_FIMI 3D OBPH - BID DWGs_00.pdf

D

A T

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Westbury New York

1400 Old Country Road de Bruin Engineering, P.C.

description of the alteration.

signature, the date of the alteration and a specific his seal and the notation "altered by" followed by his who directs another to so alter, shall affix to the items altered, the Professional Engineer who so alters, or any item on this material in any way. If any item is so direction of a licensed Professional Engineer, to alter illegal for any person, unless acting under the

Under N.Y.S. Educational Law Sec. 7209 Sub.2, it is

NOTE:

ROBERT W. DE BRUIN, PE Date

SHEET INDEX

CONTENTS

G-001

SUFFOLK COUNTY, NEW YORK

VILLAGE OF OCEAN BEACH WATER DEPARTMENT

OCEAN BEACH, NY

JUNE 2025

LOCATION MAP

N.T.S.

AT BAYBERRY WALK

WELL NO. 5 BUILDING

B E A C H

I S

L A

N D

Robbins Rest

SeaviewOcean Beach

SERIES

SUBMITTALS

DETAILSE-112

LIGHTNING PROTECTION DETAILSE-111

WIRING DIAGRAMS IE-110

AND CABLE SCHEDULE

PANELBOARD SCHEDULE AND CONDUITE-109

DIAGRAM

INSTUMENTATION AND CONTROL RISERE-108

GENERATOR FUEL STORAGE TANK AND NOTESE-107

PLAN AND ELEVATIONS

GENERATOR SET SKIN-TIGHT ENCLOSUREE-106

AND SINGLE LINE DIAGRAM

MOTOR CONTROL CENTER MCC-5 ELEVATIONE-105

PROTECTION PLAN

WELL NO. 5 BUILDING LIGHTNINGE-104

WELL NO. 5 BUILDING LIGHTING PLANE-103

WELL NO. 5 BUILDING POWER PLANE-102

ELECTRICAL SYMBOLS AND ABBREVIATIONSE-101 ELECTRICAL

CONSTRUCTION DIAGRAMS AND DETAILS IV

EQUIPMENT SCHEDULES, WELLM-106

DETAILS IIIM-105

DETAILS IIM-104

DETAILS IM-103

WELL NO. 5 BUILDING FLOOR PLANM-102

PROPOSED SCHEMATICM-101MECHANICAL

HVAC DETAILSH-102

DETAILS AND NOTES

HVAC FLOOR PLAN, SCHEDULES,H-101HVAC

GENERAL NOTES VA-115

GENERAL NOTES IVA-114

GENERAL NOTES IIIA-113

GENERAL NOTES IIA-112

GENERAL NOTES IA-111

CONNECTION DETAILSA-110

DETAILS IIIA-109

DETAILS IIA-108

DETAILS IA-107

ELEVATIONS, N ENLARGED ELEVATIONA-106

ELEVATIONS S, E, WA-105

SECTIONSA-104

ROOF PLAN, REFLECTED CEILING PLANA-103

UPPER LEVEL CONSTRUCTION PLANA-102

LOWER LEVEL CONSTRUCTION PLAN/PILESA-101ARCHITECTURAL

SHEAR WALL ELEVATIONS & DETAILSS-106

TYPICAL DETAILSS-105

TYPICAL DETAILSS-104

CONSTRUCTION ELEVATIONSS-103

CONSTRUCTION FRAMING PLANSS-102

GENERAL NOTESS-101STRUCTURAL

C-202 DETAILS II

DETAILS IC-201

SITE PLANC-102

STAGING PLANC-101CIVIL

TITLE SHEETG-001 GENERAL

CONSTRUCTION OF

WELL STATION NO. 5

RAYMOND M. CALAMARI, RA Date

Hicksville New York

70 E Old Country Road

Koutsoubis, Alonso Associates, PE P.C.

DEAN KOUTSOUBIS, PE Date

Woodbury New York

330 Crossways Park Drive

D&B ENGINEERS AND ARCHITECTS, P.C.

WILLIAM MERKLIN, PE Date

South Setauket New York

25 Bellwood Avenue

DICKINSON DESIGN & CONSULTING, INC.

JEFFREY DONAHUE, P.E. Date

CIVIL

ARCHITECTURAL

STRUCTURAL

MEP

HVAC

Westbury New York

1400 Old Country Road de Bruin Engineering, P.C.

BID DOCUMENTS 06-27-25

06-27-2025

06-27-2025

06-27-2025

06-27-2025

06-27-2025

CONTRACT 3D

N

3.000 ari@debruinengineering.com

W

IL

L IA M D . MERKL IN

S

T A T E OF NEW Y O

R K

L

IC

E N

SED PRO FES S IO NA L E

NG

IN

E

E R

PROJECT NO. DRAWING NO.

SCALE:

PROJECT:

NO. REVISIONS DATE

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

PS

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RWD

WELL STATION #5

CONSTRUCTION OF

OCEAN BEACH

VILLAGE OF

OCEAN BEACH, NY

503 BAYBERRY WALK

5991-50-2

01/10/2018

SCALE: AS SHOWN

STAGING PLAN

C-101

PROJECT ENGINEER:

516.513.1313

Westbury • New York • 11590

1400 Old Country Road, Ste.106 de Bruin Engineering, P.C.

de Bruin Civil Engineering & Construction Management

BID DOCUMENTS0 06-27-25

LOCATION MAP

SCALE: 1" = 120'

A T

L A

N T

IC

A

V E

S U

N V

IE

W

W A

L K

E V

E R

G R

E E

N W

A L K

O C

E A

N B

R E

E Z

E W

A L K

B A

Y B

E R

R Y

W A

L K

D E

H N

H O

F F

W A

L K

C O

T T

A G

E W

A L K

B U

N G

A L

O W

W A

L K

O C

E A

N R

O A

D

W

IL

M O

T R

O A

D

CENTRAL WALK (MIDWAY WALK)

MARINA

100'± X 60'±

STAGING AREA "A"OUTFALL PIPE

EXISTING

80'± X 8'±

AREA "B"

STAGING AREA

HOUSE NO. 5

NEW WELL

CENTRAL WALK (MIDWAY WALK)

BAYVIEW WALK

HOUSE NO. 4

EXISTING WELL

STORAGE TANK

EXISTING WATER

OCEAN BEACH

VILLAGE OF

BAY WALK

OCEAN VIEW WALK

R O

U T

E

ROUTE "1"

R O

U T

E

ROUTE "2"

AREA FROM CENTRAL WALK

ACCESS STAGING

100'± X 8'±

AREA "C"

STAGING AREA

VOB BUILDING

.8

.8

CORNER OF COTTAGE WALK AND OCEAN VIEW WALK.

VILLAGE WELL NOS. 2 AND 3R ARE OPERATIONAL AND LOCATED AT THE6.

COST TO THE CONTRACT.

CONTRACTOR AT NO ADDTIONAL BE REMOVED AND REPLANCED IN-KIND BY THE

TO COMMENCMENT OF REMOVAL ACTIVITES. THE APPROVED REMOVALS SHALL

REMOVED TO THE CONTRACTING OFFICER AND VILLAGE FOR APPROVAL PRIOR

ACTIVITIES. THE CONTRACTOR SHALL SUBMIT, IN WRITING, THE ITEMS TO BE

THE DESIGNATED ROUTES TO ACCOMODATE THE PLANNED CONSTRUCTION

SHALL IDETIFY EXISTING STRUCTURES THAT NEED TO BE REMOVED ALONG

5.PRIOR TO COMMENCMENT OF CONSTRUCTION ACTIVITIES THE CONTRACTOR

DURING THIS TIME.

SAFE-OFF STAGING AREAS “A” & “B” AND THE CONSTRUCTION SITE

AREA “C”, RESTORE ALL ROUTES TO THEIR ORIGINAL CONDITION AND

SHALL DEMOBILIZE ALL EQUIPMENT AND MATERIALS FROM STAGING

MAY UNTIL THE SECOND WEEK OF SEPTEMBER. THE CONTRACTOR

NO WORK OF ANY KIND SHALL BE PERMITTED FROM THE 3rd WEEK IN a.

WORK SCHEDULE4.

EXPORTED FROM THE STAGING AREA “A”.

THE “MARINA”. ALL MATERIAL REMOVED FROM THE SITE SHALL BE

EQUIPMENT AND MATERIAL DELIVERIES THAT CANNOT BE RECEIVED AT

CONTRACTOR SHALL UTILIZE STAGING AREA “A" TO IMPORT LARGE b.

CONTRACTOR SHALL UTILIZE THE “MARINA”TO IMPORT MATERIAL ONLY. a.

IMPORTING/EXPORTING MATERIALS AND EQUIPMENT:3.

COMMENCMENT OF CONSTRUCTION ACTIVITES.

OFFICER AND APPROVED BY THE VILLAGE OF OCEAN BEACH PRIOR TO

BE COORDINATED BY THE CONTRACTOR WITH THE CONTRACTING

AREAS NOT SHOWN ON THE CONSTRUCTION DOCUMENTS SHALL

MATERIAL AND EQUIPMENT STORAGE. ATERNATE STAGING

THE CONTRACTOR DURING CONSTUCTION TO ACCOMMODATE

DESIGNATED STAGING AREA “A”, “B”& “C” SHALL BE UTILIZED BY a.

STAGING AREAS:2.

CONSTRUCTION ACTIVITES.

THE VILLAGE OF OCEAN BEACH PRIOR TO COMMENCMENT OF

AND APPROVED BY CONTRACTOR WITH THE CONTRACTING OFFICER

CONSTRUCTION DOCUMENTS SHALL BE COORDINATED BY THE

DURING CONSTRUCTION. ATERNATE ACCESS ROUTES NOT SHOWN ON THE

DESIGNATED ROUTES “1”& “2”SHALL BE UTILIZED BY THE CONTRACTOR a.

