C-103 Plan and Profile I.pdf
PDF 296 KB Posted
- Solicitation number
- W912DS-20-B-0010
About this file
This document package includes engineering plans and specifications for a well and pump house project, along with the corresponding federal contract solicitation.
The engineering plans detail site layout and construction requirements for Well Station #5 in Ocean Beach, New York. The project involves installing an 8-inch PVC drain pipe, concrete pavement, and other site work. Dimensions, material specifications, and construction notes are provided. The related federal solicitation is from the U.S. Army Corps of Engineers New York District for contract services under the Fire Island to Moriches Inlet project. The solicitation covers construction of the well and pump house in Ocean Beach outlined in the engineering documents. The deadline for responses is not specified.
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Text version
1+50
2+00 3+00 4+00
2+50 3+501+00
O.H. ELECTRIC
(12' Wide)
Bayberry Walk
Dehnhoff Walk
8" WATER
E L
.3
E
,2
,5
.1
N
,1
.0
D
R
IL
H O
L E
T R
A V
E R
S E
E
E
C R
O S
C U
T T
R A
V E
R S
E
E
E
C R
O
C U
T T
R A
V E
R S
E
2.19
W
2.20 2.15
2.12
2.242.18 2.18
2.39
2.21
2.23
2.19 2.14
2.14
2.19
2.55
2.13 2.22
2.1 18" 2.01
2.5 2.5
1.98
2.45 2.39
2.3 2.3
2.31 GP GP GPGP
2.13
GP GP
GP
2.6 2.7
2.22
2.32.2 1.9
2.13
8"
2.46
2.62.6
1.99
2.52.5
2.0
GP GP GP GP GP
2.5 2.4
GP
1.91 1.88
GP GP GP
8"
2.1
2.11
2.132.23 2.162.21
2.06
2.19
W
2.15 2.14
2.21
2.25
.1
2 2.42
.8
2.19 H
2.51
2.23
2.24
2.20
.9
2.19
2.35
2.21
2.18
2.252.20
1.96
2.21
2.1
2.9
3.60
.7
.6
1.95 3.63
' W o o d
F e n c e
Pavers
6' Wood Fence
' W o o d
F e n c e
2' Wood Rails 5' Wood Fence
2' Wood Fence
4' Hedge 6' Wood Fence 4' Hedge
4' Wood Fence
Pavers
.2
.2
.2
.3
.2
.2
.8
.3
.1
" to
" T
E E
O H
O H
O H
O H
1+50
2+00 3+00 4+00
2+50 3+501+00
-2
-2 0+00 1+00 2+00 3+00 4+000+50 1+50 2+50 3+50
0+00 1+00 2+00 3+00 4+000+50 1+50 2+50 3+50
Blow Off Pipe Profile 1
STATION (FT)
E L
E V
A T
IO
N
F
T
WELL HOUSE FF EL = 11.0
SCREEN OVER END OF PIPE.
DOWN AND INSTALL BIRD
PIPE AT NORTH WALL. ELBOW
12" CLASS 53 DI OVERFLOW
TANK FLOOR EL = 2.5
8" PVC DRAIN - SCH 80/SOLVENT WELDED JOINTS
.1
IN
V
.0
IN
V
.0
IN
V
.2
IN
V
.3
IN
V
.4
IN
V
.5
IN
V
.6
IN
V
+/- 12" THICK
CONCRETE PAVEMENT
INV=8.0
(SEE STRUCTAL PLANS)
OPENING
TANK WEST WALL
ELEV 9.0
.6
IN
V
SCALE: 1" = 1'-0"
TYPICAL SECTION AT PIPE TRENCH
1'-0"1'-0"
MATERIAL IN KIND
RESTORE SURFACE
JOINTS
SOLVENT WELDED
PIPE (SCH 80)
8" PVC DRAIN
FLOWABLE FILL
PAVEMENT
CONCRETE
P R
O P
E R
T Y
L I N
E
SHEETING AT PROPERTY LINE
INSTALL TEMPORARY
S E
E S
H E
E T
C
DEHNHOFF WALK
LEGEND
GRASS
CONCRETE SIDEWALK (SEE DETAIL 6/C-201)
DIRT
PAVERS
DRAIN PIPE
BAYBERRY WALK
M
ID
W A
Y
W
A L
K
6" CONCRETE WALK
REMOVE & REPLACE
6" CONCRETE WALK
REMOVE & REPLACE
PILES (TYP OF 7)
DECORATIVE WOOD
REMOVE & RESET
WOOD RAILS & POSTS
REMOVE & RESET
WOOD FENCE
REMOVE & REINSTALL
6" CONCRETE WALK
REMOVE & REPLACE
MORTARED PAVERS
REMOVE & RESET
HYDRANT
PROTECT FIRE
PILES (TYP OF 9)
DECORATIVE WOOD
REMOVE & RESET
INSTALLATION.
