.89
280.80
12.25'
1.5%
280.66
280.57
280.30
280.73
TC=280.27
BC=279.77
SWALE C
(TYP.)
279.42
TOP
BANK
L
277.80
279.55
279.65
1.8%
5'
279.56
279.20
279.58
2.0%
279.60
279.91
279.40
279.47
279.50
281.68
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
J P
J P
D M
X X
F Y
I L
D
D
E V
E L
O P
M E
N
T E
R
A L
I A
M A
L
I T
A R
Y
R
E S
E R
V A
T I O
N
O
A H
U
H
A W
A I I
H O
N O
L U
S
T R
I C
T
B
U I L
D I N
G
F O
A
F T
E R
O
A H
U
H
A W
A I I
R E
G I O
N A
L
E
N G
I N
E E
R I N
G
C
E N
T E
R
H O
N O
L U
G
I N
E E
R I N
G
D
I S
T R
I C
T
H O
N O
L U
L U
H
A W
A I I
DESIGN COMPLETE
CG106
G R
A D
I N
G
D
E T
A I L
S
A1
GRADING DETAIL - FIRE ACCESS ROAD TURNAROUND
SCALE: 1"=5'
10'0 5'
SCALE : 1"=5'
1.0%
TC=281.66
BC=281.16
TC=281.34
BC=280.84
280.40
1.0%
282.10
281.45
TC=281.14
BC=280.64
TC=281.41
BC=280.91
SWALE C
L
PLAN NORTH
2.0%2.0%
1.0%1.0%
TC=281.39
BC=280.89
1.0%
BOTTOM
BANK
280.76
1.0%
TC=281.55
BC=281.05
280.65 280.51
281.00
281.70 281.70
281.00
280.51
2.0%2.0%
280.25
B8
GRADING DETAIL - GENERATOR PAD
SCALE: 1"=5'
278.12
278.37
278.67
278.55
278.55
SWALE C
L
TOP
BANK
DRAIN AWAY
FROM WALL
4' WIDE
@ 2% SLOPE
DRAIN AWAY FROM WALL
5' WIDE @ 2% SLOPE
TS=279.21
BS=278.88
TS=279.33
BS=279.00
TS=279.43
BS=279.10
TS=279.11
BS=278.78
2.0%
2.0%
281.79
281.83
4.5' WIDE
@ 2% SLOPE
281.85
281.54
0.39%
-1.00% 0.9 2%
0.00%
0.55%
S T
A
B
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
EXISTING GROUND
FINISHED GRADE
BOTTOM OF WALL
TOP OF WALL
PLANTER BOX
ELEV.=283.00
SEE STRUCTURAL
DRAWINGS FOR
PLANTER DETAIL
.1
-1 .9
.0
1.0 0%
-1.00%
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
FINISHED GRADE
BOTTOM OF WALL
EXISTING GROUND
TOP OF WALL
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
J P
J P
D M
X X
F Y
I L
D
D
E V
E L
O P
M E
N
T E
R
A L
I A
M A
L
I T
A R
Y
R
E S
E R
V A
T I O
N
O
A H
U
H
A W
A I I
H O
N O
L U
S
T R
I C
T
B
U I L
D I N
G
F O
A
F T
E R
O
A H
U
H
A W
A I I
R E
G I O
N A
L
E
N G
I N
E E
R I N
G
C
E N
T E
R
H O
N O
L U
G
I N
E E
R I N
G
D
I S
T R
I C
T
H O
N O
L U
L U
H
A W
A I I
DESIGN COMPLETE
CG201
W A
L
O
F I L E
S
0+00 1+00 2+00 3+00 4+00 4+50
5+00 6+00 7+00 8+004+50
D1
PROFILE - WALL - A
SCALES: H: 1"=20'
V: 1"=4'
A1
PROFILE - WALL - A
SCALES: H: 1"=20'
V: 1"=4'
GRAPHIC SCALES
20' 40'0
4' 8'0
M A
T C
H L
I N
E
S
C
G
M A
T C
H L
I N
E
S
C