ROUTES: 1.

NOTES:

NOS. 2 AND 3R

EXISTING WELL

C O

T T

A G

E W

A L K

N

.0

.0

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

S

E W

E R

V

C P

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

P V

C

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

.5

.5

.9

.1

.2

.2

Wood Deck

0502-001.00-03.00-054.000

GENERATOR

2.20

2.20

2.20

2.30

2.20

2.20

1.80

2.30

EN

LD

LD

2.10

8" D.I.P WATER

TEE

8"x8"x8"

ROOM

STORAGE

ROOM

PUMP

.8

WOOD DECK EL. 11.00

OPEN AIR FLOOR SLAB

595 SF - FF 11.00

0502-001.00-03.00-055.000

FRAMED WELL HOUSE

PROPOSED WOOD

W W

W

W

OH OH

OH OH

PROJECT NO. DRAWING NO.

SCALE:

PROJECT:

NO. REVISIONS DATE

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

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RWD

C-102

SITE PLAN

1" = 5'

WELL STATION #5

CONSTRUCTION OF

OCEAN BEACH

VILLAGE OF

OCEAN BEACH, NY

503 BAYBERRY WALK

PROJECT ENGINEER:

516.513.1313

Westbury • New York • 11590

1400 Old Country Road, Ste.106 de Bruin Engineering, P.C.

de Bruin Civil Engineering & Construction Management

BID DOCUMENTS0 06-27-25

PROPOSED GRADE3.30

LEGEND

ENTRANCE

CONCRETE DRIVEWAY (SEE DETAIL 1/C-201)

6" GRAVEL (SEE DETAIL 3/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

7. UPON APPROVAL, EXCESS EXCAVATED MATERIAL WILL BE ACCEPTED BY THE

SECTION 26 10 10.

6. COORDINATE ELECTRICAL SERVICE WITH PSEG AND REFER TO SPECIFICAITON

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:

AROUNG PERIMETER

WITH EXPANSION JOINT

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 .6

Y A

R D

S

ID

E .5

(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

28.2'

9"

(TYP)

LC

(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)

BLDG SLAB PENETRATION

BLOW OFF PIPE

DRIVEWAY

CONCRETE

PROPOSED

(SEE STRUC PLANS)

BELOW BUILDING SLAB

BLOW OFF TANK

WATER SERVICE

WATER SERVICE GATE VALVE

WYE FITTING

NEW 6" X 10"

45° BEND

NEW 6" DIA.

STEEL SHEAR RING

COUPLING AND STAINLESS

FLEXIBLE ELASTOMERIC

EXISTING CLAY PIPE WITH

AND CONNECT TO

OF 10"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

3.0'

.8

.3

F L

O W

SDR 35 PVC SANITARY SERVICE

NEW 6" DIA.

ENTRY DOOR

LOCATION OF

APPROXIMATE

THROUGH TANK SLAB BELOW

8" DIA PENETRATION

BLOW OFF PIPE

.4

5.0'

8" DISCHAGE PIPE

PIPE

OVERFLOW

12" DIA

B L O

W O

F F

P

IP

E

BLOW OFF PIPE D=8"

33.9' NEW WELL

NEW WELL

8" DIA BLOW OFF PIPE

CONNECT TO EXISTING

NEW 8" DIA BLOW OFF PIPE

EXISTING 8" DIA BLOW OFF PIPE

.2

(SEE ARCH PLANS)

OF TANK ACCESS DOOR

APPRX. LOCATION

44.7'

.2

W

APPROXIMATE LOCATION OF EXISTING TEST WELL

WOOD DECK

CONCRETE SLAB (SEE STRUCTURAL DWGS.)

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

EXISTING WATER SERVICE

1 2 3 4 5 6

D

C

B

A

FENCE GATE FOOTINGS (SEE DETAILS, C-102)

FENCE FOOTINGS (SEE DETAILS, C-102)

5 0 5 102.5

SCALE IN FEET

N

4 5

1 2 3

PROJECT NO. DRAWING NO.

SCALE:

PROJECT:

NO. REVISIONS DATE

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

PS

D

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T

IM

E

F

IL

E

C-201

RWD

WELL STATION #5

CONSTRUCTION OF

OCEAN BEACH

VILLAGE OF

OCEAN BEACH, NY

503 BAYBERRY WALK

5991-50-2

01/10/2018

SCALE: AS SHOWN

DETAILS I

PROJECT ENGINEER:

516.513.1313

Westbury • New York • 11590

1400 Old Country Road, Ste.106 de Bruin Engineering, P.C.

de Bruin Civil Engineering & Construction Management

BID DOCUMENTS0 06-27-25

CONCRETE FOOTING

GRADE

20" DIA.

P

IP

E B

E L O

W G

R A

D E

TO MATCH FENCE GATE POSTS.

WITH CONCRETE, PAINTED BLACK

GALVANIZED STEEL PIPE FILLED

8" DIA. DOUBLE EXTRA STRONG

BOLLARD

SCALE: 1/2" = 1'-0"

PROCTOR DENSITY

95% MODIFIED

COMPACTED SUB-GRADE

SCALE: 1" = 1'-0"

AGGREGATE

6" TYPE 5

6" GRAVEL

GEOTEX 601

SCALE: 1" = 1'-0"

ONE END OF DOWEL

PAINT AND OIL15" O.C.

" DIA. 20" LONG DOWEL @ 4

PROCTOR DENSITY

95% MODIFIED

COMPACTED SUBGRADE

3/8" EXPANSION JOINT AND FILLER

" 3

10" 10"

TYP.

PAVEMENT

CONCRETE

4000 PSI

CONCRETE PAVEMENT

SAWCUT TO AT LEAST 1-1/2" INTO THE SLAB.

AND CONTROL JOINTS. CONTROL JOINTS SHALL BE

1. SEE SITE PLAN FOR LOCATIONS OF EXPANSION

NOTE:

BASE COUSE

TYPE 7 AGGREGATE

GEOTEX 601

LENGTH TYP.

FT. IN BOTH WIDTH &

SQ. INCHES OF STEEL PER

PROVIDE WWF WITH 0.09

ELEVATION

TOP

TOP

ELEVATION ELEVATION

SCALE: N.T.S.

MONROE FENCE DETAIL

SCALE: N.T.S.

MONROE GATE DETAIL

& BOTTOM

2 x 4 TOP, MIDDLE

STRAPS @ 2' O. C. (TYP.)

FENCE WITH GALVANIZED

POSTS ATTACHED TO

2.5" DIA. SCH. 40 FENCE

CLARITY

SHOWN FOR

TOP CAP NOT

(TYP.)

1x 6 WHITE CEDAR

8'-0"

1'-0"

(TYP.)

(T Y

P

(M

IN

FOOTING

CONCRETE

631-968-6829, OR EQUAL

WAYSIDE FENCE COMPANY

FENCE AS MANUFACTURED BY

WHITE CEDAR MONROE STYLE

FOOTING

AND CONCRETE

AND PIPE 6" EMBEDMENT

STAY HARDWARE

PROVIDE GATE

GRADE LINE

FOOTING

CONCRETE

3'-0"

(TYP.)

(T Y

P

(M

IN

6"

GRADE LINE2

" 6

FOOTING

CONCRETE

ASSEMBLY (TYP)

INSIDE FENCE

STEEL FRAME SET

1" DIA. SCH 40 TUBE

SWING HINGES (TYP)

GALVANIZE GATE

PAINTED BLACK WITH

6-5/8" DIA. GATE POST.

16'-0"

VIEW FOR CLARITY

NOT SHOWN IN TOP

1x6 TOP PLATE

FOOTING (TYP)

1' DIA. CONCRETE

FOOTING

3' DIA. CONCRETE

DETAIL 4/C201

SEE FENCE

(TYP.)

1'-0"

(M

IN

(T Y

P

FOOTING

CONCRETE

4'-0"

BRACING

2x4 DIAG.

GRADE LINE2

DETAIL 4/C201

SEE FENCE

VIEW FOR CLARITY

NOT SHOWN IN TOP

1x6 TOP PLATE

FOOTING

CONCRETE

6" DIA.

HASP & LOCK, INSIDE ONLY.

HARDWARE WITH

FURNISH BLACK GATE ENTRY

FOOTING (TYP)

1' DIA. CONCRETE

OUTSIDE ONLY

WITH HASP AND LOCK,

INSIDE AND OUTSIDE

ENTRY HARDWARE,

FURNISH BLACK GATE

W

S T

E R

N P

R O

P E

R T

Y L

I N

E

GENERATOR

1 2 3

FOR CONSTRUCTION DETAILS

SEE ARCHITECTURAL AND STRUCTURAL DWGS.

NOTE:

PROJECT NO. DRAWING NO.

SCALE:

PROJECT:

NO. REVISIONS DATE

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

PS

D

A T

E

T

IM

E

F

IL

E

RWD

WELL STATION #5

CONSTRUCTION OF

OCEAN BEACH

VILLAGE OF

OCEAN BEACH, NY

503 BAYBERRY WALK

5991-50-2

01/10/2018

SCALE: AS SHOWN

DETAILS II

C-202

PROJECT ENGINEER:

516.513.1313

Westbury • New York • 11590

1400 Old Country Road, Ste.106 de Bruin Engineering, P.C.

de Bruin Civil Engineering & Construction Management

BID DOCUMENTS0 06-27-25

THRUST BLOCK

C900 PVC (BLUE BRUTE)

EXISTING 8" DIA.

