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© 2019 Microsoft Corporation Earthstar Geographics SIO © 2019 HERE © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 HERE
51 2 3 4
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RESCUE WING, FRANCIS S. GABRESKI AIRPORT
NEW YORK AIR NATIONAL GUARD
WESTHAMPTON BEACH, NEW YORK
REPAIR STORMWATER RUNOFF BUILDING 395
PROJECT No: WKVB142112
09/01/2020
TYPE B-3 SUBMITTAL
3500 PARKWAY LANE
SUITE 500
PEACHTREE CORNERS, GA 30092
PHONE (678) 336-7740
PROJECT
SITE
PROJECT SITE
R
I M
E
T
SCALE: N.T.S.SCALE: N.T.S.
Sheet List Table
Sheet Number Sheet Title
G-001 COVER SHEET
V-101 SURVEY - PAGE 1
V-102 SURVEY - PAGE 2
H-100
OVERALL HAZARDOUS MATERIALS MAP AND BORING
LOCATIONS
H-701 HAZARDOUS MATERIAL LOGS
H-702 HAZARDOUS MATERIAL LOGS
H-703 HAZARDOUS MATERIAL LOGS
H-704 HAZARDOUS MATERIAL LOGS
H-705 HAZARDOUS MATERIAL LOGS
C-001 GENERAL CIVIL NOTES
C-002 HAUL ROUTE AND CONSTRUCTION LAYDOWN AREA
C-101 DEMOLITION PLAN
C-110
SITE, GRADING AND DRAINAGE PLAN AND STORM SEWER PROFILE
C-501 CONSTRUCTION DETAILS
C-502 CONSTRUCTION DETAILS
C-701 EROSION AND SEDIMENT CONTROL NOTES
C-710 EROSION AND SEDIMENT CONTROL PLAN
C-750 EROSION AND SEDIMENT CONTROL DETAILS
C-751 EROSION AND SEDIMENT CONTROL DETAILS
VICINITY MAP LOCATION MAP
C-503 CONSTRUCTION DETAILS
V-101
V-102
S S
S
LOD
L O
D
L O
D L
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FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA
FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA
P O
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AIRCRAFT RESCUE FIRE FIGHTING (ARFF) FACILITY
N
T
A
S
B
0N
A
S
B
N
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A
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B
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A
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DP-035
GB-004
5-SB-05
5-SB-04
GB-003
GB-001
5-SB-01
GB-014
SW-07
SDW-024
SW-06
LOD
I
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J
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B
IRP8K-SB02/MW01
IRP8K-SB03/MW01
IRP8K-SB01
5-SB-06
BUILDING 395
BUILDING 424
N:245953.82
E:1359233.30
N:245970.50
E:1359138.44
N:245958.21
E:1359018.08
N:245964.13
E:1359007.22
L O
D
L O
D
L O
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L
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L
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L O
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L
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LODLODLODLODLODLODLOD
LOD
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BUILDING 370
BUILDING 369
BUILDING 358
51 2 3 4
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P r o j e c t
C A
D H d
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T T
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M A
N
T
A N
Y A
P O
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ISSUED FOR CONSTRUCTION
C O
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R A
S U
B M
I T
T E
D
B
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P L O
T
S
C A
L E
F I
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B
C
D
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SEAL
SCALE: 1" = 100'
0 50' 100' 200' 300'
A1
OVERALL HAZARDOUS MATERIALS MAP AND BORING LOCATIONS
GENERAL SHEET NOTES
SHEET LEGEND
A. REFER TO SHEET C-001 AND C-002 FOR GENERAL CIVIL
NOTES, LEGEND, AND ABBREVIATIONS.
B. THIS SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
SET TO BEST ENSURE PROPER INTERPRETATION.
C. REFER TO SHEETS H-701-H-705 FOR PFC BORING LOGS.
D. THE PROJECT SITE CONTAINS CONTAMINATED SOILS.
HANDLING OF CONTAMINATED SOILS SHALL BE PERFORMED
IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS FOR
FULL FUEL CONTAINMENT DETAILS:
· “FINAL DECISION DOCUMENT FOR THE INSTALLATION
RESTORATION PROGRAM SITES 4, 7, AND 9,” DATED
JULY 2008, BY SCIENCE APPLICATIONS
INTERNATIONAL CORPORATION (SAIC);
· FINAL TECHNICAL MEMORANDUM WORK PLAN FOR
REMEDIAL ACTION AT SITE 5,” DATED
DECEMBER 2008, BY PEER CONSULTANTS P.C.;
· FINAL PROPOSED REMEDIAL ACTION PLAN FOR
SITES 2, 3, AND 5,” DATED DECEMBER 2011, BY THE
AIR NATIONAL GUARD;
· “FINAL LETTER WORK PLAN ADDENDUM #4 FOR
MODIFICATIONS TO THE EXISTING AIR BIOSPARGE
SYSTEM TREATMENT SYSTEM AT INSTALLATION
RESTORATION PROGRAM SITES 4 AND 9,” DATED
JULY 2013, BY SAIC;
· WORK PLAN FOR THE PHASE 2 REGIONAL SITE
INSPECTIONS FOR PERFLUORINATED
COMPOUNDS,” DATED DECEMBER 2017, BY AECOM;
· “FINAL PFC SITE INSPECTION REPORT, GABRESKI AIR
NATIONAL GUARD BASE, WESTHAMPTON, NEW
YORK,” DATED FEBRUARY 27, 2019, BY AECOM.
F. SEE SPECIFICATION SECTION 02 61 13 EXCAVATION AND
HANDLING OF CONTAMINATED MATERIAL FOR ADDITIONAL
HAZARDOUS MATERIAL REQUIREMENTS.
PROPOSED CONSTRUCTION
AREAS
RPZ
RSA
ROFA
POFZ
RUNWAY OBJECT FREE AREA
(ROFA)
RUNWAY SAFETY AREA (RSA)
PRECISION OBJECT FREE ZONE
(POFZ)
RUNWAY PROTECTION ZONE (RPZ)
HAZARDOUS PFC SOIL BORE
LOCATION
FAA
FAA LOCALIZER CRITICAL AREA
LIMITS OF DISTURBANCE
LOD LOD
A
EXISTING AIR SPARGE SYSTEM
HAZARDOUS FUEL SOIL BORE
APPROXIMATE LOCATION
O V
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L
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A R
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M c R
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G
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H
REPAIR AND MAINTAIN AIRFIELD
PAVEMENTS PROJECT No: WKVB162100
(N.I.C.)
D R
A W
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D E
S I G
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D
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P r o j e c t
C A
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M A
N
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A N
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C O
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B M
I T
T E
D
B
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P L O
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S
C A
L E
F I
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6 7 8 9 10
B
C
D
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F
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A N
S I
D
W P
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SEAL
H A
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M
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S
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S
M c R
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N O
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S
G
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R
H
GENERAL SHEET NOTES
A. REFER TO SHEET H-100 FOR HAZARD SOIL BORING LOCATIONS.
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
I S
S U
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D
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C-001
T N
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C
GENERAL NOTES:
1. THE CONTRACTOR SHALL COMPLY WITH ALL CITY, COUNTY,
STATE, AND FEDERAL REGULATIONS APPLICABLE TO
CONSTRUCTION OF THIS SITE.
2. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION
SHALL BE IN STRICT ACCORDANCE WITH THE MINIMUM
ENGINEERING AND CONSTRUCTION STANDARDS ADOPTED BY
THE U.S. ARMY CORPS OF ENGINEERS (USACE). WHERE
CONFLICTS OR OMISSIONS EXIST, THE USACE STANDARDS
SHALL DICTATE. SUBSTITUTIONS AND DEVIATION FROM PLANS
AND SPECIFICATIONS SHALL BE PERMITTED ONLY WHEN
WRITTEN APPROVAL HAS BEEN ISSUED BY THE CONTRACTING
OFFICER'S REPRESENTATIVE (COR).
3. ALL DIMENSIONS ARE TAKEN FROM/TO FENCE LINES,
CENTERLINE OF UTILITY, CENTER OF MANHOLE OR CATCH
BASIN, CENTERLINE OF ROAD, FACE OF BUILDING, FACE OF
CURB, FACE OF WALL, OR CENTERLINE OF STRIPING UNLESS
OTHERWISE NOTED.
4. EXISTING CONDITIONS SHOWN ARE BASED UPON SURVEY
PERFORMED BY NELSON AND POPE, DATED 11/28/2018. ALL
EXISTING UTILITY INFORMATION SHOULD BE CONSIDERED
APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION OR ORDERING MATERIALS.
5. ALL REQUIRED EROSION AND SEDIMENT CONTROL MEASURES
SHALL BE PROVIDED, INSTALLED, AND MAINTAINED AS SHOWN
ON THE APPLICABLE EROSION AND SEDIMENT CONTROL PLANS
AND SHALL COMPLY WITH NEW YORK STATE ENVIRONMENTAL
PROTECTION.
6. CONTRACTOR TO MOVE ALL CONSTRUCTION DEBRIS OFF
NYANG PROPERTY AND DISPOSE OF DEBRIS AT A LEGAL,
PERMITTED LANDFILL CONSISTENT WITH ALL LOCAL, STATE,
AND FEDERAL REQUIREMENTS.
7. NO BURNING IS ALLOWED ON NYANG PROPERTY.
8. CONTRACTOR TO ENSURE ALL EXISTING TOPS OF MANHOLES
AND VALVE BOXES ARE RAISED OR LOWERED TO BE FLUSH
WITH FINISHED GRADES, UNLESS NOTED OTHERWISE.
9. ALL NEW PAVEMENT AND SIDEWALKS SHALL BE CONSTRUCTED
FLUSH WITH EXISTING, WITH NO PONDING OF STORMWATER,
UNLESS NOTED OTHERWISE.
10. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO
ENSURE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS AND
TO DRAINAGE STRUCTURES OR DITCHES. NATURAL FLOW OF
SURROUNDING WATERS SHALL NOT BE DISTURBED DURING
CONSTRUCTION, UNLESS SHOWN OTHERWISE.
11. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS,
COORDINATES, AND DIMENSIONAL INFORMATION PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL BRING ALL
DISCREPANCIES TO THE ATTENTION OF THE COR PRIOR TO
STARTING CONSTRUCTION.
12. ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE IN
ACCORDANCE WITH THE NEW YORK STATE DEPARTMENT OF
TRANSPORTATION (NYSDOT) AND "MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES" (MUTCD), LATEST EDITION.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATING INSTALLATION OF ALL NEW UTILITIES WITH
THOSE THAT ARE EXISTING. IF EXISTING UTILITIES ARE IN
CONFLICT WITH NEW UTILITIES, THE SITE CONTRACTOR SHALL
NOTIFY THE COR BEFORE PROCEEDING WITH CONSTRUCTION.
14. ALL TOPSOIL AND EXCAVATED MATERIAL SHALL BE
STOCKPILED IN AN APPROVED AREA DURING CONSTRUCTION.
EXCESS OR UNUSABLE TOPSOIL SHALL BE DISPOSED OF
OFF-SITE IN A MANNER THAT IS LEGAL AND CONSISTENT WITH
ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS.
15. THE LOCATION OF ALL EXISTING UTILITIES AND STORM
DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED
FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR
THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER
ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO
THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS
UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR
ANY RELOCATION OF THESE UTILITIES WITH THE COR OF THE
UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN
CROSSING UNDERGROUND UTILITIES, WHETHER SHOWN ON
THE PLAN OR LOCATED BY THE UTILITY COMPANY. ALL
UTILITIES WHICH INTERFERE WITH THE PROPOSED
CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF
THE CONTRACTING OFFICER'S REPRESENTATIVE (COR). ANY
FEES ASSOCIATED WITH UTILITY RELOCATIONS SHALL BE
BORNE BY THE CONTRACTOR IN ACCORDANCE WITH
RESPECTIVE UTILITY COMPANY STANDARDS. THE
CONTRACTOR SHALL COORDINATE DISCONNECTION OF
EXISTING UTILITIES WITH THE APPROPRIATE UTILITY PROVIDER.
16. UTILITIES INDICATED SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE
SPECIFICATIONS. GRADING SHALL BE AS INDICATED, AND
SHALL PRODUCE A FINISHED SURFACE WITH NO PONDING OF
WATER, READY TO RECEIVE PLANTING MATERIALS OR
GRASSING.
17. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN
HAND BEFORE BEGINNING ANY CONSTRUCTION. NO
CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN
UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY
OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND
ANY OTHER REGULATORY AUTHORITIES. ANY PENALTIES,
STOP WORK ORDERS OR ADDITIONAL WORK RESULTING FROM
THE CONTRACTOR BEING IN VIOLATION OF THE ABOVE
REQUIREMENTS, SHALL BE FULLY BORNE BY THE
CONTRACTOR.
18. ALL CONTRACTORS/SUBCONTRACTORS THAT WILL BE
ENGAGED IN LAND DISTURBING ACTIVITIES SHALL COMPLY
WITH ALL EROSION, SEDIMENTATION AND POLLUTION CONTROL
AND STORMWATER POLLUTION PREVENTION REQUIREMENTS
CONTAINED THROUGHOUT THE DRAWINGS, SPECIFICATIONS,
AND PERMITS.
19. AREAS DISTURBED BY THE CONTRACTOR, WHICH ARE NOT
PART OF THIS PROJECT, SHALL BE RETURNED TO ORIGINAL OR
BETTER CONDITION PRIOR TO THE COMPLETION OF THE
PROJECT AS DETERMINED BY THE COR.
20. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE,
TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK IS
SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, WHO IS
ALSO RESPONSIBLE FOR COMPLYING WITH ALL HEALTH AND
SAFETY PRECAUTIONS AS REQUIRED BY THE APPLICABLE
REGULATORY AGENCY.
21. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING,
SHORING AND TEMPORARY SUPPORTS, ETC. ARE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
22. PROTECT ALL EXISTING FEATURES AND EXISTING
LANDSCAPING THAT WILL REMAIN. ANY ITEM DAMAGED DURING
THE PERFORMANCE OF THE WORK WILL BE RESTORED TO
ORIGINAL CONDITION, OR REPLACED WITH NEW AT THE
CONTRACTOR'S EXPENSE. CONTRACTOR SHALL TAKE
PRECAUTIONS TO AVOID OVERLOADING PAVEMENTS WHICH
WILL REMAIN.
