C-102 Site Plan.pdf
PDF 370 KB Posted
- Solicitation number
- W912DS-20-B-0010
About this file
This document package includes a site plan drawing and related federal contract opportunity notice. The site plan drawing depicts the layout and construction details for a proposed well station and pump house to be located at 503 Bayberry Walk in Ocean Beach, New York. Key elements of the site plan include a new well, water tank, electrical service upgrades, sanitary piping connections, concrete slabs and walkways, fencing, and other site infrastructure details.
The related federal contract opportunity is a solicitation issued by the U.S. Army Corps of Engineers New York District for contract services under the Fire Island to Moriches Inlet project. The solicitation seeks construction of the well and pump house depicted in the site plan drawing, to be located at 503 Bayberry Walk in Ocean Beach, New York. The estimated value of the contract is between $500,000 and $1,000,000. The response due date is not provided. The selected contractor will be responsible for coordination with local officials and utility providers during construction.
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Text version
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1 2 3 4 5 6
D
C
B
A
Conc. Walk
Found
Stake
Deck
Wood
Wood Deck
Deck Over
2nd Story Wood Ramp
Conc.
Wood Deck
Steps
Wood
Deck
Wood
O .H
E
L E
C T
R
IC
2.3
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W E
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1.8
2.3
2.3
W id e
B a y b e rr y W a lk
0502-001.00-03.00-056.000
Frame Building
2 Story
#502
0502-001.00-03.00-054.000
Frame Building
2 Story
#504
D e h n h o ff
W a lk
W
A T
E R
N69°29'16"E 80.00'
N '4
W
± 80'
S
'4
E
S69°29'16"W
80.00'
EL= 2.28
E=1,218,484.49 N= 176,322.35
CROSS CUT
.1
.1
.0
1 2 .5
.5
.9
.1
.2
.2
5' Wood Fence
Wood Deck
G E
N E
R A
T O
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2.20
2.20
2.20
2.30
2.20
2.20
1.80
2.30
WOOD DECK EL. 11.00
EN
LD
LD
2.10
8" to 8" TEE
10" D.I.P WATER
TEE
8"x8"x8"
E L
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B L
D G
S
L A
B
C O
N C
R E
T E
ROOM
STORAGE
ROOM
PUMP
595 SF - FF 11.00
0502-001.00-03.00-055.000
FRAMED WELL HOUSE
PROPOSED WOOD
OH OH OH OH
.8 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
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IM
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F
IL
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RWD
C-102
SITE PLAN
1" = 5'
516.513.1313
WELL STATION #5
CONSTRUCTION OF
OCEAN BEACH
VILLAGE OF
OCEAN BEACH, NY
503 BAYBERRY WALK
0 BID DOCUMENTS 05-22-20
1 AMENDMENT 1 06-12-20
PROPOSED GRADE3.30
LEGEND
WOOD DECK
ENTRANCE
CONCRETE DRIVEWAY (SEE DETAIL 1/C-201)
CONCRETE SLAB (SEE STRUCTURAL)
6" GRAVEL (SEE DETAIL 2/C-201)
WOOD HANDRAIL
Midway Walk
.0
LD
EN
LOADING DOOR
SANITARY SERVICE
WITH THE CONTRACTING OFFICER AND THE VILLAGE.
VILLAGE. THE CONTRATOR SHALL COORDINATE THE APPROVAL AND DELIVERY
8. UPON APPROVAL, EXCESS EXCAVATED MATERIAL WILL BE ACCEPTED BY THE
SECTION 26 10 10.
7. COORDINATE ELECTRICAL SERVICE WITH PSEG AND REFER TO SPECIFICAITON
ORINGAL INSTALLATION.
FILL THE MATERIALS ARE TO BE REINSTALLED IN THE SAME MANNER AS THE
DOCUMENTED. UPON COMPLETION OF INSTALLATION OF PIPE AND FLOWABLE
THE PROJECT MANAGER AND THE ORIGINAL INSTALLATION METHODS
EXISTING MATERIALS ARE TO BE CAREFULLY REMOVED IN THE PRESENCE OF
6. WHERE "REMOVE & RESET" OR "REMOVE & REINSTALL" IS CALLED OUT.
CONCRETE SHALL CONFORM TO SECTION 033000 CAST-IN-PLACE CONCRETE.