GLAND

RETAINER

GLAND

RETAINER

ALIGNMENT AND PROVIDE THRUST RESTRAINT.

WITH C900 PVC PIPE. CONNECTION TO MAINTAIN

ADAPTER AND PIPE STIFFENER COMPATIBLE

INSTALL MJ TEE WITH APPROVED RESTRAINT

REMOVE SECTION OF EXISTING MAIN TO

GLAND

RETAINER

AND CONVER TO GRADE

8" GATE VALVE, VALVE BOX

GLAND

RETAINER

8" DIA. DUCTILE IRON PIPE (DIP), TYP.

NEW MAIN

NOT TO SCALE

CONNECTION OF NEW MAIN TO EXISTING 8" MAIN

MANUFACTURER'S INSTRUCTIONS

CONCRETE THRUST BLOCK. INSTALL PER AWWA C600 AND

PIPE. INCLUDE STAINLESS STEEL PIPE STIFFENER AND

MECHANICAL RESTRAINT SYSTEM SUITABLE FOR C900 PVC

SHALL USE RESTRAINED MECHANICAL JOINT TEE WITH

2. DUCTILE IRON PIPE CONNECTION TO EXISTING PVC MAIN

WORK.

OFFICER AND VILLAGE PRIOR TO COMMENCEMENT OF THE

COORDINATE INSTALLATION WITH THE CONTRACTING 1.

NOTES:

CONNECTION)

STIFFENER INSIDE PVC (TYP DIP TO PVC

RING. INSTALL STAINLESS STEEL PIPE

PVC PIPE – WEDGE STYLE WITH INTEGRAL GRIP

MECHANICAL JOINT RESTRAINT ADAPTER FOR

DIA.

PIPE

SCALE: 1/4" = 1'-0"

SANITARY PIPE BEDDING DETAIL

12" 12"

SEE DETAIL 3/C201

TYPE 7 BASE COURSE

FILTER FABRIC - GEOTEX 601

SCHEDULE.

AS SHOWN ON THE THRUST BLOCKING

5. VOLUME OF THRUST BLOCKING SHALL BE

PRIOR TO POURING BLOCKING.

WRAPPED WITH 10 MIL POLYETHYLENE

4. ALL FITTING AND ACCESSORIES TO BE

OR GLANDS.

3. NO CONCRETE SHALL COVER ANY BOLTS

SOIL.

(BLOCKING AREA) AGAINST UNDISTURBED

FORMED WITH THE WIDEST PART

CONCRETE WEDGE SHAPE MORE EASILY

BE KEPT FAIRLY DRY, THUS MAKING THE

2. CONCRETE FOR THRUST BLOCKING SHALL

1. CONCRETE SHALL BE 4,000PSI MIN.

NOTES:

A

A

45°

B

PLAN BENDS PLAN TEES

SECTION X-X

BENDS & TEES

6" MIN.

/2

/2

6"

MIN.

SOIL (TYP.)

UNDISTURBED

NOT TO SCALE

THRUST BLOCK DETAIL

12"

10"

8"

6"

4"

SIZE

PIPE

A B A B A B A

BEND BEND TEE

AB B

3'-3"

4'-3"

5'-3"

6'-0"

1'-3"

1'-9"

2'-3"

2'-6"

3'-3"

2'-3" 2'-0"

2'-6"

4'-0"

4'-6"

0'-9"

1'-3"

1'-9"

2'-0"

2'-3"

3'-3"

1'-3"

2'-0"

2'-3"

3'-0"

3'-3"

0'-9"

0'-9"

1'-3"

1'-3"

1'-9"

1'-0"

1'-3"

1'-9"

2'-0"

2'-3"

0'-6"

0'-9"

0'-9"

1'-0"

1'-3"

2'-0"

3'-0"

3'-3"

4'-3"

5'-3"

1'-0"

1'-3"

2'-0"

2'-3"

2'-6"

SCALE: 1/4" = 1'-0"

WELL DISCHARGE PIPE TANK DETAIL

GRADE

EXISTING

NORTH WALL

INVERT = 8.0' AT

OVERFLOW PIPE

12"Ø CLASS 53DI

SANITARY PIPE

EXISTING 8"Ø

ELEV = 2.5'

SEE STRUCTURAL PLANS

CONC. SLAB

SEE C103 & C104 PLANS

8"Ø BLOW OFF PIPE.

SEE MEP PLANS

WELL DISTRIBUTION PIPE

F L O

W

F L O

W

FLOW

SEE MEP PLANS

WELL PIPE

1 2 3 4 5

(SEE STRUCTURAL PLANS)

WALL ELEV. 9.0'

TOP OF WEST SEE MEP PLANS

PIPE ELEV. 10.0'

WELL BLOW OFF

5.0'

3.0'

FLOW

DESIGN LOADS

1. DESIGN LOADS SHALL CONFORM TO THE FOLLOWING:

NEW YORK STATE BUILDING CODE 2015

ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.

2. BUILDING CATEGORY .................................................................. IV

ASCE 24 SITE CLASS TABLE 20.3 .............................................. E

3. LIVE LOADS -

FLOOR LEVEL (TABLE 1607.1) 250 PSF

4. SNOW LOAD:

-GROUND SNOW LOAD Pg.................... 30 PSF

-FLAT ROOF LOAD Pf .................... 27.7 PSF

-SNOW EXPOSURE CATEGORY Ce.................... 1.0

-SNOW IMPORTANCE FACTOR Is..................... 1.2

-SNOW THERMAL FACTOR Ct..................... 1.1

5. WIND LOADS:

-WIND VELOCITY V.............................................. 150 MPH

-WIND EXPOSURE ................................................. C

-C & C VELOCITY AT MEAN ROOF ....................... qh 38.3 PSF

-INTERNAL PRESSURE COEFFICIENT................. GCpi ± 0.18

6. SEISMIC LOADS:

-SEISMIC USE GROUP ................................................... IV

-SEISMIC IMPORTANCE FACTOR ............................... 1.50

-SHORT PERIOD SPECTRAL REPSONSE..................... Ss 0.182g

-1-SECOND SPECTRAL RESPONSE.............................. S1 0.059g

-SITE CLASS .................................................................... E

-SHORT PERIOD SPECTRAL RESPONSE COEFF. ...... Sds 0.304g

-1-SECOND SPECTRAL RESPONSE COEFF. ............... Sd1 0.137g

-SEISMIC DESIGN CATEGORY ...................................... D

-RESPONSE MODIFICATION FACTOR .......................... R=5

(SPECIAL REINFORCED CONCRETE SHEAR WALLS)

7. FLOOD LOADS:

-FEMA FLOOD ZONE...................................................... AE

-BASE FLOOD ELEVATION (NAVD88)........................... 7 feet

-FLOOD INSURANCE RATE MAP.................................. 36103C0894H

GENERAL

1. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH FEDERAL LAW,

THE NEW YORK STATE BUILDING CODE AND WITH THE RULES AND REGULATIONS

OF ALL LOCAL AGENCIES, DEPARTMENTS, OR LAWS HAVING JURISDICTION OVER

ANY PORTION OR SPECIFIC PHASE OF THE WORK. THE CONTRACTOR SHALL

COORDINATE THE WORK WITH PUBLIC UTILITY COMPANIES HAVING JURISDICTION.

2. CONTRACTOR SHALL COORDINATE STRUCTURAL DRAWINGS WITH

ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS.

3. SIZE AND LOCATION OF ALL EQUIPMENT PADS AND PENETRATIONS THROUGH THE

STRUCTURE, SHALL BE VERIFIED BY THE MECHANICAL AND ELECTRICAL

CONTRACTORS. ALL PENETRATIONS SHALL BE SUBJECT TO APPROVAL BY THE

CONTRACTING OFFICER.

4. CONTRACTOR SHALL CONFORM TO PROJECT SPECIFICATIONS IN ADDITION TO

THESE GENERAL NOTES.

5. THE CONTRACTOR SHALL NOT MAKE DEVIATIONS FROM DESIGN DRAWINGS

WITHOUT WRITTEN APPROVAL FROM THE CONTRACTING OFFICER.

6. IF THERE IS A DISCREPANCY ON THE CONSTRUCTION DOCUMENTS, THE

CONTRACTING OFFICER SHALL BE NOTIFIED IMMEDIATELY SO THAT THE

DISCREPANCY CAN BE RESOLVED. UNLESS OTHERWISE INDICATED IN WRITING BY

THE CONTRACTING OFFICER, THE MORE CONSERVATIVE INTERPRETATION OF THE

CONSTRUCTION DOCUMENTS SHALL APPLY IN ACCORDANCE WITH 52.236-21

SPECIFICATION AND DRAWINGS FOR CONSTRUCTION.

7. DO NOT SCALE DRAWINGS -- WRITTEN DIMENSIONS CONFIRMED BY FIELD

CONDITIONS TAKE PRECEDENCE. IF DISCREPANCY ARISES BASED ON FIELD

CONDITIONS, CONSULT WITH THE CONTRACTING OFFICER BEFORE PROCEEDING

WITH WORK OR ORDERING MATERIALS.

8. (*) AFTER ANY DIMENSION OR ELEVATION ON THESE DRAWINGS DENOTES A

DIMENSION OR ELEVATION TO BE VERIFIED WITH THE CONTRACTING OFFICER AND

CONFIRMED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.

OTHERWISE THE (*) DIMENSION OR ELEVATION IS NOT TO BE USED FOR

CONSTRUCTION.

9. ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TYPICAL AND APPLY FOR THE

SAME AND SIMILAR CONDITIONS, UNLESS OTHERWISE SPECIFICALLY NOTED.