23. EACH SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
SET TO BEST ENSURE PROPER INTERPRETATION.
24. SHEET KEYNOTES ON THE PLANS ARE SPECIFIC TO THAT
SHEET ONLY. MISSING SEQUENTIAL NUMBERS DO NOT APPLY
TO THAT SHEET.
CIVIL DEMOLITION NOTES
1. "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS
ENTIRETY. RESTORE GRADES AND SURFACE IMPROVEMENTS
TO MATCH EXISTING CONDITIONS OR PER REQUIREMENTS OF
NEW WORK, WHICHEVER IS APPLICABLE.
2. EROSION AND SEDIMENTATION CONTROL MEASURES AND
TEMPORARY CONSTRUCTION FENCING SHALL BE IN PLACE
PRIOR TO COMMENCEMENT OF DEMOLITION WORK.
3. CONTRACTOR SHALL ESTABLISH SURVEY CONTROL NETWORK
OUTSIDE LIMITS OF DEMOLITION PRIOR TO COMMENCEMENT
OF WORK. THIS WORK MUST BE PERFORMED BY LICENSED &
REGISTERED NEW YORK LAND SURVEYOR.
4. ALL DEMOLITION WORK SHALL BE COORDINATED WITH
CONTRACTOR'S SCHEDULE, LOGISTICS PLAN (APPROVED BY
COR), EROSION, SEDIMENTATION AND POLLUTION CONTROL
PLAN PRIOR TO WORK.
CIVIL SITE NOTES
1. CONTRACTOR SHALL FURNISH AND MAINTAIN ANY AND ALL
NECESSARY BARRICADES AROUND THE WORK AND PROVIDE
PROTECTION AGAINST WATER DAMAGE AND SOIL EROSION.
2. ALL BUILDING DIMENSIONS SHALL BE VERIFIED AND
COORDINATED WITH THE ARCHITECTURAL PLANS.
3. PAVEMENT MARKINGS, INCLUDING ANY STANDARD HANDICAP
SYMBOLS, PARKING STRIPING AND TRAFFIC ARROWS, SHALL BE
PAINTED ON PAVEMENT AT LOCATIONS SHOWN.
4. ALL SIGNAGE SHALL CONFORM TO THE MOST RECENT NYSDOT
AND MUTCD STANDARDS AND SPECIFICATIONS.
GRADING AND DRAINAGE NOTES
1. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES TO
PREVENT SATURATION OF EXPOSED SOILS IN CASE OF SUDDEN
RAINS, AND FOR ALL FINISHED GRADING. CONTRACTOR SHALL
LOCATE ALL EXISTING UTILITIES PRIOR TO ANY EXCAVATION.
2. CONTRACTOR SHALL INSTALL ALL PERIMETER EROSION AND
SEDIMENT CONTROL MEASURES PRIOR TO ANY SITE CLEARING
OR EXCAVATION. CONTRACTOR SHALL INSPECT ALL SEDIMENT
AND EROSION CONTROL MEASURES DAILY AND DURING
PROLONGED PERIODS OF CONTINUOUS RAINFALL EVENTS TO
ENSURE THAT ALL CONTROLS ARE FUNCTIONING PROPERLY.
DAMAGED CONTROLS SHALL BE REPLACED BY THE END OF THE
WORKDAY.
3. ALL BACKFILL AND FILL MATERIAL SHALL BE FREE OF ORGANIC
MATTER AND WASTE.
4. THE CONTRACTOR SHALL REMOVE ALL EROSION CONTROL
FENCING FROM THE SITE PRIOR TO FINAL PROJECT
ACCEPTANCE, AND SHALL SMOOTH THE GROUND SURFACE
WHERE THE FENCE WAS REMOVED THEN MULCH OR SEED &
STRAW (SEASON APPROPRIATE GRASS) THE RESTORED
SURFACE AS SUNLIGHT CONDITIONS WARRANT.
5. CONTRACTOR SHALL MARK, PRESERVE AND PROTECT ALL
SURVEY BENCHMARKS. IF BENCHMARK MUST BE DEMOLISHED
FOR CONSTRUCTION, CONTRACTOR SHALL RELOCATE
BENCHMARK AND PROVIDE NEW DATA ON AS-BUlLTS.
6. ALL CUT AND FILL SLOPES SHALL BE 3H:1V OR FLATTER (SEE
PLANS).
7. ALL SPOT ELEVATIONS ARE FINISHED GRADE UNLESS
OTHERWISE NOTED.
ABBREVIATIONS
@ AT
& AND
Ø DIAMETER
APPR APPROVED
APPROX APPROXIMATELY
BLDG BUILDING
BM BENCHMARK
BOT BOTTOM
CENTERLINE
CF CUBIC FEET
CONC CONCRETE
COR CONTRACTING OFFICER'S
REPRESENTATIVE
DI DROP INLET
DIA DIAMETER
DB DUCTBANK
DIP DUCTILE IRON PIPE
DS DOWNSPOUT
E EASTING
EG EXISTING GRADE
ELEV ELEVATION
EP EDGE OF PAVEMENT
ESMT EASEMENT
EX EXISTING
FFE FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FH FIRE HYDRANT
FT FEET
GAB GRADED AGGREGATE BASE
GIS GEOGRAPHIC INFORMATION SYSTEM
HDPE HIGH DENSITY POLYETHYLENE PIPE
HORZ HORIZONTAL
HT HEIGHT
HW HEADWALL
IBW INSIDE BOTTOM OF WALL
ID INSIDE DIAMETER
IE INVERT ELEVATION
IN INCH
INC INCORPORATED
INV INVERT
IPF IRON PIN FOUND
IPS IRON PIN SET
JB JUNCTION BOX
LF LINEAR FEET
LOD LIMITS OF DISTURBANCE
LP LIGHTING PROTECTION
MAX MAXIMUM
M.E. MATCH ELEVATION
MECH MECHANICAL
MES MITERED END SECTION
MIN MINIMUM
MON MONUMENT
N NORTHING
N/F NOW OR FORMERLY
NO NUMBER
NTS NOT TO SCALE
OC ON CENTER
OCEW ON CENTER EACH WAY
OD OUTSIDE DIAMETER
OWS OIL/WATER SEPARATOR
PIV POST INDICTOR VALVE