G
0.8 6%
0.00%
0.55%
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
EXISTING GROUND
FINISHED GRADE
BOTTOM OF WALL
TOP OF WALL
PLANTER BOX
ELEV.=283.00
SEE STRUCTURAL
DRAWINGS FOR
PLANTER DETAIL
OPTION BASE BID
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
J P
J P
D M
X X
F Y
I L
D
D
E V
E L
O P
M E
N
T E
R
A L
I A
M A
L
I T
A R
Y
R
E S
E R
V A
T I O
N
O
A H
U
H
A W
A I I
H O
N O
L U
S
T R
I C
T
B
U I L
D I N
G
F O
A
F T
E R
O
A H
U
H
A W
A I I
R E
G I O
N A
L
E
N G
I N
E E
R I N
G
C
E N
T E
R
H O
N O
L U
G
I N
E E
R I N
G
D
I S
T R
I C
T
H O
N O
L U
L U
H
A W
A I I
DESIGN COMPLETE
CG201A
W A
L
O
F I L E
S
O P
T I O
N
0+00 1+00 2+00 3+00 4+00 4+50
D1
PROFILE - WALL A - OPTION
SCALES: H: 1"=20'
V: 1"=4'
GRAPHIC SCALES
20' 40'0
4' 8'0
OPTION
0.82%
S T
A
S T
A
S T
A
S T
A
S T
A
1.0 0%
.0
.5
-0.46%
0.00%
.0
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
EXISTING GROUND
BOTTOM OF WALL
FINISHED GRADE
BOTTOM OF WALL
STA. 1+85
TRANSITION TO
MSE RETAINING WALL
FINISHED
GRADE
TOP OF
WALL
S T
A
0.25% -0.48% 0.43%
S T
A
S T
A
S T
A
S T
A
EXISTING GROUND
BOTTOM OF WALL
FINISHED GRADE
STA. 6+70
TRANSITION TO
CONC. RETAINING WALL
TOP OF WALL
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
J P
J P
D M
X X
F Y
I L
D
D
E V
E L
O P
M E
N
T E
R
A L
I A
M A
L
I T
A R
Y
R
E S
E R
V A
T I O
N
O
A H
U
H
A W
A I I
H O
N O
L U
S
T R
I C
T
B
U I L
D I N
G
F O
A
F T
E R
O
A H
U
H
A W
A I I
R E
G I O
N A
L
E
N G
I N
E E
R I N
G
C
E N
T E
R
H O
N O
L U
G
I N
E E
R I N
G
D
I S
T R
I C
T
H O
N O
L U
L U
H
A W
A I I
DESIGN COMPLETE
CG202
W A
L
O
F I L E
S
0+00 1+00 2+00 3+00
4+00 5+00 6+00 7+003+50
GRAPHIC SCALES
20' 40'0
4' 8'0
D1
PROFILE - WALL B
SCALES: H: 1"=20'
V: 1"=4'
A1
PROFILE - WALL B
SCALES: H: 1"=20'
V: 1"=4'
M A
T C
H L
I N
E
S
C
G
M A
T C
H L
I N
E
S
C
G
7+50
3+50
0+00 1+00 2+00 3+00 4+00 5+00
FINISHED
GRADE
EXISTING
GROUND
PARKING LOT
RETAINING
WALL
RETAINING
WALL
6' HIGH
CHAIN LINK
FENCE
6' HIGH CHAIN
LINK FENCE
PLANTER
BOX
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
J P
J P
D M
X X
F Y
I L
D
D
E V
E L
O P
M E
N
T E
R
A L
I A
M A
L
I T
A R
Y
R
E S
E R
V A
T I O
N
O
A H
U
H
A W
A I I
H O
N O
L U
S
T R
I C
T
B
U I L
D I N
G
F O
A
F T
E R
O
A H
U
H
A W
A I I
R E
G I O
N A
L
E
N G
I N
E E
R I N
G
C
E N
T E
R
H O
N O
L U
G
I N
E E
R I N
G
D
I S
T R