10. ANY ITEM OF WORK NECESSARY FOR PROPER COMPLETION OF CONSTRUCTION,

WHICH IS NOT SPECIFICALLY COVERED ON THE DRAWINGS OR IN THE

SPECIFICATIONS, SHALL BE CONSIDERED INCLUDED IN THIS WORK AND SHALL BE

PERFORMED IN A MANNER DEEMED GOOD PRACTICE OF THE TRADE INVOLVED.

11. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE SAFETY OF THE

PUBLIC AND PROPERTY DURING CONSTRUCTION OPERATIONS AND UNTIL

COMPLETION OF ALL WORK.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND

PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE,

COLLAPSE, DISTORTION, AND MISALIGNMENT.

13. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR "MEANS & METHODS" OF

CONSTRUCTION.

14. THE CONTRACTING OFFICER SHALL NOT BE RESPONSIBLE FOR THE

PERFORMANCE OR THE WORK OF THE GENERAL CONTRACTOR, OWNER, OR ANY

OTHER SUBCONTRACTORS NOR SHALL HE GUARANTEE THEIR PERFORMANCE.

15. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY IF HE OR

SHE CANNOT COMPLY WITH ALL REQUIREMENTS.

16. THE DESIGNER OF RECORD SHALL NOT BE RESPONSIBLE FOR ANY CHANGES TO

THIS PROJECT MADE BY THE GOVERNMENT, GENERAL CONTRACTOR OR ANY

SUBCONTRACTOR OR MATERIAL SUPPLIER UNLESS PROPERLY AUTHORIZED, IN

WRITING, BY THE CONTRACTING OFFICER.

INSPECTIONS, TESTS AND REPORTS (REF: 080605)

1. ALL REQUIRED INSPECTIONS AND TESTS SHALL BE PERFORMED BY AN APPROVED

TESTING AND INSPECTION SERVICE.

2. SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING, UNLESS SPECIFICALLY

NOTED OTHERWISE.

A. REINFORCING STEEL PLACEMENT.

B. INSTALLATION OF CONCRETE OR MASONRY ANCHORS OR DOWELS.

C. PLACEMENT OF CONCRETE.

D. COMPACTED FILL.

E. MECHANICAL COUPLERS FOR REINFORCING BARS AND THREADED ROD

SPLICING.

F. DEEP FOUNDATION ELEMENTS.

3. INSPECTIONS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND

PROVISIONS STIPULATED IN THE NEW YORK STATE BUILDING CODE.

A. CONCRETE CONSTRUCTION BC 1704.3 & TABLE 1705.3

B. WELDING OF REINFORCING BARS BC 1705.3.2

C. SOILS BC 1705.6 & TABLE 1705.6

D. HELICAL PILE FOUNDATIONS BC 1705

4. COPIES OF ALL INSPECTION AND TEST REPORTS SHALL BE FURNISHED TO THE

CONTRACTING OFFICER.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL

WORK WHICH IS DETERMINED BY TESTING AND INSPECTION NOT TO COMPLY WITH

SPECIFIED STANDARDS.

6. LABORATORY AND INSPECTION FEES SHALL BE PAID FOR BY CONTRACTOR.

CONTROLLED INSPECTION

1. THE CONTRACTOR SHALL PROVIDE FOR CONTROLLED INSPECTIONS OF ANY

OTHER WORK AS MAY BE REQUIRED BY THE BUILDING DEPARTMENT.

2. ALL CONTROLLED INSPECTION OF MATERIALS, ASSEMBLIES AND METHODS OF

CONSTRUCTION SHALL BE AS PER CHAPTER 17 OF THE NEW YORK STATE BUILDING

CODE, ALONG WITH OTHER RELEVANT ARTICLES OR REFERENCES OF THE CODE.

3. ALL CONTROLLED INSPECTION SHALL BE MADE AND WITNESSED BY OR BE

UNDER THE SUPERVISION OF A LICENSED PROFESSIONAL ENGINEER RETAINED BY THE

CONTRACTOR AND ACCEPTABLE TO THE CONTRACTING OFFICER.

4. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER FOR CONTROLLED

INSPECTIONS AT LEAST 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES.

5. THE CONTRACTING OFFICER HAS NOT BEEN RETAINED TO PERFORM

CONTROLLED INSPECTION OR GENERAL FIELD SUPERVISION.

6. THE CONTRACTOR SHALL NOTIFY THE CONTROLLED INSPECTION ENGINEER, IN

WRITING, AT LEAST 72 HOURS, PRIOR TO THE START OF EVERY CONSTRUCTION

ACTIVITY REQUIRING A CONTROLLED INSPECTION.

7. ALL CONSTRUCTION WORK REQUIRING CONTROLLED INSPECTION SHALL REMAIN

EXPOSED AND ACCESSIBILE UNTIL THE CONTROLLED INSPECTION ENGINEER HAS

ACCEPTED THE CONSTRUCTION WORK.

8. CONSTRUCTION WORK SHALL NOT COMMENCE UNTIL THE FOLLOWING ARE

SATISFIED:

A. THE CONTRACTOR IDENTIFIES THE CONTROLLED INSPECTION ENGINEER

B. A SIGNED AND SEALED CONCRETE MIX DESIGN IS SUBMITTED TO THE

CONTRACTING OFFICER

C. THE CONTRACTING OFFICER ACKNOWLEDGES RECEIPT AND APPROVAL OF THE

CONCRETE MIX DESIGN IN WRITING.

CONSTRUCTION

1. PRIOR TO START OF WORK, CONCRETE DESIGN MIX SHALL BE SUBMITTED TO

THE CONTRACTING OFFICER FOR REVIEW.

2. TWO SETS OF FOUR STANDARD CONCRETE CYLINDERS SHALL BE TAKEN, ONE

SET FROM THE FOOTING POUR AND ONE SET FROM THE COLUMN POUR.

3. FROM EACH SET OF CONCRETE CYLINDERS, ONE SPECIMEN SHALL BE TESTED

AT 7 DAYS, TWO SPECIMENS TESTED AT 28 DAYS AND ONE SPECIMEN RETAINED IN

RESERVE FOR LATER TESTING IF REQUIRED. COMPRESSIVE STRENGTH TESTS SHALL

CONFORM TO ASTM C39.

4. CONTRACTOR SHALL SUBMIT CONCRETE TEST RESULTS WITHIN 24 HOURS

AFTER EACH TEST FOR REVIEW

FOUNDATION

1. THE FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL REPORTS

PREPARED BY J.R. HOLZMACHER P.E., LLC DATED MAY 25, 2017.

2. ALL FOOTINGS AND GRADE BEAMS SHALL BE SUPPORTED ON PILES.

3. MAXIMUM SLOPE BETWEEN BOTTOMS OF FOOTINGS SHALL BE ONE VERTICAL TO

TWO HORIZONTAL.

4. THE DESIGN, ADEQUACY AND SAFETY OF BRACING, SHORING OF TEMPORARY

SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR.

5. FOOTINGS FOR STAIRS, CONCRETE APRONS AND RAMPS SHALL BEAR AT OR

BELOW MINIMUM BEARING DEPTH, MINIMUM BEARING DEPTH IS 3'-0" BELOW FINISHED

GRADE.

6. FOOTING ELEVATIONS SHOWN ON FOUNDATION PLAN ARE BASED ON THE

BORINGS AND CONSTITUTE THE BEST AVAILABLE INFORMATION. IT MAY BE

NECESSARY TO LOWER FOOTINGS DUE TO FIELD CONDITIONS IN ORDER TO REACH

ADEQUATE BEARING MATERIAL. FOOTINGS SHALL NOT BE CONSTRUCTED UNTIL SOIL,

PREPARED FOR BEARING HAS BEEN APPROVED.

7. NO BACKFILLING OR COMPACTION AGAINST WALLS SHALL BE DONE UNTIL THE

CONCRETE HAS ATTAINED FULL STRENGTH AND SUPPORTING SLABS ARE IN PLACE OR

WALLS HAVE BEEN ADEQUATELY BRACED.

8. BACKFILL AGAINST GRADE BEAMS SHALL BE PLACED EVENLY ON BOTH SIDES.

9. FILL AND BACKFILL MATERIAL SHALL BE FREE OF DELETERIOUS ORGANIC

MATTER.

10. CONSTRUCTION JOINTS IN WALLS SHALL BE VERTICAL JOINTS LOCATED A

MINIMUM DISTANCE OF 4'-0" FROM ANY WALL OPENINGS OR CONCENTRATED LOADS.

11. NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN WALLS,

BUTTRESSES, OR FOOTINGS UNLESS SPECIFICALLY SHOWN.

12. SPREAD FOOTINGS SHALL BE LOCATED SUCH THAT COLUMNS ARE CENTERED

OVER FOOTINGS IN BOTH DIRECTIONS, UNLESS NOTED OTHERWISE ON PLAN.

13. NO FOOTING SHALL BE PLACED IN WATER OR ON FROZEN GROUND.

14. STANDARD PROCEDURES OF FROST PROTECTION FOR FOOTINGS AND FOOTING

EXCAVATIONS SHALL BE USED FOR WINTER CONSTRUCTION. BACKFILLING OF FOOTING

EXCAVATIONS SHALL BE DONE AS SOON AS POSSIBLE TO PROTECT FOOTINGS FROM

FROST ACTION.

15. WATERSTOPS SHALL BE PLACED IN ALL CONSTRUCTION JOINTS BELOW GROUND

LEVEL AND AS SHOWN ON THE DRAWINGS.

16. CONTRACTOR SHALL VERIFY ALL ELEVATIONS AND POSITIONS OF EXISTING

FOUNDATIONS AT OR ADJACENT TO NEW CONSTRUCTION AND SUBMIT FIELD

SKETCHES AS MAY BE REQUIRED FOR CONTRACTING OFFICER'S APPROVAL BEFORE

STARTING ANY FIELD WORK.