POL PETROLEUMS, OILS, AND LUBRICANTS
PROP PROPOSED
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PVC POLYVINYL CHLORIDE
QC QUALITY CONTROL
RCP REINFORCED CONCRETE PIPE
R/W RIGHT OF WAY
SD STORM DRAIN
SF SQUARE FEET
SPEC SPECIFICATIONS
SQ SQUARE
SS SANITARY SEWER
SSMH SANITARY SEWER MANHOLE
STD STANDARD
TBM TEMPORARY BENCHMARK
TYP TYPICAL
VERT VERTICAL
WM WATER METER
WV WATER VALVE
WWF WELDED WIRE FABRIC
W/ WITH
W/C WATER TO CEMENT
YR YEAR
S
H
Y
D
SHEET NAMING CONVENTION
C-001
2 DIGIT SEQUENTIAL # (01-99)
(FIRST DIGIT INDICATES PLAN
TYPE. SECOND DIGIT INDICATES
FLOOR)
1 DIGIT SHEET TYPE DESIGNATOR
0 - GENERAL
1 - PLANS
2 - ELEVATIONS
3 - SECTIONS
4 - ENLARGED PLANS
5 - DETAILS
6 - SCHEDULES AND DIAGRAMS
7 - VARIES
8 - VARIES
9 - 3D VIEWS (ISO, PERSPECTIVES)
2 DIGIT DESCIPLINE
DESIGNATOR
(IF ONLY ONE LETTER IS
USED, THE SECOND
LETTER IS REPLACED
WITH A DASH "-" AS A
PLACEHOLDER)**
PROJECT CONTACTS:
LEGEND
DESCRIPTION EXISTING PROPOSED
BOLLARD N/A
PAVEMENT PATCH N/A
SILT FENCE N/A
LIMITS OF DISTURBANCE N/A
FIRE HYDRANT
SLOPE N/A
SIDEWALK N/A
CLEANOUT
GRATE INLET
CATCH INLET
POST INDICATOR VALVE N/A
BENCHMARK N/A
ROW MONUMENT N/A
SECTION CORNER N/A
TRANSFORMER N/A
HVAC N/A
ELECTRIC METER N/A
ELECTRIC MANHOLE N/A
GUY POLE|POWER POLE N/A
LIGHT POLE N/A
PARKING LOT LIGHTS N/A
TELEPHONE MANHOLE N/A
FIBER OPTIC PEDESTAL N/A
GAS METER/VALVE N/A
STORM MANHOLE N/A
SANITARY MANHOLE N/A
STORM ENDSECTION N/A
DOWNSPOUT
WATER METER / VALVES
SIGNS
ADA PARKING
PARKING COUNT N/A
TREES
SHRUB N/A
SPOT GRADE
SOIL BORING N/A
ROAD CENTERLINE N/A
MINOR CONTOUR
MAJOR CONTOUR
TELEPHONE UNDER GR. N/A
TELEPHONE OVERHEAD N/A
FIBER OPTIC
GAS SERVICE
POWER UNDERGROUND
POWER OVERHEAD N/A
WATER SERVICE
SANITARY SEWER
STORM SEWER
CHAIN LINK FENCE
CIVIL ENGINEER FOR THIS PROJECT IS:
POND/FSB
3500 PARKWAY LANE, SUITE 500
PEACHTREE CORNERS, GA 30092
P: (678) 336-7740
CONTACT: TANYA NORMAN, PE
SURVEYORS FOR THIS PROJECT ARE:
NELSON AND POPE
572 WALT WHITMAN ROAD,
MELVILLE, N.Y. 11747-2188
P: (631) 427 - 5665
CO
PIV
C
L
DYH
FH
V
FH
W
D.S.
C.O.C.O.
SS
ST
T T
G G
HC
ET
E
EM
.25
F
W
SB
ROW
GP
WV
792.99
PHOTO SYMBOL
N/A
O
V
E R
H E
A
D
S
M
I
M
O
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
C O
V
H
G A
T E
H O
U S
E
X
F
P
F
P
F
P
M
F
P
F
P
F
P
51 2 3 4
A
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
I S
S U
E
D
A T
E
C H
E C
K E
D
B
Y
S O
L I C
I T
A T
I O
N
N o
SHEET ID
N E
W
Y
O R
K
A
T
I O
N A
L
G
U A
R D
V
G
I N
E E
R I N
G
S
Q
R
I V
E R
H E
A
D
W E
S T
H A
M P
T O
N
B
E A
C H
N
R
K
S I Z
E
D A
T E
A P
P R
D E
S C
R I P
T I O
N S
Y M
C O
P Y
R I G
B
Y
P
O N
M
P A
N
G
H T
S
R
E S
E R
V E
C
O P
Y I N
G
O
R
D
U P
L I C
A T
I O
N
O
F
T
H E
C
U M
E N
L
O W
T
H O
P
R E
I T
T E
N
A
G R
E E
M E
P
O N
M
P A
N Y
R
K W
N
E
S U
I T
E
P E
A C
H T
R E
E
C
O R
N E
R S
G E
O R
G
P H
O N
E
R E
P A
O
R M
W A
T E
R
R
U N
O F
F
B
U I L
D I N
G
S
C U
E
W
I N
G
F
R A
N C
G
A B
R E
S K
I
A
I R
P O
R T
P R
O J E
W
K V
B
W E
S T
H A
M P
T O
N
B
E A
C H
N
R
K
P A
T H
X
F
Y
C
M
C
A D
G a b r e s k a i n a g e
P r o j e c t
C A
D C
S e r i e s d
O
T T
E D
R
M A
N
T
A N
Y A
P O
O
J E
ISSUED FOR CONSTRUCTION
C O
N T
R A
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
F I
M
E
6 7 8 9 10
B
C
D
E
F
G
A N
S I
D
W P
Q F
SEAL
SHEET KEYNOTES
GENERAL SHEET NOTES
SHEET LEGEND
KEY PLAN
H A
U
N
S T
R U
C T
I O
N
L A
Y D
O W
N
A
R E
A
C-002
T N
O R
M A
N
T N
O R
M A
N
J B
B
A C
H
G
K
E R
R
C S e r i e s
SCALE: 1" = 100'
0 50' 100' 200' 300'
A1
HAUL ROUTE AND CONSTRUCTION LAYDOWN AREA
HAUL ROUTE
PROJECT SITE
HAUL ROUTE
LAYDOWN AREA
APPROXIMATE LOCATION OF CONTRACTOR
LAYDOWN AREA. CONTRACTOR TO COORDINATE
LOCATION PRIOR TO CONSTRUCTION.
A. CONTRACTOR SHALL MINIMIZE IMPACTS TO OPERATIONS OF
FACILITIES ADJACENT TO THE PROJECT SITE.
B. MAINTAIN ACCESS TO EXISTING BUILDINGS DURING ALL
PHASES OF CONSTRUCTION.