I C
T
H O
N O
L U
L U
H
A W
A I I
DESIGN COMPLETE
CG203
S I T
E
S
E C
T I O
GRAPHIC SCALES
20' 40'0
4' 8'0
A1
SITE SECTION - A
SCALES: H: 1"=20'
V: 1"=4'
0+00 1+00 2+00 3+00 4+00 5+00
FINISHED
GRADE
EXISTING
GROUND
PARKING LOT
RETAINING
WALL
PLANTER
BOX
6' HIGH
CHAIN LINK
FENCE
6' HIGH CHAIN
LINK FENCE
BASE BID BID OPTION
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
J P
J P
D M
X X
F Y
I L
D
D
E V
E L
O P
M E
N
T E
R
A L
I A
M A
L
I T
A R
Y
R
E S
E R
V A
T I O
N
O
A H
U
H
A W
A I I
H O
N O
L U
S
T R
I C
T
B
U I L
D I N
G
F O
A
F T
E R
O
A H
U
H
A W
A I I
R E
G I O
N A
L
E
N G
I N
E E
R I N
G
C
E N
T E
R
H O
N O
L U
G
I N
E E
R I N
G
D
I S
T R
I C
T
H O
N O
L U
L U
H
A W
A I I
DESIGN COMPLETE
CG203A
S I T
E
S
E C
T I O
O P
T I O
N
GRAPHIC SCALES
20' 40'0
4' 8'0
A1
SITE SECTION - A - OPTION
SCALES: H: 1"=20'
OPTION
0+00 1+00 2+00 3+00 4+00 5+00
CDC BUILDING, FFE:281.70
FINISHED
GRADE
EXISTING
GROUND
20'
ACCESS
ROAD
RETAINING
WALL
RETAINING
WALL
6' HIGH
CHAIN LINK
FENCE
6' HIGH CHAIN
LINK FENCE
.0
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
J P
J P
D M
X X
F Y
I L
D
D
E V
E L
O P
M E
N
T E
R
A L
I A
M A
L
I T
A R
Y
R
E S
E R
V A
T I O
N
O
A H
U
H
A W
A I I
H O
N O
L U
S
T R
I C
T
B
U I L
D I N
G
F O
A
F T
E R
O
A H
U
H
A W
A I I
R E
G I O
N A
L
E
N G
I N
E E
R I N
G
C
E N
T E
R
H O
N O
L U
G
I N
E E
R I N
G
D
I S
T R
I C
T
H O
N O
L U
L U
H
A W
A I I
DESIGN COMPLETE
CG204
S I T
E
S
E C
T I O
GRAPHIC SCALES
20' 40'0
4' 8'0
A1
SITE SECTION - B
0+00 1+00 2+00 3+00 4+00
CDC BUILDING, FFE:281.70
PLAYGROUND AREAPLAYGROUND AREA
ACCESS
ROAD
FINISHED
GRADE
EXISTING
GROUND
6' HIGH
CHAIN LINK
FENCE
RETAINING
WALL
.0
M A
X
.0
M A
X
6' HIGH CHAIN
LINK FENCE
.0
M
A
X
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
J P
J P
D M
X X
F Y
I L
D
D
E V
E L
O P
M E
N
T E
R
A L
I A
M A
L
I T
A R
Y
R
E S
E R
V A
T I O
N
O
A H
U
H
A W
A I I
H O
N O
L U
S
T R
I C
T
B
U I L
D I N
G
F O
A
F T
E R
O
A H
U
H
A W
A I I
R E
G I O
N A
L
E
N G
I N
E E
R I N
G
C
E N
T E
R
H O
N O
L U
G
I N
E E
R I N
G
D
I S
T R
I C
T
H O
N O
L U
L U
H
A W
A I I
DESIGN COMPLETE
CG205
S I T
E
S
E C
T I O
GRAPHIC SCALES
20' 40'0
4' 8'0
A1
SITE SECTION - C
0+00 1+00 2+00 3+00 4+00 5+00 5+20
CDC BUILDING, FFE:281.70
PARKING LOT
20'
ACCESS
ROAD
FINISHED
GRADE
EXISTING
GROUND
M
A
X
6' HIGH
CHAIN