CONCRETE

1. ALL CONCRETE WORK SHALL CONFORM TO ACI 318-14 SPECIFICATIONS FOR

STRUCTURAL CONCRETE FOR BUILDINGS AND ACI-301 BUILDING CODE REQUIREMENTS

FOR REINFORCED CONCRETE.

2. ALL CONCRETE SHALL BE 4000 P.S.I. CONTROLLED STONE OR GRAVEL

CONCRETE, AIR ENTRAINED WHERE EXPOSED.

3. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60.

4. ALL REINFORCING SHALL BE EPOXY COATED AND CONFORM TO ASTM A775.

5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064 WITH A MINIMUM

ULTIMATE STRENGTH OF 70,000 PSI.

6. REINFORCING BARS SHALL BE SPLICED A MINIMUM OF 45 BAR DIAMETERS OR 24"

WHICHEVER IS GREATER, UNLESS OTHERWISE NOTED. LAP TOP BARS AT MIDSPAN

AND BOTTOM BARS AT SUPPORTS.

7. DEVELOPMENT LENGTH, Ld (or ld) SHALL BE 35 BAR DIAMETERS OR 18", WHICHEVER IS GREATER, UNLESS OTHERWISE NOTED.

8. MINIMUM EMBEDMENT FOR STANDARD HOOKS SHALL BE 16 BAR DIAMETERS

UNLESS OTHERWISE NOTED. THE 90 DEGREE END HOOK SHALL HAVE A MINIMUM

LENGTH OF 12 BAR DIAMETERS.

9. MINIMUM CONCRETE COVERING OF REINFORCING STEEL SHALL BE AS FOLLOWS:

3/4" FOR SLABS

1" FOR INSIDE FACE OF WALLS

1 1/2" FOR BEAMS AND COLUMNS

1 1/2" FOR FORMED CONCRETE SURFACES EXPOSED WEATHER

2" FOR FORMED CONCRETE SURFACES EXPOSED TO EARTH

3" FOR FOOTINGS AND BEAMS POURED DIRECTLY AGAINST SOIL.

10. ALL WALLS 12" THICK OR GREATER SHALL HAVE 2-#6 CONTINUOUS TOP AND

BOTTOM BARS. ALL OTHER WALLS SHALL HAVE 2-#5 CONTINUOUS TOP AND BOTTOM

BARS UNLESS OTHERWISE SHOWN.

11. NON-SHRINK GROUT SHALL BE NON-METALLIC WITH A MINIMUM COMPRESSIVE

STRENGTH OF 7000 P.S.I.

12. PROVIDE PROPER HIGH CHAIRS, SPACERS AND SUPPORTS TO HOLD

REINFORCING SECURELY IN PLACE WHILE PLACING CONCRETE.

13. THE CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL SLEEVES, INSERTS

ANCHOR BOLTS, ETC. REQUIRED BY OTHER TRADES. INSTALLATION OF ALL SUCH

EMBEDMENTS SHALL BE CHECKED FOR COMPLETENESS AND LOCATION BEFORE

CONCRETE IS POURED AND COORDINATED WITH SHOP DRAWINGS OF TRADES

REQUIRING THESE ITEMS. MINIMUM CONCRETE BETWEEN SLEEVES SHALL BE 6 INCHES

14. UNLESS OTHERWISE NOTED ON DRAWINGS, SLEEVES FOR PIPING THRU WALLS

SHALL BE STEEL PIPE SLEEVES OF NOMINAL DIAMETER 2 INCHES LARGER THAN THE

NOMINAL SIZE OF THE PIPE PENETRATING THE WALL. THE THICKNESS OF THE SLEEVE

SHALL CONFORM TO SCHEDULE NO. 40 BUT NEED NOT BE MORE THAN 3/8 INCH.

15. PROVIDE EXPANSION, CONTROL AND CONSTRUCTION JOINTS AS REQUIRED BY

APPLICABLE SECTIONS OF ACI 301-84.

16. VERTICAL CONTRACTION JOINTS AT 20' C/C (MAXIMUM 10' FROM CORNERS) SHALL

BE PROVIDED IN ALL WALLS OR AS INDICATED ON DRAWINGS.

A. AT EACH CONTRACTION JOINT LOCATION, THERE SHALL BE EITHER:

1. TWO V-JOINTS, ONE IN EACH FACE OF WALL OR

2. ONE LARGER V-JOINT ON THE FACE NOT EXPOSED TO EARTH.

B. AT EACH LOCATION WHERE A V-JOINT IS EXPOSED TO EARTH, INCLUDE BACKER

ROD & SEALANT WITHIN JOINT, WATERSTOP WITHIN WALL.

C. THE SUM OF THE NOTCH DEPTH AT EACH CONTRACTION JOINT LOCATION SHALL

BE AT LEAST ¼ OF THE WALL THICKNESS.

D. SEE DRAWINGS FOR TYPICAL CONCRETE WALL CONTRACTION JOINT DETAIL.

16. EXPANSION AND CONTRACTION JOINTS BETWEEN CONCRETE MEMBERS SHALL

BE FILLED WITH APPROVED MATERIAL. SEE SPECIFICATIONS FOR DETAILS.

17. PROVIDE WATERSTOPS AT ALL CONSTRUCTION JOINTS BELOW GRADE LEVEL

AND AS SHOWN ON DRAWINGS. FOR DESCRIPTION, SEE SPECIFICATIONS.

18. VERTICAL DOVETAIL GALVANIZED IRON ANCHOR SLOTS, 24" C/C SHALL BE

PROVIDED FOR ALL CONCRETE FACED WITH MASONRY, 2'-0" OR MORE IN HEIGHT.

19. ALL TEMPORARY OPENINGS AND BEAM OR COLUMN POCKETS SHALL BE FILLED.

PROVIDE 2x4 KEY AROUND OPENING OR POCKET.

20. NO CONSTRUCTION SHALL BE MADE WITHOUT REINFORCEMENT. UNLESS

OTHERWISE NOTED, THE FOLLOWING PERCENTAGE OF THE CROSS SECTIONAL AREA

SHALL BE PROVIDED AS MINIMUM REINFORCEMENT:

SLABS, TOP AND BOTTOM ............... 0.20%

BEAMS, TOP AND BOTTOM ............... 0.33%

STIRRUPS .......................................... #3 @ 8"

COLUMNS, VERTICAL ......................... 1.0%

COLUMNS, VERTICAL TIES ................. #3 @ 12"

WALLS, SEE TYPICAL WALL DETAILS.

21. CALCIUM CHLORIDE SHALL NOT BE USED IN CONCRETE MIXES.

22. BACKFILL WITH LEAN CONCRETE TO BOTTOM OF FOOTING AROUND ALL PIPING

PASSING BELOW THE SPREAD FOOTINGS. MINIMUM LENGTH OF LEAN CONCRETE

ENCASEMENT SHALL BE FOOTING WIDTH PLUS 4 FEET. SEE DRAWINGS FOR TYPICAL

DETAILS OF PIPE AT FOOTINGS.

23. WHERE NEW CONCRETE IS TO BE PLACED AGAINST EXISTING CONCRETE

SURFACES, THE EXISTING SURFACE SHALL BE ROUGHENED TO A FULL AMPLITUDE OF

APPROXIMATELY 1/4 INCH. THE SURFACE SHALL BE CLEANED AND LAITANCE REMOVED

IMMEDIATELY. ALL CONSTRUCTION JOINTS SHALL BE MOISTENED AND STANDING

WATER REMOVED BEFORE THE NEW CONCRETE IS PLACED.

24. FOR EMBEDDED INSERT LOCATIONS, DETAILS, ELEVATIONS, ETC NOT SHOWN ON

THE STRUCTURAL DRAWINGS REFER TO THE ARCHITECTURAL DRAWINGS.

25. UNLESS OTHERWISE NOTED, REINFORCING BARS OR WELDED WIRE FABRIC

SHALL NOT BE WELDED, TACK-WELDED OR USED FOR STRIKING AN ARC.

26. COLD WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI-306R.

27. THROUGHOUT CONSTRUCTION, THE CONCRETE WORK SHALL BE ADEQUATELY

PROTECTED AGAINST DAMAGE DUE TO EXCESSIVE LOADING, CONSTRUCTION

EQUIPMENT, MATERIALS OR METHODS, ICE, RAIN, SNOW, EXCESSIVE HEAT AND

FREEZING TEMPERATURES.

28. EARLY DRYING OUT OF CONCRETE, ESPECIALLY DURING THE FIRST 24 HOURS,

SHALL BE CAREFULLY GUARDED AGAINST. ALL SURFACES SHALL BE MOIST CURED OR

PROTECTED USING A MEMBRANE CURING AGENT APPLIED AS SOON AS FORMS ARE

REMOVED. IF MEMBRANE CURING AGENT IS USED, EXERCISE CARE NOT TO DAMAGE

COATING.

HELICAL SCREW ANCHORS / HELICAL PIERS

1. THE NAME OF THE SPECIFIC HELICAL SCREW ANCHOR (HSA) MANUFACTURER

SHALL BE SUBMITTED FOR APPROVAL.

2. AN INSTALLER WHO IS AUTHORIZED AND TRAINED BY THE MANUFACTURER TO

INSTALL ITS PRODUCTS SHALL INSTALL THE HELICAL SCREW ANCHORS. PROOF OF

AUTHORIZATION AND TRAINING SHALL BE SUBMITTED PRIOR TO THE START OF WORK.