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
D D
D
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 E
E E
G
G
G
E E
E E
E E
W
W W
W
W
W W W W W
W W W W W W
W
W
W
W
W
W
W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
D
E
E
E
E E
E E
D
WV
WV
WV
WV
WV
S
E
W
S S
S S
S S
S S
S S
S
L O
D
LOD
L O
D
L O
D
L O
D
L
O
D
L O
D
L O
D
L O
D
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L O
D
L O
D
L
O
D
L O
D
L O
D
LOD LOD
L O
D
LOD
L O
D
LOD LOD
L O
D
L O
D
LOD LOD
L O
D
LOD
L O
D
LOD
L O
D
LOD
L O
D
LOD
LOD
LOD
L O
D
L O
D
LOD LOD
L O
D
LOD
L O
D
LOD
LOD
L O
D
L O
D L O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
L
O
D
L
O
D
L O
D
51 2 3 4
A
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
I S
S U
E
D
A T
E
C H
E C
K E
D
B
Y
S O
L I C
I T
A T
I O
N
N o
SHEET ID
N E
W
Y
O R
K
A
T
I O
N A
L
G
U A
R D
V
G
I N
E E
R I N
G
S
Q
R
I V
E R
H E
A
D
W E
S T
H A
M P
T O
N
B
E A
C H
N
R
K
S I Z
E
D A
T E
A P
P R
D E
S C
R I P
T I O
N S
Y M
C O
P Y
R I G
B
Y
P
O N
M
P A
N
G
H T
S
R
E S
E R
V E
C
O P
Y I N
G
O
R
D
U P
L I C
A T
I O
N
O
F
T
H E
C
U M
E N
L
O W
T
H O
P
R E
I T
T E
N
A
G R
E E
M E
P
O N
M
P A
N Y
R
K W
N
E
S U
I T
E
P E
A C
H T
R E
E
C
O R
N E
R S
G E
O R
G
P H
O N
E
R E
P A
O
R M
W A
T E
R
R
U N
O F
F
B
U I L
D I N
G
S
C U
E
W
I N
G
F
R A
N C
G
A B
R E
S K
I
A
I R
P O
R T
P R
O J E
W
K V
B
W E
S T
H A
M P
T O
N
B
E A
C H
N
R
K
P A
T H
X
F
Y
C
M
C
A D
G a b r e s k a i n a g e
P r o j e c t
C A
D C
D S e r i e s d
O
T T
E D
R
M A
N
T
A N
Y A
P O
O
J E
ISSUED FOR CONSTRUCTION
C O
N T
R A
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
F I
M
E
6 7 8 9 10
B
C
D
E
F
G
A N
S I
D
W P
Q F
SEAL
SHEET KEYNOTES
GENERAL SHEET NOTES
SHEET LEGEND
KEY PLAN
A. SITE, GRADING AND DRAINAGE LAYOUT PRESENTED HEREIN
IS CONCEPTUAL IN NATURE AND IS SUBJECT TO CHANGE AS
THE DESIGN PROGRESSES.
B. EARTHWORK: THE PROJECT REQUIRES EXCAVATION WITHIN
CONTAMINATED SOILS (SEE H-SERIES SHEETS FOR
ADDITIONAL INFORMATION). APPROXIMATELY 575 CY OF SOIL
SHALL BE REMOVED FROM THE PROJECT SITE. EXCESS SOIL
SHALL BE TESTED FOR CONTAMINATES PRIOR TO REMOVAL.
CONTAMINATED SOILS SHALL BE DISPOSED OF OFFSITE IN AN
APPROVED WASTE MANAGEMENT FACILITY.
CONCRETE PAVEMENT PATCH
ASPHALT PAVEMENT PATCH
1. APPROXIMATE LOCATION OF EXISTING DOWNSPOUT.
2. REMOVE EXISTING 8"X 8" METAL DOWNSPOUT AND INSTALL
NEW PRE-FINSIHED METAL DOWNSPOUT TO MATCH COLOR
OF EXISTING METAL WALL PANELS. NEW DOWNSPOUTS TO
TIE INTO THE NEW UNDERGROUND STORM DRAINAGE
SYSTEM WITH CAST IRON DOWNSPOUT BOOT.
3. DEMOLISH WOODEN WEIR WALL AND REMOVE RIPRAP AFTER
DOWNSTREAM EROSION SEDIMENT CONTROLS ARE IN
PLACE.
4. DEMOLISH CONCRETE PAVEMENT TO NEAREST JOINT.
SAWCUT TO CLEAN, EVEN EDGE.
5. DEMOLISH ASPHALT PAVEMENT. SAW CUT TO CLEAN, EVEN
EDGE.
6. EXISTING TRENCH DRAIN TO REMAIN.
D E
M O
L I T
I O
N
P
L A
N
C-101
T N
O R
M A
N
T N
O R
M A
N
J B
B
A C
H
G
K
E R
R
C D
S e r i e s
SCALE: 1" = 40'
0 20' 40' 80' 120'
A1
DEMOLITION PLAN
EX. BUILDING 395
EX. BUILDING 424
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
D D
D
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
E E
G
G
G
E E
E E
E E
W
W W
W
W
W W W W W
W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
D
E
E
E
E E
E
E
D
WV
WV
WV
WV
WV
S
E
W
S S
S S
S S
S S
S S
S
D
S T
S T
S T
S T
S T
S T
S T
3+00 4+00
5+00 6+00
7+00 8+00 8+21
CO
CO
CO
CO
CO
CO
CO
CO
L O
D
LOD
L O
D
L O
D
L O
D
L
O
D
L O
D
L O
D
L O
D
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L O
D
L O
D
L
O
D
L O
D
L O
D
LOD LOD
L O
D
LOD
L O
D
LOD LOD
L O
D
L O
D
LOD LOD
L O
D
LOD
L O
D
LOD
L O
D
LOD
L O
D
LOD
LOD
LOD
L O
D
L O
D
LOD LOD
L O
D
LOD
L O
D
LOD
LOD
L O
D
L O
D L O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
L
O
D
L
O
D
L O
D
DI 11
DI 10
DI 9
DI 8
DI 7
DI 6
DI 5
DI 4DI 3
JB 2
HW 1
E L
E V
A T
I O
N
STATION
STORM PROFILE
HORZ. SCALE 1"= 40'
VERT. SCALE 1"= 8'
D I
T O
P
D I
T O
P
D I
T O
P
D I
T O
P
D I
T O
P
18" RCP
126LF @ 0.40%
D I
T O
P
D I
T O
P
D I
T O
P
24" RCP
130LF @ 0.64%
18" RCP
62LF @ 0.40%
18" RCP
93LF @ 0.40%
18" RCP
67LF @ 0.40%
18" RCP
77LF @ 0.40%
15" RCP
34LF @ 0.40%
15" RCP
75LF @ 0.40%
15" RCP
75LF @ 0.40% 15" RCP
72LF @ 0.40%
E X
I S
T I N
G
W A
T E
R
L I N
E
D E
P T
H
U
N K
N O
W N
E X
I S
T I N
G
P O
W E
R
L I N
E
D E
P T
H
U
N K
N O
W N
E X
I S
T I N
G
W A
T E
R
L I N
E
D E
P T
H
U
N K
N O
W N
E X
I S
T I N
G
P O
W E
R
L I N
E
D E
P T
H
U
N K
N O
W N
E X
I S
T I N
G
G A
S
L I N
E
D E
P T
H
U
N K
N O
W N
E X
I S
T I N
G
W A
T E
R
L I N
E
D E
P T
H
U
N K
N O
W N
J
O
P
D I
T O
P
F E
S
T O
P
51 2 3 4
A
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
I S
S U
E
D
A T
E
C H
E C
K E
D
B
Y
S O
L I C
I T
A T
I O
N
N o
SHEET ID
N E
W
Y
O R
K
A
T
I O
N A
L
G
U A
R D
V
G
I N
E E
R I N
G
S
Q
R
I V
E R
H E
A
D
W E
S T
H A
M P
T O
N
B
E A
C H
N
R
K
S I Z
E
D A
T E
A P
P R
D E
S C
R I P
T I O
N S
Y M
C O
P Y
R I G
B
Y
P
O N
M
P A
N
G
H T
S
R
E S
E R
V E
C
O P
Y I N
G
O
R
D
U P
L I C
A T
I O
N
O
F
T
H E
C
U M
E N
L
O W
T
H O
P
R E
I T
T E
N
A
G R
E E
M E
P
O N
M
P A
N Y
R
K W
N
E
S U
I T
E
P E
A C
H T
R E
E
C
O R
N E
R S
G E
O R
G
P H
O N
E
R E
P A
O
R M
W A
T E
R
R
U N
O F
F
B
U I L
D I N
G
S
C U
E
W
I N
G
F
R A
N C
G
A B
R E
S K
I
A
I R
P O
R T
P R
O J E
W
K V
B
W E
S T
H A
M P
T O
N
B
E A
C H
N
R
K
P A
T H
X
F
Y
C
M
C
A D
G a b r e s k a i n a g e
P r o j e c t
C A
D C
G S e r i e s d
O
T T
E D
R
M A
N
T
A N
Y A
P O
O
J E
ISSUED FOR CONSTRUCTION
C O
N T
R A
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
F I
M
E
6 7 8 9 10
B
C
D
E
F
G
A N
S I
D
W P
Q F
SEAL
SHEET KEYNOTES
GENERAL SHEET NOTES
SHEET LEGEND
A. SITE, GRADING AND DRAINAGE LAYOUT PRESENTED HEREIN
IS CONCEPTUAL IN NATURE AND IS SUBJECT TO CHANGE AS
THE DESIGN PROGRESSES.