LINK FENCE
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
J P
J P
D M
X X
F Y
I L
D
D
E V
E L
O P
M E
N
T E
R
A L
I A
M A
L
I T
A R
Y
R
E S
E R
V A
T I O
N
O
A H
U
H
A W
A I I
H O
N O
L U
S
T R
I C
T
B
U I L
D I N
G
F O
A
F T
E R
O
A H
U
H
A W
A I I
R E
G I O
N A
L
E
N G
I N
E E
R I N
G
C
E N
T E
R
H O
N O
L U
G
I N
E E
R I N
G
D
I S
T R
I C
T
H O
N O
L U
L U
H
A W
A I I
DESIGN COMPLETE
CG206
S I T
E
S
E C
T I O
GRAPHIC SCALES
20' 40'0
4' 8'0
A1
SITE SECTION - D
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E E
E E
E
E E
E
E
WWWWW
W
W
W
W
W W
WWWW
W
W
W
W
W
W
W W
W W
W
W
WW
S D
S D
SDSDSD
SD SD
S D
S D
SD SD SD
S D
S D
S D
SD
S
D
S
D
S
D
S
D
SD
S
D
S
D
S
D
S D
S D
SAN SAN
S A
N
S A
N
SSSSSSSSSSSS
S S
SSSSSSSSSSSSSS
S A
N
S D
SDSD
C O
M M
S
D
SD
S D
SD
W W
W W W W W W W W W
W W
SD
S D
S D
S
D
SD SD
S D
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E E
E E
E E
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E
S
E
S
E
S
E
S
E
S
E
S
E S
E S
E S
ESES
ES ES
E S
ES
ES ES
ES ES ES
E S
E
E S
E S
E
S
ES
E S
E S
E S
E S
ES ESES ES
E S
E S
E S
ES ES ES
E S
E S
ES ES
EE
E
E
E
E
E
E
E
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C A
T V
C A
T V
C A
T V
C A
T V
C O
M M
C O
M M
C O
M M
C O
M M
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
J P
J P
D M
X X
F Y
I L
D
D
E V
E L
O P
M E
N
T E
R
A L
I A
M A
L
I T
A R
Y
R
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V A
T I O
N
O
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U
H
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A I I
H O
N O
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T
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D I N
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R I N
G
D
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T R
I C
T
H O
N O
L U
L U
H
A W
A I I
DESIGN COMPLETE
CU101
O V
E R
A L
L
U
T I L I T
Y
P
L A
N
A1
OVERALL UTILITY PLAN
SCALE: 1"=40'
80'0 40'
SCALE : 1"=40'
H A
L A
V
E
W
L
O O
P
SASSAFRAS DRIVE
SEWER LIFT
STATION
SUBSURFACE
INFILTRATION
SYSTEM
FIRE
HYDRANT
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HYDRANT
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S.L. "B" SEWER
FORCE MAIN
S.L. "B"
GRAVITY SEWER
D.L. "A"
D.L. "B"
D.L. "C"
W.L. "A"
W.L. "A"
EXIST. FENCE
P
L
W.L. "A"
W.L. "C"
DOMESTIC CONN.
TO CDC.