3. THE HSA INSTALLER SHALL HAVE DEMONSTRATED EXPERIENCE ON PROJECTS OF

SIMILAR SIZE AND COMPLEXITY AND SHALL SUBMIT A LIST OF SUCCESSFULLY

COMPLETED PROJECTS.

4. EACH HSA SHALL BE DESIGNED TO HAVE A MINIMUM ALLOWABLE COMPRESSIVE

CAPACITY AS INDICATED ON THE HELICAL SCREW ANCHOR SCHEDULE.

5. THE HSA PILES INDICATED ON PLAN THAT REQUIRE LATERAL CAPACITY SHALL

HAVE A MINIMUM LATERAL ALLOWABLE CAPACITY AS INDICATED ON THE HELICAL

SCREW ANCHOR SCHEDULE.

6. EACH HSA SHALL BE HOT-DIPPED GALVANIZED STEEL IN ACCORDANCE WITH

ASTM A123.

7. A PROFESSIONAL ENGINEER EMPLOYED BY THE HELICAL SCREW MANUFACTURER

SHALL DESIGN EACH HSA.

8. PRIOR TO THE START OF WORK, THE FOLLOWING ITEMS, SIGNED AND SEALED BY A

NEW YORK STATE PROFESSIONAL ENGINEER, SHALL BE SUBMITTED FOR APPROVAL:

a. MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS

INCLUDING:

i. HSA ATTACHMENT TO STRUCTURE RELATIVE TO NEW PILE CAP.

ii. HSA BRACKET FOR SUPPORTING EXISTING FOUNDATION WALL.

b. SITE SPECIFIC CALCULATION, PREPARED BY A NYS PROFESSIONAL ENGINEER, SHOWING THE FOLLOWING INFORMATION

i. REFERENCE TO RELEVANT SOIL BORINGS AND/OR SOIL REPORTS.

ii. REFERENCE RELEVANT STRUCTURAL DRAWING OR OTHER PLAN SHOWING

HSA LOCATIONS.

iii. HSA DESIGN LOAD (USING 2.0 FACTOR OF SAFETY FROM ULTIMATE).

iv. TYPE AND SIZE OF CENTRAL STEEL SHAFT.

v. HELICAL CONFIGURATION (NUMBER AND DIAMETER OF HELIX PLATES).

vi. MINIMUM EFFECTIVE TORQUE.

vii. MINIMUM OVERALL LENGTH.

viii. MAXIMUM ALLOWABLE TORQUE.

ix. HSA ATTACHMENT TO STRUCTURE RELATIVE TO PILE CAP.

c. QUALITY ASSURANCE SUBMITTALS INCLUDING THE FOLLOWING:

i. MANUFACTURER'S DESIGN DATA AND CALCULATIONS.

ii. CERTIFIED TEST REPORTS.

iii. MANUFACTURER'S CERTIFICATION THAT PRODUCTS MEET OR EXCEED

REQUIREMENTS.

9. HSA INSTALLATION OPERATION SHALL BE SUPERVISED BY A NYS PROFESSIONAL

ENGINEER. THE INSPECTOR SHALL KEEP A COMPLETE RECORD OF THE PILE

INSTALLATION OPERATION.

10. IF, DURING INSTALLATION, THE MINIMUM TORQUE REQUIREMENT HAS NOT BEEN

SATISFIED AT THE MINIMUM DEPTH LEVEL, THE CONTRACTOR SHALL HAVE THE

FOLLOWING OPTIONS:

a. INSTALL THE PILE DEEPER USING ADDITIONAL EXTENSIONS UNTIL THE

SPECIFIED TORQUE LEVEL IS OBTAINED.

b. REMOVE THE EXISTING PILE AND INSTALL A PILE WITH LARGER AND/OR MORE

HELICES. THE REVISED PILE SHALL BE INSTALLED BEYOND THE TERMINATION

DEPTH OF THE ORIGINAL PILE, AS DIRECTED BY THE SUPERVISING HSA ENGINEER.

c. ADD ADDITIONAL PILES AS RECOMMENDED BY THE SUPERVISING HSA ENGINEER.

11. IF, DURING INSTALLATION, THE MAXIMUM TORQUE RATING OF THE PILE AND/OR

INSTALLING UNIT HAS BEEN REACHED PRIOR TO SATISFYING THE MINIMUM DEPTH

REQUIREMENT. THE CONTRACTOR SHALL HAVE THE FOLLOWING OPTIONS:

a. INCREASE THE TERMINAL TORQUE TO A MAXIMUM ALLOWABLE TORQUE.

b. AFTER CONSULTING WITH THE SUPERVISING HSA ENGINEER, THE CONTRACTOR

MAY REDUCE THE SIZE OF THE HELIX AS REQUIRED TO ACHIEVE THE MINIMUM

DEPTH WHILE STILL ACHIEVING THE MINIMUM TORQUE.

12. HSA ANCHORS SHALL BE INSTALLED AT LOCATIONS AS SHOWN ON THE

STRUCTURAL DRAWINGS. ALL CHANGES IN HSA LOCATION SHALL BE APPROVED BY

THE CONTRACTOR'S NYS LICENSED PROFESSIONAL ENGINEER AND THE CONTRACTING

OFFICER.

13. IF UNDERGROUND OBSTRUCTIONS ARE ENCOUNTERED DURING INSTALLATION,

THE CONTRACTOR SHALL HAVE THE OPTION OF REMOVING THE OBSTRUCTION IF

POSSIBLE OR RELOCATING THE PILE WITH THE CONTRACTING OFFICER'S APPROVAL.

THE LATTER OPTION MAY REQUIRE THE RELOCATION OF ADJACENT PILES.

14. UPON INSTALLATION OF HSA'S THE FOLLOWING ITEMS SHALL BE SUBMITTED FOR

RECORD PURPOSES:

a. INSTALLER'S FIELD REPORTS RECORDING THE FOLLOWING:

i. PROJECT NAME AND LOCATION

ii. NAME OF CONTRACTOR'S FOREMAN OR REPRESENTATIVE WHO WITNESSED

INSTALLATION.

iii. DATE AND TIME OF INSTALLATION.

iv. TYPE, SIZE AND ACTUAL LOCATIONS OF HSA WITH REFERENCE NUMBERS

v. TORQUE INSTALLATION RECORDS ON ALL HSA.

vi. OVERALL DEPTH FOR ALL HAS REFERENCED FROM BOTTOM OF GRADE BEAM

OR FOOTING.

vii. TORQUE MONITORING CALIBRATION DATA.

15. THE ALLOWABLE VERTICAL AND LATERAL STRUCTURAL CAPACITY SHALL BE

VERIFIED BY ONE LOAD TEST PER PILE TYPE IN ACCORDANCE WITH ASTM D1143 AND

ASTM D3966. CONTRACTOR SHALL SUBMIT PROPOSED TEST METHODS FOR APPROVAL

PRIOR TO START OF WORK.

17-1851

MTS

DK / TC

06/16/2017

5591-50-2 de Bruin

PRIOR TO START OF STRUCTURAL WORK:

1. CONTRACTOR SHALL CHECK FOR LATEST

PROJECT BULLETINS AND ADDENDA.

2. CONTRACTOR SHALL CONFIRM THAT ALL

SUBCONTRACTORS ARE USING THE

LATEST STRUCTURAL DRAWINGS.

3. CONTRACTOR SHALL VERIFY ALL EXISTING

CONDITIONS RELATED TO NEW WORK

AND PROVIDE FIELD DIMENSIONS.

4. CONTRACTOR SHALL SUBMIT SHOP

DRAWINGS FOR REVIEW AND APPROVAL,

PRIOR TO MATERIAL ORDERING AND

FABRICATION.

PROJECT ENGINEER:

516.513.1313

Westbury • New York • 11590

1400 Old Country Road, Ste.106 de Bruin Engineering, P.C.

de Bruin Civil Engineering & Construction Management

B M

B M

B M

BM-1 BM-1 BM-1

BM-1 BM-1

B M

B M

B M

C1

P3

EL: +2'-6"

8N 8N

8N8N

KNEE WALL

BELOW (TYP.)

BM-1

C1

P3

8N

8N

P3P3

P3

P3

P3 P3

C1

P3

UPPER FLOOR FRAMING PLAN

SCALE: 1/4"=1'-0"

2 3

9'-8"

8'-3"

8'-3"

8'-3" 8'-3"

D

C

B

4'-3"

A

6'-4

NOTES:

1. AVERAGE EXISTING GRADE ELEVATION = +2.2' (NAVD 88) = REFERENCE ELEVATION UNLESS OTHERWISE NOTED.

2. TOP OF PLATFORM LEVEL SLAB ELEVATION = +11'-0", UNLESS OTHERWISE NOTED ON PLAN.

3. TOP OF PILE SUPPORTED GRADE BEAM TO BE AT ELEVATION = (+0'-0") UNLESS OTHERWISE NOTED THUS (......) ON PLAN.

4. REFER TO SHEET S-106 FOR CONCRETE WALL REINFORCING LAYOUT.

5. EAST-WEST REBAR IN SLABS ARE TO BE THE OUTER-MOST LAYER, UNLESS OTHERWISE NOTED.

6. INFORMATION SHOWN IN HELICAL SCEW ANCHOR SCHEDULE IS FOR ESTIMATING PURPOSED ONLY. FINAL DESIGN TO BE

DETERMINED AND SUBMITTED BASED ON THE PROJECT REQUIREMENTS IN THE DRAWINGS, GENERAL NOTES AND

SPECIFICATIONS.

7. 8N TANK FLOOR SLAB TO HAVE CONTINUOUS TOP AND BOTTOM REINFORCING, EACH WAY.