B. EXISTING NON-GRAVITY UTILITIES THAT CONFLICT WITH THE
PROPOSED STORM SEWER SYSTEM SHALL BE RELOCATED
AS NEEDED.
C. JOINT LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR
TO MATCH EXISTING CONSTRUCTION JOINT LOCATIONS
WHEN REPLACING CONCRETE PANELS. CONTRACTOR TO
FIELD VERIFY PANEL AND JOINT LOCATIONS AND
COORDINATE PANEL REMOVAL WITH THE COR.
D. ALL ODD SHAPED CONCRETE SLABS, SHALL BE REINFORCED
PER THE CONCRETE PAVEMENT DETAIL C4/C-501.
E. SEE CONCRETE PAVEMENT JOINT DETAIL A7/C-501.
F. PROVIDE EXPANSION JOINTS AT ALL STRUCTURES THAT
PENETRATE CONCRETE PAVING (I.E. STORM STRUCTURES,
VALVE BOXES, ETC.)
G. EARTHWORK: THE PROJECT REQUIRES EXCAVATION WITHIN
CONTAMINATED SOILS (SEE H-SERIES SHEETS FOR
ADDITIONAL INFORMATION). APPROXIMATELY 575 CY OF SOIL
SHALL BE REMOVED FROM THE PROJECT SITE. EXCESS SOIL
SHALL BE TESTED FOR CONTAMINATES PRIOR TO REMOVAL.
CONTAMINATED SOILS SHALL BE DISPOSED OF OFFSITE IN AN
APPROVED WASTE MANAGEMENT FACILITY.
CONCRETE PAVEMENT
ASPHALT PAVEMENT PATCH
CONCRETE SLAB REINFORCEMENT
1. APPROXIMATE LOCATION OF EXISTING DOWNSPOUT.
2. REMOVE EXISTING 8"X 8" METAL DOWNSPOUT AND INSTALL
NEW PRE-FINSIHED METAL DOWNSPOUT TO MATCH COLOR
OF EXISTING METAL WALL PANELS. NEW DOWNSPOUTS TO
TIE INTO THE NEW UNDERGROUND STORM DRAINAGE
SYSTEM WITH CAST IRON DOWNSPOUT BOOT.
3. DROP INLET - DETAIL C4/C-502
4. 8-IN PVC ROOF DRAIN - DETAIL A1/C-502
5. CONCRETE FLARED END SECTION - DETAIL A7/C-502
6. PROTECT EXISTING ELECTRICAL LINE DURING
CONSTRUCTION.
7. CONCRETE LINED EMERGENCY SPILLWAY - DETAIL A1/C-503.
8. APPROXIMATE LOCATION OF EXISTING TRENCH DRAIN TO
REMAIN.
9. CONCRETE PAVEMENT - DETAIL C4/C-501
10. ASPHALT PAVEMENT PATCH - DETAIL A1/C-501
11. JUNCTION BOX - DETAIL D1/C-502
12. PIPE BEDDING (TYP.) - DETAIL F8/C-502.
13. CLEANOUT - A4/C-502.
14. ASPHALT TO CONCRETE PAVEMENT TRANSITION - DETAIL
A4/C-501.
15. MATCH ASPHALT PAVEMENT FLUSH WITH EXISTING ASPHALT
PAVEMENT (TYP.) - DETAIL A1/C501.
16. INSPECTION RISER - DETAIL A1/C-503.
17. EXISTING OIL WATER SEPARATOR MANHOLE RISER. RISER
SHALL BE RAISED A MINIMUM 4" ABOVE EXISTING GRADES.
1 2
S I T
E
G
R A
D I N
G
A
A
I N
A G
E
P
L A
N
A N
D
S
T O
W
O
F I L
E
C-110
T N
O R
M A
N
T N
O R
M A
N
J B
B
A C
H
G
K
E R
R
C G
S e r i e s
SCALE: 1" = 40'
0 20' 40' 80' 120'
C1
SITE , GRADING AND DRAINAGE PLAN
EX. BUILDING 395
EX. BUILDING 424
SCALE: 1" = 40'
0 20' 40' 80' 120'
A1
STORM SEWER PROFILE
R
R
SCALE: 1/8" = 1'-0"
0 4' 8' 24'16'
INFILTRATION BASIN
(SEE DETAIL A1/C-503)
TOP ELEV. = 45.0
BOTTOM ELEV. = 40.5
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
I S
S U
E
D
A T
E
C H
E C
K E
D
B
Y
S O
L I C
I T
A T
I O
N
N o
SHEET ID
N E
W
Y
O R
K
A
T
I O
N A
L
G
U A
R D
V
G
I N
E E
R I N
G
S
Q
R
I V
E R
H E
A
D
W E
S T
H A
M P
T O
N
B
E A
C H
N
R
K
S I Z
E
D A
T E
A P
P R
D E
S C
R I P
T I O
N S
Y M
C O
P Y
R I G
B
Y
P
O N
M
P A
N
G
H T
S
R
E S
E R
V E
C
O P
Y I N
G
O
R
D
U P
L I C
A T
I O
N
O
F
T
H E
C
U M
E N
L
O W
T
H O
P
R E
I T
T E
N
A
G R
E E
M E
P
O N
M
P A
N Y
R
K W
N
E
S U
I T
E
P E
A C
H T
R E
E
C
O R
N E
R S
G E
O R
G
P H
O N
E
R E
P A
O
R M
W A
T E
R
R
U N
O F
F
B
U I L
D I N
G
S
C U
E
W
I N
G
F
R A
N C
G
A B
R E
S K
I
A
I R
P O
R T
P R
O J E
W
K V
B
W E
S T
H A
M P
T O
N
B
E A
C H
N
R
K
P A
T H
X
F
Y
C
M
C
A D
G a b r e s k a i n a g e
P r o j e c t
C A
D C d
O
T T
E D
R
M A
N
T
A N
Y A
P O
O
J E
ISSUED FOR CONSTRUCTION
C O
N T
R A
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
F I
M
E
6 7 8 9 10
B
C
D
E
F
G
A N
S I
D
W P
Q F
SEAL
C O
N S
T R
U C
T I O
N
D
E T
A I L
S
C-501
T N
O R
M A
N
T N
O R
M A
N
J A
S
W I F
T
G
K
E R
R
C
NO SCALE
4"
6"
AGGREGATE BASE
COURSE (NYSDOT
TYPE II ABC)
COMPACTED
SUBGRADE
BINDER COURSE
(19MM NOMINAL MAXIMUM AGGREGATE SIZE)
2"
SURFACE COURSE
(12.5 MM NOMINAL MAXIMUM AGGREGATE SIZE)
TACK COAT
PRIME COAT
(AS NEEDED)
SAWCUT EXISTING PAVEMENT TO PROVIDE STRAIGHT VERTICAL JOINT.