TO BE REINSTALLED IN THE SAME MANNER AS THE ORINGAL
INSTALLATION OF PIPE AND FLOWABLE FILL THE MATERIALS ARE
INSTALLATION METHODS DOCUMENTED. UPON COMPLETION OF
PRESENCE OF THE PROJECT MANAGER AND THE ORIGINAL
OUT. EXISTING MATERIALS ARE TO BE CAREFULLY REMOVED IN THE
6. WHERE "REMOVE & RESET" OR "REMOVE & REINSTALL" IS CALLED
4,000 PSI.
5. ALL CONCRETE SHALL HAVE 28 DAY COMPRESSIVE STRENGTH OF
4. SITE IS VACANT
3. SITE LOCATED IN FEMA ZONE AE-8.
2. ALL ELEVATION ARE IN NAVD 1988.
SURVEY DATED 04/15/2019.
1. ALL SURVEY INFORMATION REFERENCED FROM GAYRON DE BRUIN
NOTES:
UTILITY INFORMATION
FOR ADDTIONAL ON-SITE
SEE SITE PLAN C-101
E=1218414.16
N=176263.32
E=1218422.92
N=176239.91
E=1218504.84
N=176281.05
E=1218420.17
N=176247.25
E=1218489.09
N=176291.35
E=1218497.85
N=176267.94
E=1218460.68
N=176270.42
WELL HEAD
UNDER WELL HOUSE
PIPE TERMINATES IN TANK
EXISTING 8" WATER MAIN
HOUSE
PROPOSED WELL
(SEE DETAIL 6/C-201)
CONCRETE PAVING
SAWCUT, REMOVE & REPLACE
WELDED JOINTS
WITH SOLVENT
8" SCH 80 PVC PIPE
de Bruin
PROJECT NO. DRAWING NO.
SCALE:
PROJECT:
NO. REVISIONS DATE
PROJECT ENGINEER:
DRAWING TITLE:
FILE NO.
DATE:
DRAWN BY:
CHECKED BY:
of the alteration.
alteration, and a specific description followed by his signature, the date of drawing with the notation “altered by” engineer shall affix his seal to the professional engineer, the altering altered under the direction of a drawing in any way. If the drawing is engineer, to alter any item on this direction of a licensed professional person, unless he is acting under the New York State Education Law for any It is a violation of Section 7209 of the
Civil Engineering & Construction Management
11 Union Avenue Bethpage New York 11714 de Bruin Engineering, P.C.
PS
D
A T
E
T
IM
E
F
IL
E
VERT. 1" = 2'
HOR. 1" = 20'
RWD
516.513.1313
WELL STATION #5
CONSTRUCTION OF
OCEAN BEACH
VILLAGE OF
OCEAN BEACH, NY
503 BAYBERRY WALK
5991-50-2
01/10/2018
PLAN AND PROFILE I
C-103
0 BID DOCUMENTS 05-22-20
1 AMENDMENT 1 06-12-20
File details come from the government source that posted it. Updated .