LEGEND:

INDICATES HELICAL SCREW ANCHORS. REFER TO GENERAL NOTES AND HELICAL SCREW ANCHOR

SCHEDULE FOR MORE INFORMATION.

INDICATES DRIVE-CAST DISPLACEMENT PILE HELICAL SCREW ANCHORS REQUIRING LATERAL CAPACITY.

REFER TO GENERAL NOTES AND HELICAL SCREW ANCHOR SCHEDULE FOR MORE INFORMATION.

INDICATES 8" THICK ONE-WAY CAST-IN-PLACE CONCRETE SLAB, REINFORCED WITH #6 @ 12" O/C, T&B E.W.

INDICATES 6" THICK ONE-WAY CAST-IN-PLACE CONCRETE SLAB, REINFORCED WITH #4 @ 6" O/C, T&B E.W.

6N

8N

6N

S-103

B M

B M

B M

B M

B M

EL: +11'-0"

B M

6N

6N

6N

6N

N

6N 6N6N

3'-0"

1'-0"

1'-7

1'-3

3'-9

5'-0

EMERGENCY

GENERATOR,

MAX OPERATING

WEIGHT 1304 LBS.

BM-2 BM-2 BM-2 BM-2 BM-2

C1C1C1

C1 C1 C1

C1C1C1

C1

2 3

9'-8"

8'-3"

8'-3"

8'-3" 8'-3"

D

C

B

4'-3"

A

6'-4

FOUNDATION FRAMING PLAN

SCALE: 1/4"=1'-0"

1'-0" CONCRETE

TANK WALL, TYP.

2'-0"

S-103

S-103

B M

BM-1 BM-1 BM-1

B M

BM-1

BM-1

B M

B M

BM-1

BM-1

B M

B M

SEE MEP DWGS.

FOR PIPING

ENCASEMENT

P3 C1

P2

C1

P2

C1

P2

C1

P2

P3

P3

C1

P2

C1

P2

6"

6"

2'-0"

C2

P1

BM-2 BM-2 BM-2

1'-8

BM-4

BM-4

N

C2

P1

C2

P1

C2

P1

C2

P1

C2

P1

C2

P1

C2

P1

REFER TO CIVIL & OTHER DRAWINGS FOR

PIPE LOCATIONS. SHOW PIPE PENETRATIONS

ON CONCRETE REBAR SHOP DRAWINGS

COORDINATE ELECTRICAL CONDUIT

EMBEDDED IN SLAB WITH MEP DRAWINGS

12" OVERFLOW PIPE,

INVERT AT EL. +8'-0".

SEE CIVIL DWGS.

3'-0"

C1

S-103

C2

P1

C2

P1

B M

B M

6" CURB AROUND

GENERATOR

S-103

BM-2BM-2

NOTE: EMBEDDED ELECTRICAL CONDUIT LAYOUT SHOP DRAWINGS

TO BE SUBMITTED FOR REVIEW AND APPROVAL. COORDINATE

ELECTRICAL CONDUIT LAYOUT WITH REBAR.

S-103

C1

2'-6"

1'-6"

NOTE: COORDINATE THE LOCATION & SIZE OF ALL MECHANICAL

OPENINGS, SLEEVES, SUPPORTS & EMBEDDED ITEMS WITH THE

MECHANICAL DRAWINGS. REFER TO MECHANICAL PLANS FOR

TYPICAL PIPE PENETRATION DETAILS. (SEE DWG M-103)

2'-0"

6" CURB AROUND

OPENING (SEE

TYP. DETAIL ON

S-104)

BM-4

6N

3'-3

17-1851

MTS

DK / TC

06/16/2017

5591-50-2 de Bruin

PRIOR TO START OF STRUCTURAL WORK:

1. CONTRACTOR SHALL CHECK FOR LATEST

PROJECT BULLETINS AND ADDENDA.

2. CONTRACTOR SHALL CONFIRM THAT ALL

SUBCONTRACTORS ARE USING THE

LATEST STRUCTURAL DRAWINGS.

3. CONTRACTOR SHALL VERIFY ALL EXISTING

CONDITIONS RELATED TO NEW WORK

AND PROVIDE FIELD DIMENSIONS.

4. CONTRACTOR SHALL SUBMIT SHOP

DRAWINGS FOR REVIEW AND APPROVAL,

PRIOR TO MATERIAL ORDERING AND

FABRICATION.

PROJECT ENGINEER:

516.513.1313

Westbury • New York • 11590

1400 Old Country Road, Ste.106 de Bruin Engineering, P.C.

1 2 3 4 6 D C B

ELEVATION

SCALE: 1/4"=1'-0"

ELEVATION

SCALE: 1/4"=1'-0"

5 A

M

I N

7 8

WOOD COLUMNS,

SEE ARCH. DWGS.

WOOD COLUMNS,

SEE ARCH. DWGS.

#6 @ 12

T&B EW

8" SLAB

12" OVERFLOW PIPE,

INVERT AT EL. +8'-0".

SEE CIVIL DWGS.

D C B

ELEVATION

SCALE: 1/4"=1'-0"

A

WOOD COLUMNS, SEE

ARCH. DWGS.

EL: +2'-6"

12" OVERFLOW PIPE,

INVERT AT EL. +8'-0".

SEE MEP DWGS.

3'-0"

TANK WALL TANK WALL

EXTEND TOP OF TANK WALL

TO UNDERSIDE OF BEAM

(TYP. EXCEPT AT GRID LINE 1 )

5'-0"

8"Ø PIPE

WELL, PIPE & CASING

SEE MEP DWGS

6" CURB AROUND

GENERATOR

6" CURB AROUND

GENERATOR

EL: +2'-6"EL: +2'-6"

WALL OPENING WIER

1 2

SECTION

SCALE: 3/4"=1'-0"

17-1851

MTS

DK / TC

06/16/2017

5591-50-2 de Bruin

PRIOR TO START OF STRUCTURAL WORK:

1. CONTRACTOR SHALL CHECK FOR LATEST

PROJECT BULLETINS AND ADDENDA.

2. CONTRACTOR SHALL CONFIRM THAT ALL

SUBCONTRACTORS ARE USING THE

LATEST STRUCTURAL DRAWINGS.

3. CONTRACTOR SHALL VERIFY ALL EXISTING

CONDITIONS RELATED TO NEW WORK

AND PROVIDE FIELD DIMENSIONS.

4. CONTRACTOR SHALL SUBMIT SHOP

DRAWINGS FOR REVIEW AND APPROVAL,

PRIOR TO MATERIAL ORDERING AND

FABRICATION.

PROJECT ENGINEER:

516.513.1313

Westbury • New York • 11590

1400 Old Country Road, Ste.106 de Bruin Engineering, P.C.

NOTES:

1. CORNER BARS SHALL HAVE THE SAME SIZE & SPACING OF LAPPED BARS.

2. ALL LAP SPLICES INDICATES ABOVE SHALL BE CLASS B LAP SPLICES, U.O.N.

LAP LAP

LAP

LAP

LAP

LAP

L A

P

L A

P

L A

P

WITH CORNER BARS

WITH CORNER BARS

WITH CORNER BARS

WITHOUT CORNER BARSWITHOUT CORNER BARS WITHOUT CORNER BARS

EXTERIOR CORNER INTERIOR CORNER

SCALE: NOT TO SCALE

EXTERIOR CORNER

17-1851

MTS

DK / TC

06/16/2017

5591-50-2 de Bruin

PRIOR TO START OF STRUCTURAL WORK:

1. CONTRACTOR SHALL CHECK FOR LATEST

PROJECT BULLETINS AND ADDENDA.

2. CONTRACTOR SHALL CONFIRM THAT ALL

SUBCONTRACTORS ARE USING THE

LATEST STRUCTURAL DRAWINGS.

3. CONTRACTOR SHALL VERIFY ALL EXISTING

CONDITIONS RELATED TO NEW WORK

AND PROVIDE FIELD DIMENSIONS.

4. CONTRACTOR SHALL SUBMIT SHOP

DRAWINGS FOR REVIEW AND APPROVAL,

PRIOR TO MATERIAL ORDERING AND

FABRICATION.

PROJECT ENGINEER:

516.513.1313

Westbury • New York • 11590

1400 Old Country Road, Ste.106 de Bruin Engineering, P.C.

#3 AT 10"

#3 AT 12"

#5 AT 22"

#4 AT 20"

#4 AT 16"

#4 AT 18"

#3 AT 14"

CONCRETE COLUMN REINFORCING DETAIL

SCALE: NTS

#8

#9

#10

#6

#7

#11

#5

WHEN "X" IS LESS

THAN 6" OMIT

ALTERNATE TIES

NOTE:

MAXIMUM TIE SPACING NOT TO EXCEED

LEAST DIMENSION OF COLUMN.

SIZE AND

SPACING

VERTICAL

BAR SIZE

COLUMN TIE SPACING

X

C

L E

A R

I N

M E

N S

I O

N

BACKER ROD

SEALANT

#3 BAR

#3 BAR BOTH SIDES

3"

2"

CLASS B LAP

W

W

W

3"

IF WALL IS EXPOSED, PROVIDE A

GROOVED JOINT AS DETAILED

BELOW, CONTINUE OVER TOP OF

WALL. NO GROOVE REQUIRED IF

JOINT IS NOT EXPOSED.

DISCONTINUE EVERY OTHER

REBAR 2" FROM JOINT

TYPICAL VERTICAL CONSTRUCTION

JOINT IN CONCRETE WALLS

TYPICAL VERTICAL CONTRACTION

JOINT IN CONCRETE WALLS

1/4" CEMENT TONE

CAULKING

E A

R T

H

S

I D

E

WATER STOP AT

EXTERIOR WALLS

SCALE: N.T.S.