CLEAN SURFACES OF DIRT, CLAY AND OTHER OBJECTIONABLE MATERIAL.
SOIL (TYP.)
1.
2.
NOTES:
PIPE
(SEE DETAIL C1/C-501)
ASPHALT PAVEMENT
UNDISTURBED
OF REMOVAL (TYP.)
SAWCUT AT LIMITS
EXISTING BASE
1'-0" (MIN.)
EXISTING PAVEMENT
A1
ASPHALT PAVEMENT PATCH
NO SCALE
C1
ASPHALT PAVEMENT
COMPACTED
BACKFILL
NO SCALE
C4
CONCRETE PAVEMENT
A4
ASPHALT TO CONCRETE PAVEMENT
TRANSISITION
NO SCALE
KERF REQUIRED
INITIAL SAW
3" 3"
SEE DETAIL A
D
8"
D
1" DIA
DOWELS 16" LONG, 12" C/C
PAINT AND LIGHTLY OIL
ALTERNATE ENDS
DOWEL BAR ASSEMBLY
(BASKETS) SEE DETAIL
THIS SHEET
FILL ININITIAL
INTO EPOXY GEL.
DRILLED HOLE W/
D
1" DIA. SMOOTH DOWELS
8"
D
16" LONG, 12" C/C
BAR EMBEDDED
SEE DETAIL A
PAINT AND LIGHTLY
OIL AS REQUIRED
TO BREAK BOND
LOCATION.)
OTHER THAN NORMAL JOINT
TO BE USED IF JOINT FALLS AT
(NO. 6 DEFORMED DOWEL BAR
D
BACKER ROD-SEE NOTE NO. 1.
JOINT WIDENING SAW-CUT
1/4"
1/2"
SEALANT
COLD APPLIED
INITIAL SAW-CUT
1/2" (MIN.)
OVERCUT TO PROVIDE
POCKET OF 1/2" TO 3/4"
NOTES:
1. SEE JOINT NOTES THIS SHEET.
2. REINFORCING IS REQUIRED AT LOCATIONS IDENTIFIED ON THE PLANS AND FOR
ODD SHAPED PANELS, OR PANELS WITH ONE END EXCEEDING THE OTHER BY
MORE THAN 25%.
3. TIE BARS SHALL BE OF THE SAME SIZE AND SPACING. DO NOT PAINT ENDS. SEE
PLANS FOR LOCATIONS.
JOINT SEALANT
COLD APPLIED
1/4"
BACKER ROD
1/4"
1"(SEE NOTE NO. 3)
(TO TOP OF
SEALANT)
POCKET OF 1/2" TO 3/4"
OVERCUT TO PROVIDE
1. SEE JOINT NOTES THIS SHEET.
1. SEE JOINT NOTES THIS SHEET.
RESILIENT FIBERBOARD
JOINT FILLER- ONE
PIECE, FULL DEPTH, FULL
WIDTH (CAST-IN-PLACE,
TOP PORTION CUT OUT
FOR JOINT SEALER &
BACKER ROD)
REINFORCEMENT WHERE
REQUIRED
REINFORCEMENT WHERE
REQUIRED
SEE JOINT
NOTE NO. 4
SEE JOINT
NOTE NO. 4
N.T.S.
N.T.S.
N.T.S.
LONGITUDINAL AND TRANSVERSE JOINT SEAL DETAIL
DETAIL "A"
EXPANSION JOINT SEAL DETAIL
DOWELED CONTRACTION JOINT
DOWELED LONGITUDINAL OR TRANSVERSE
CONSTRUCTION JOINT DETAIL
N.T.S.
JOINT NOTES:
1. LONGITUDINAL AND TRANSVERSE
JOINTS SHALL BE SAWED AS INDICATED.
2. FOR ALL JOINTS THE BACKER ROD
MATERIAL SHALL BE COMPATIBLE WITH
THE COLD POURED SEALANT AND
SLIGHTLY OVERSIZED TO PREVENT
MOVEMENT DURING THE JOINT
SEALANT OPERATION.
3. THE WIDTH OF THE JOINTS SHALL BE
CORRECTED FOR 68°F.
4. JOINT CONFIGURATION SHALL MEET
JOINT SEAL MANUFACTURER'S
SPECIFICATIONS (EXCEPT AS NOTED ON
PLANS AND IN SPECIFICATIONS).
5. DOWELS AND TIE BARS FOR
CONTRACTION JOINTS SHALL BE CAST
IN PLACE
6. SEE TYPICAL SECTIONS FOR PAVEMENT
THICKNESSES.
7. IF PAVING OPERATIONS ARE STOPPED
FOR MORE THAN ONE-HALF HOUR, A
CONSTRUCTION JOINT SHALL BE USED.
8. INSTALL SILICONE JOINT SEALANT IN
POURED IN PLACE JOINTS. USE THE
MANUFACTURER'S RECOMMENDED
SHAPE FACTOR. TYPICALLY T = 1/2 W,
WHERE T = THE THICKNESS OF THE
MATERIAL, AND W = THE WIDTH OF THE
JOINT.
SEE NOTE 3
D
A
A7
CONCRETE PAVEMET JOINTS
NO SCALE
CONCRETE
PAVEMENT
(SEE DETAIL C4/C-501)
ASPHALT
PAVEMENT
(SEE DETAIL
D1/C-501)
EXPANSION JOINT (SEE
DETAIL A7/C-501)
NOTES:
1. REFERENCE DETAIL A7/C-501 FOR CONCRETE JOINT DETAILS.
8.5"
6"
COMPACTED SUBGRADE
CONCRETE PAVEMENT
PORTLAND CEMENT
3.13" CL.
#4'S @12" O.C. EACH WAY
(PROVIDE REINFORCEMENT
WHERE INDICATED BY THE
LETTER "R" ON SHEET C-110)
AGGREGATE BASE
COURSE (NYSDOT
TYPE II ABC)
A. A. DRILLING AND INSTALLATION
METHOD SHALL BE CAPABLE OF
MAINTAINING DRILL HOLES AND
EMBEDDED BARS: (A) PARALLEL TO
THE CONCRETE AND, (B) NORMAL TO
THE JOINT LINE, WITHIN 1/4" AT THE
END OF THE DOWEL OR TIE BAR
EXCEPT WHERE SPECIFIED
OTHERWISE. DRILL HOLES SHALL BE
ACCURATELY LAID OUT SO THAT THE
MAXIMUM DEVIATION DOES NOT
EXCEED 1". DRILL HOLE DIAMETER TO
BE APPROXIMATELY 1/8" CLEAR OF
BAR ALL AROUND.