5. ALL CONCRETE SHALL HAVE 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI.
4. SITE IS VACANT
3. SITE LOCATED IN FEMA ZONE AE-8.
2. ALL ELEVATION ARE IN NAVD 1988.
DATED 04/15/2019.
1. ALL SURVEY INFORMATION REFERENCED FROM GAYRON DE BRUIN SURVEY
NOTES:
8" DIAMETER BOLLARD
EXPANSION JOINT
CONTRACTION JOINT
SINGLE GATE
DOUBLE GATE
DWGS FOR DETAILS.
ARCHITECTURAL
STAIR TO SLAB SEE
BELOW STAIR. ANCHOR
POUR CONCRETE PAVING
6' MONROE STYLE WOOD FENCE
PRIVACY WALL
5.0'
Y A
R D
S
ID
E .7
Y A
R D
S
ID
E .0
(TYP)
(T Y
P
1.5'
.5
5.0'
.0
' (TYP)
(T Y
P
10.0'
.0
(TYP)
(T Y
P
15.0'
FRONT YARD
27.8'
9"
(TYP)
44.7' .3
LC
.2
(SEE MEP PLANS)
TO SANITARY
FLOOR DRAIN
(SEE MEP PLANS)
PUMP PIER
ASSOCIATED
WELL PIPE AND
NEW WELL.
(SEE MEP PLANS)
WELL DISTRIBUTION PIPE
F L O
W
(SEE MEP PLANS)
TO TANK BELOW
BLOW OFF PIPE
DRIVEWAY
CONCRETE
PROPOSED
DISCHAGE PIPE D=8"
PLANS)
(SEE STRUC
FOUNDATION
(SEE ARCH PLANS)
HATCH DOOR
OF NEW TANK ACCESS
APPRX. LOCATION
WATER SERVICE
WATER SERVICE GATE VALVE
33.9' NEW WELL
CONCRETE SIDEWALK (SEE DETAIL 6/C-201)
DIRT
WYE FITTING
NEW 6" X 8"
45° BEND
NEW 6" DIA.
COUPLINGS
EXISTING WITH FERNCO
AND CONNECT TO
OF 8"Ø SDR 35 PVC
INSTALL NEW SECTION
I=-0.23
I=0.94
SANITARY
NOT SHOWN FOR CLARITY
AND ELEVATED PORTION OF BUILDING.
INSTALL 6" GRAVEL BELOW DECK, STAIR
1/2" WATER SERVICE (SEE MEP)
1/2" WATER SERVICE (SEE MEP)
3/4" WATER SERVICE (SEE MEP)
POLE (NOTE 7)
SERVICE
NEW PSEG
3 PHASE SERVICE
400A, 208Y/120V, NEW OVERHEAD
SERVICE MAST
NEW
UTILITY METER
NEW PSEG
ELECTRIC SERVICEOHOH
DETAIL
WALL PENETRATION
SEE MEP PLANS FOR
12"Ø CLASS 53 DI PIPE.
TANK OVERFLOW
N E
W W
E L
L
.7
.7
3.0' .3
.7
F L O
W
SDR 35 PVC SANITARY SERVICE
NEW 6" DIA.
OFFICER
WITH THE VILLAGE AND CONTRACTING
ACCESS LOCATION AND INSTALLATION
TO STRUCTURE. COORDINATE TEMPORARY
RAILINGS AND TEMPORARY ACCESS
REPONSIBLE FOR PROVIDING SAFETY
TO THE SITE. CONTRACTOR IS
STEPS AND RAILINGS TO GAIN ACCESS
PORTION OF DECK, ACCESS RAMP,
REMOVE AND REPLACE IN-KIND
ENTRY DOOR
LOCATION OF
APPROXIMATE
FLOOR SLAB
THROUGH TANK
8" DIA PENTRATION4
.9
5.0'
8" DISCHAGE PIPE
PIPE
OVERFLOW
12" DIA
D
IS
C H
A G
E P
IP
E
N
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