S.L. "A"
GRAVITY SEWER
S.L. "A1"
D.L. "D"
F.L. "A"
D.L. "A"
ROOF D.L. A-2
ROOF D.L. B-1
ROOF D.L. A-5
TRENCH
DRAIN
ROOF
D.L. A-1
PLAN NORTH
ROOF D.L. A-3
ROOF D.L. A-4
W.L. "B"
D.L. "B-2"
D.L. "C-1"
E
E
E
E
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W W
W W
W W
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S A
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W
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E S
E S
E S
E S
ES ES ES ES
ES
E
E
E
E
E
E
E
E
E
E
E
C A
T V
C A
T V
C A
T V
C A
T V
C A
T V
C A
T V
C A
T V
C A
T V
C A
T V
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
E E
E
SSSSSSSSSS
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
J P
J P
D M
X X
F Y
I L
D
D
E V
E L
O P
M E
N
T E
R
A L
I A
M A
L
I T
A R
Y
R
E S
E R
V A
T I O
N
O
A H
U
H
A W
A I I
H O
N O
L U
S
T R
I C
T
B
U I L
D I N
G
F O
A
F T
E R
O
A H
U
H
A W
A I I
R E
G I O
N A
L
E
N G
I N
E E
R I N
G
C
E N
T E
R
H O
N O
L U
G
I N
E E
R I N
G
D
I S
T R
I C
T
H O
N O
L U
L U
H
A W
A I I
DESIGN COMPLETE
CU102
U T
I L I T
Y
P
L A
N
A1
UTILITY PLAN - 1
SCALE: 1"=20'
40'0 20'
SCALE : 1"=20'
SEE SHEET CU103
WL-A
8" D.I. PIPE
WET WELL
N:72,864.15
E:1,671,728.42
VALVE VAULT
N:72,855.41
E:1,671,735.37
SEE DET.
A1/CU506
S.L. "A"
8" PVC PIPE
A8
INSET
SCALE: 1"=20'
M A
T C
H L
I N
E
S E
E
I N
S E
T
SL-A1 STA. 0+52.98
N:,72,908.10 E:1,671,887.01
RISER CONN. TO
GREASE INTERCEPTOR
SEE DET. E6/CU505
SEE MECH. DWG.
FOR CONT.
INV.=275.05 (S6 OUT)
INV.=278.20 (S4 IN)
SMH 1, SL-A
STA. 0+95.00
N:72,925.47
E:1,671,805.51
TOP=279.69
INV.= 271.62
SEE DET. A1/CU505
W
W8
W8
W
S8
SFM3
S F
M
SFM3
SFM3 S6
SL-B, STA. 2+29.33
N:72,673.19
E:1,671,880.31
1-3" 1/4 BEND
FUSION WELDED
SL-B, STA. 2+85.83
N:72,638.02
E:1,671,836.10
1-3" 1/4 BEND
FUSION WELDED
WL-A, STA. 14+86.33
CONN. TO EXIST. W8
N:72,638.01, E:1,671,814.39
1-8"X8" TEE
3-8" GV, W/ VALVE BOX
1-CONC. BLOCK
SEE DET. A1/CU503 AND
DET. A6/CU503
SL-A STA. 3+14.83
N:72,860.21, E:1,671,954.52
INV.=274.41
1-CO, SEE DET. E4/CU505
SEE MECH. DWG.
FOR CONT.
WL-A, STA. 14+00.33
N:72,691.54
E:1,671,881.69
1-8" 1/4 BEND
1-CONC. BLOCK
SL-A STA. 0+00
CONN. TO
WET WELL
INV.=270.67
SL-B STA. 0+00
BEGIN 3" SEWER
FORCE MAIN
INV.=271.50
WL-A, STA. 9+92.21
N:72,995.36
E:1,671,804.22
1-8"X6" TEE
2-CONC. BLOCK
1-6" GV W/ VALVE BOX
16 LF 6" DI PIPE
1-FH ASSEMBLY
SEE DET A1/CU502
WL-A, STA. 10+34.21
N:72,969.21
E:1,671,771.35
1-8" 1/8 BEND
1-CONC. BLOCK
4" REDUCED PRESSURE
BACKFLOW PREVENTER
SEE DET. A5/CU502
BLDG. CONN.
WL-C, STA. 1+41.51
N:72,950.07, E:1,671,883.05
1-4"x3" REDUCER
SEE MECH. DWG.
FOR CONT.
S
S
S8
BLDG CONN.
FL-A, STA. 0+52.17
N:73,000.38 E:1,671,860.60
SEE FIRE PROTECTION DWG. FOR CONT.