SCALE: N.T.S.

WATER STOP AT

EXTERIOR WALLS

ROUGHEN CONCRETE

SURFACE AT JOINT TO

" AMPLITUDE, MIN.

BACKER ROD

SEALANT

17-1851

MTS

DK / TC

06/16/2017

5591-50-2 de Bruin

PRIOR TO START OF STRUCTURAL WORK:

1. CONTRACTOR SHALL CHECK FOR LATEST

PROJECT BULLETINS AND ADDENDA.

2. CONTRACTOR SHALL CONFIRM THAT ALL

SUBCONTRACTORS ARE USING THE

LATEST STRUCTURAL DRAWINGS.

3. CONTRACTOR SHALL VERIFY ALL EXISTING

CONDITIONS RELATED TO NEW WORK

AND PROVIDE FIELD DIMENSIONS.

4. CONTRACTOR SHALL SUBMIT SHOP

DRAWINGS FOR REVIEW AND APPROVAL,

PRIOR TO MATERIAL ORDERING AND

FABRICATION.

PROJECT ENGINEER:

516.513.1313

Westbury • New York • 11590

1400 Old Country Road, Ste.106 de Bruin Engineering, P.C.

2 3 4

C

B

R

O W

S

O

F

V

E R

T

2 ROWS OF

2-#6 VERT.

R

O W

S

O

F

V

E R

T

2 ROWS OF

2-#6 VERT.

R

O W

S

O

F

V

E R

T

2 ROWS OF

6-#6 VERT.

R

O W

S

O

F

V

E R

T

#5 AT 9" O.C.

VERT. EA. FACE

#5 AT 12" O.C.

HORIZ. EA. FACE.

C O

L U

M N

#3 SHEAR TIE AT EVERY OTHER

VERT. BAR, SPACED AT 12" O.C.

VERTICALY, TYP.

#4 CLOSED HOOP

TIES, TYP.

2 ROWS OF

6-#6 VERT.

#3 CLOSED HOOP

TIES, TYP.

#3 CLOSED HOOP

TIES, TYP.

#4 CLOSED HOOP

TIES, TYP.

#4 CLOSED HOOP

TIES, TYP.

SEE COLUMN SCHEDULE FOR

MORE INFORMATION, TYP.

SEE COLUMN SCHEDULE FOR

MORE INFORMATION, TYP.

#5 AT 9" O.C.

VERT. EA. FACE

#5 AT 12" O.C.

HORIZ. EA. FACE

#3 SHEAR TIE AT EVERY OTHER

VERT. BAR, SPACED AT 12" O.C.

VERTICALY, TYP.

#5 AT 9" O.C.

VERT. EA. FACE

#5 AT 6" O.C.

HORIZ. EA. FACE

#3 SHEAR TIE AT EVERY OTHER

VERT. BAR, SPACED AT 12" O.C.

VERTICALY, TYP.

#5 AT 9" O.C.

VERT. EA. FACE

#5 AT 12" O.C.

HORIZ. EA. FACE

#3 SHEAR TIE AT EVERY OTHER

VERT. BAR, SPACED AT 12" O.C.

VERTICALY, TYP.

L d h

C L

O S

H

O O

P

B

O U

N D

A R

Y

C O

N F

I N

E M

E N

T

B

A R

S

W

I T

H

S

P A

C I N

G L d h

C L

O S

O

P

B

O U

N D

A R

Y

C O

N F

I N

E M

E N

T

B

A R

S

W

I T

H

S

P A

C I N

G L d h

BEAM AND SLAB REINFORCING

NOT SHOWN FOR CLARITY

GRADE BEAM REINFORCING

NOT SHOWN FOR CLARITY

BEAM AND SLAB REINFORCING

NOT SHOWN FOR CLARITY

GRADE BEAM REINFORCING

NOT SHOWN FOR CLARITY

Ldh HOOK ON TOP OF GRADE

BEAM BOTTOM LONGITUDINAL

REINFORCING, TYP.

Ldh HOOK ON TOP OF GRADE

BEAM BOTTOM LONGITUDINAL

REINFORCING, TYP.

COLUMN STIRRUP SPACING

TO MATCH SHEAR WALL

BOUNDARY CONFINEMENT

WALL OPENING WIER,

BOTTOM OF OPENING

AT EL. +9'-0"

WALL OPENING IN

WALL D

GRADE BEAM REINFORCING

NOT SHOWN FOR CLARITY

BEAM AND SLAB REINFORCING

NOT SHOWN FOR CLARITY

L d h

C L

O S

O

P

B

O U

N D

A R

Y

C O

N F

I N

E M

E N

T

B

A R

S

W

I T

H

S

P A

C I N

G L d h

Ldh HOOK ON TOP OF GRADE

BEAM BOTTOM LONGITUDINAL

REINFORCING, TYP.

17-1851

MTS

DK / TC

06/16/2017

5591-50-2 de Bruin

PRIOR TO START OF STRUCTURAL WORK:

1. CONTRACTOR SHALL CHECK FOR LATEST

PROJECT BULLETINS AND ADDENDA.

2. CONTRACTOR SHALL CONFIRM THAT ALL

SUBCONTRACTORS ARE USING THE

LATEST STRUCTURAL DRAWINGS.

3. CONTRACTOR SHALL VERIFY ALL EXISTING

CONDITIONS RELATED TO NEW WORK

AND PROVIDE FIELD DIMENSIONS.

4. CONTRACTOR SHALL SUBMIT SHOP

DRAWINGS FOR REVIEW AND APPROVAL,

PRIOR TO MATERIAL ORDERING AND

FABRICATION.

PROJECT ENGINEER:

516.513.1313

Westbury • New York • 11590

1400 Old Country Road, Ste.106 de Bruin Engineering, P.C.

3 4 6

B

C

D

A

2 51 8 97

PROJECT NO. DRAWING NO.

SCALE:

PROJECT:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

RM

RC

A-101

SCALE: AS SHOWN

LOWER LEVEL

CONSTRUCTION

PLAN / PILES

503 BAYBERRY WALK

OCEAN BEACH, NY

NO. SUBMITTALS DATE

5991-50-2

VILLAGE OF

OCEAN BEACH

CONSTRUCTION OF

WELL STATION #5

It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering engineer shall affix his seal to the drawing with the notation “altered by” followed by his signature, the date of alteration, and a specific description of the alteration.

4 0 4 82

SCALE IN FEET

08/09/2019 de Bruin

PROJECT ENGINEER:

Civil Engineering & Construction Management

1400 Old Country Road Suite 106

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

Westbury New York 11714

BID DOCUMENTS 06-27-250

3.000 ari@debruinengineering.com

PROJECT ENGINEER:

516.513.1313

Westbury • New York • 11590

1400 Old Country Road, Ste.106 de Bruin Engineering, P.C.

PROJECT:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

RM

RC

A-102

SCALE: AS SHOWN

UPPER LEVEL

CONSTRUCTION PLAN

503 BAYBERRY WALK

OCEAN BEACH, NY

NO. SUBMITTALS DATE

5991-50-2

VILLAGE OF

OCEAN BEACH

CONSTRUCTION OF

WELL STATION #5

It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering engineer shall affix his seal to the drawing with the notation “altered by” followed by his signature, the date of alteration, and a specific description of the alteration.

4 0 4 82

SCALE IN FEET

08/09/2019 de Bruin

PROJECT ENGINEER:

Civil Engineering & Construction Management

1400 Old Country Road Suite 106

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

Westbury New York 11714

BID DOCUMENTS 06-27-250

3.000 ari@debruinengineering.com

PROJECT ENGINEER:

516.513.1313

Westbury • New York • 11590

1400 Old Country Road, Ste.106 de Bruin Engineering, P.C.

PROJECT:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

RM

RC

A-103

SCALE: AS SHOWN

ROOF PLAN,

REFLECTED CEILING

PLAN

503 BAYBERRY WALK

OCEAN BEACH, NY

NO. SUBMITTALS DATE

5991-50-2

VILLAGE OF

OCEAN BEACH

CONSTRUCTION OF

WELL STATION #5

It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering engineer shall affix his seal to the drawing with the notation “altered by” followed by his signature, the date of alteration, and a specific description of the alteration.

4 0 4 82

SCALE IN FEET

4 0 4 82

SCALE IN FEET

08/09/2019 de Bruin

PROJECT ENGINEER:

Civil Engineering & Construction Management

1400 Old Country Road Suite 106

516.513.1313 516.579.2574 Fax de Bruin Engineering, P.C.

Westbury New York 11714

BID DOCUMENTS 06-27-250

3.000 ari@debruinengineering.com

PROJECT ENGINEER:

516.513.1313

Westbury • New York • 11590

1400 Old Country Road, Ste.106 de Bruin Engineering, P.C.

61 92 3 4 5 87

CONCRETE SLAB

CONCRETE

FOUNDATION WALL

BENTONINTE

WATERSTOP

PROJECT NO. DRAWING NO.

SCALE:

PROJECT:

DRAWING TITLE:

FILE NO.

DATE:

DRAWN BY:

CHECKED BY:

RM

RC

A-104

SCALE: AS SHOWN

SECTIONS

503 BAYBERRY WALK

OCEAN BEACH, NY

NO. SUBMITTALS DATE

VILLAGE OF

OCEAN BEACH

CONSTRUCTION OF

WELL STATION #5

5991-50-2

It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering engineer shall affix his seal to the drawing with the notation “altered by” followed by his signature, the date of alteration, and a specific description of the alteration.

4 0 4 82

SCALE IN FEET

4 0 4 82

SCALE IN FEET

0…