FIRE HYDRANT
FH-2
SMH 2, SL-A, STA. 1+59.33
=SL-A1, STA. 0+00
N:72,875.12
E:1,671,845.55
TOP=279.64
INV.=272.27 (S8)
INV.=272.55 (S6 IN)
SMH 3, SL-A, STA. 2+38.83
N:72,812.90
E:1,671,895.04
TOP=279.71
INV.=273.16 (CENTER OF MH)
INV.=273.04 (S8 OUT)
INV.=273.27 (S6 IN)
WL-C, STA. 0+22.17
N:72,987.04
E:1,671,829.36
1-4" 1/4 BEND
1-CONC. BLOCK
WL-C, STA. 0+41.17
N:72,975.21
E:1,671,814.50
1-4" 1/4 BEND
1-CONC. BLOCK
PLAN NORTH
WL-A, STA. 9+77.71
=WL-C STA. 0+00
N:73,004.38
E:1,671,815.57
1-8"X4" TEE
2-8" GV, W/ VALVE BOXES
1-4" GV, W/ VALVE BOX
1-CONC. BLOCK
WL-A, STA. 10+49.99
N:72,953.53
E:1,671,769.56
1-8" 1/8 BEND
1-CONC. BLOCK
WL-C, STA. 1+03.51
N:72,926.41
E:1,671,853.31
1-4" 1/4 BEND
1-CONC. BLOCK
WL-A, STA. 11+25.33
N:72,906.76
E:1,671,710.50
1-8" 1/4 BEND
1-CONC. BLOCK
WL-A, STA. 9+69.71
=WL-B, STA 0+00
N:73,009.36
E:1,671,821.83
1-2" SERVICE SADDLE
1-2" GATE VALVE AND BOX
1-CONC. BLOCK
SEE DET A8/CU502
WL-B, STA. 0+16
N:72,996.84
E:1,671,831.79
1-1/2" WATER METER
SEE DET A5/CU501
WL-B, STA. 0+22.43
N:72,991.81
E:1,671,835.79
2" RPBP
SEE DET E1/CU502
WL-B, STA. 0+25.68
N:72,987.70, E:1,671,839.06
SEE LANDSCAPE DWG.
FOR CONT.
W4
W2
M A
T C
H L
I N
E
S E
E
A
B O
V E
S
W4
W
S.L. "B"
3" HDPE
FORCE MAIN
S.L. "B"
3" HDPE
FORCE MAIN
E
S
S
TRANSITION MANHOLE
SL-B, STA. 4+92.53
N:72,476.26
E:1,671,964.77
TOP=298.2±
INV.=292.42 (SFM3 IN)
INV.=292.67 (S6 OUT)
SEE DET. A8/CU506
SL-B, STA. 5+12.53
CONN. TO EXIST. SMH
N:72,460.60
E:1,671,977.21
INV.=292.32 (S6)
SEE DET. A6/CU506
13.5'
NOTE:
1. TOP AND INVERT ELEVATION IS AT CENTER OF
MANHOLE OR INLET, UNLESS SPECIFIED OTHERWISE.
W8
17 18
WL-A, STA. 9+23.26
FL-A, STA. 0+00
N:73,037.84
E:1,671,857.63
1-8"X8" TEE
1-8" GV, W/ VALVE BOX
1-CONC. BLOCK
FL-A, STA. 0+16.17
N:73,025.19
E:1,671,867.69
1-8" 1/8 BEND
1-CONC. BLOCK
FL-A, STA. 0+24.17
N:73,020.21
E:1,671,861.43
1-POST INDICATOR
VALVE
SEE DET. A6/CU504
8" DOUBLE CHECK
VALVE BACKFLOW
PREVENTION ASSEMBLY
SEE DET. E5/CU502
FL-A, STA. 0+37.17
N:73,012.12
E:1,671,851.26
1-8" 1/8 BEND
1-CONC. BLOCK
S
D
S
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S D
S D
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S D
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