B. AFTER THE DRILLING IS COMPLETE
AND PRIOR TO INSTALLATION OF THE
DOWEL OR TIE BARS, THE HOLES
SHALL BE THOROUGHLY CLEANED TO
REMOVE DRILLING DUST, CONCRETE
CHIPS, AND ANY MATERIAL
DETRIMENTAL TO BONDING.
C. EPOXY GEL SHALL BE APPLIED TO
THE DOWEL AND SUFFICIENT GEL
INJECTED IN THE BACK OF THE TIE
BAR HOLE BY A MECHANICAL
MIXING/PUMP DEVICE SO THAT A
SLIGHT AMOUNT OF GEL WILL BE
FORCED OUT WHEN THE DOWEL OR
TIE BAR IS INSERTED AND TAPPED TO
THE CORRECT POSITION. IT WILL BE
NECESSARY TO TWIST THE BAR BACK
AND FORTH SEVERAL TIMES TO
ELIMINATE THE AIR ENTRAPPED IN
THE HOLE. SMALL WEDGES MAY BE
USED TO SUPPORT THE DOWEL OR
TIE BAR IN CORRECT ALIGNMENT
UNTIL THE GEL HARDENS.
NOTES FOR DOWEL AND TIE
BAR HOLE DRILLING AND
INSTALLATION:
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
I S
S U
E
D
A T
E
C H
E C
K E
D
B
Y
S O
L I C
I T
A T
I O
N
N o
SHEET ID
N E
W
Y
O R
K
A
T
I O
N A
L
G
U A
R D
V
G
I N
E E
R I N
G
S
Q
R
I V
E R
H E
A
D
W E
S T
H A
M P
T O
N
B
E A
C H
N
R
K
S I Z
E
D A
T E
A P
P R
D E
S C
R I P
T I O
N S
Y M
C O
P Y
R I G
B
Y
P
O N
M
P A
N
G
H T
S
R
E S
E R
V E
C
O P
Y I N
G
O
R
D
U P
L I C
A T
I O
N
O
F
T
H E
C
U M
E N
L
O W
T
H O
P
R E
I T
T E
N
A
G R
E E
M E
P
O N
M
P A
N Y
R
K W
N
E
S U
I T
E
P E
A C
H T
R E
E
C
O R
N E
R S
G E
O R
G
P H
O N
E
R E
P A
O
R M
W A
T E
R
R
U N
O F
F
B
U I L
D I N
G
S
C U
E
W
I N
G
F
R A
N C
G
A B
R E
S K
I
A
I R
P O
R T
P R
O J E
W
K V
B
W E
S T
H A
M P
T O
N
B
E A
C H
N
R
K
P A
T H
X
F
Y
C
M
C
A D
G a b r e s k a i n a g e
P r o j e c t
C A
D C d
O
T T
E D
R
M A
N
T
A N
Y A
P O
O
J E
ISSUED FOR CONSTRUCTION
C O
N T
R A
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
F I
M
E
6 7 8 9 10
B
C
D
E
F
G
A N
S I
D
W P
Q F
SEAL
C O
N S
T R
U C
T I O
N
D
E T
A I L
S
C-502
T N
O R
M A
N
T N
O R
M A
N
J A
S
W I F
T
G
K
E R
R
C
A4
CLEANOUT
NO SCALE
SEWER LINE
45° BEND
FINISHED
GRADE
UNLESS CLEANOUT IS IN
18"X18"X6" DEEP CONC. PAD
CONC. PAVEMENT
PLUG IF LINE DOES
NOT CONTINUE
DIRECTION
OF FLOW
A1
ROOF DRAIN CONNECTION
NO SCALE
8" DIA. PVC PIPE
8" DIA. PVC PIPE
8" DIA. PVC PIPE
MIN. 6" DIA. PVC PIPE
8"x 8" 45° PVC WYE
8" 45° PVC ELBOW
1%
8" 90° PVC ELBOW
PVC ENLARGER
DOWNSPOUT SHOE
FINISHED GRADE
FOOTING
8" 45° PVC ELBOW
PLAN
MANUFACTURER'S STANDARD
TRANSITIONAL COUPLING
8"x 8" 45°
PVC WYE
8" DIA.
PVC PIPE
BUILDING
REPLACE 8"X8" METAL DOWNSPOUT.
MATCH EXISTING DOWNSPOUTS IN KIND.
D1
JUNCTION BOX
NO SCALE
1'-0" O.C.E.W.
#4 BARS
C
D
R O
P
I N
L E
T
PLAN VIEW
3'-0" x 2'-0" OPENING
CAST IRON
FRAME & COVER
C
D
R O
P
I N
L E
T
2'-0"
BEDDING
8"
6" AGGREGATE
GROUT TO INVERTS
BASE
C
T
Y P
2'-0"
1'-6" 1'-6"
PIPE
CAST IRON FRAME &
GRATING RATED FOR
HS-20 LOADING
TRENCH FLOOR (SEE DRAIN
STORM DRAIN BEDDING DETAIL)
PRECAST BASE SECTION
4' Ø RISER SECTIONS
(AS REQUIRED)
MANHOLE STEP (TYP.)
PRECAST FLAT TOP SLAB
REQUIRED CONSTRUCTION JOINT
1H:2V SLOPE
1'-4"
UNDISTURBED SOIL
SECTION A-A
A
NOTES:
1. PRECAST MANHOLE SECTIONS REINFORCING SHALL CONFORM TO ASTM C478.
C4
DROP INLET
NO SCALE
A7
CONCRETE FLARED END SECTION
NO SCALE
NO SCALE
F8
PIPE BEDDING DETAIL
MIN.
P
I
D
UNDISTURBED
INITIAL BACKFILL
BEDDING MATERIAL
1'-0"
SOIL (TYP.)
M
I N
P I P
E
O D
P I P
E
O
D
M
I N
CAST-IN-PLACE
CONCRETE TOE WALL
(TYP. AT ALL F.E.S.)
"T"
"E"
"T"
COORDINATE
WORK POINT
(GROOVE) HUB ON OUTLET END SECTIONS
(TONGUE) SPIGOT ON INLET END
SECTIONS
"L"
"B""C"
PLAN
DIA. +1"
4"
12"
2'-6"
DIA.
DIA.
R1 1/2" (TYP)
"T"
"E"
SLOPE
SECTION "A-A"
4'-0"
CAST CONCRETE FLARED END PIPE SECTION (REINFORCED)
"B" "C" "L"
3:1 6'-1 1/2"3'-7 1/2"
2'-6"
INV. EL.
24"
INSIDE DIA.
SLOPE "E" "T"
3"
A A
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
I S
S U
E
D
A T
E
C H
E C
K E
D
B
Y
S O
L I C
I T
A T
I O
N
N o
SHEET ID
N E
W
Y
O R
K
A
T
I O
N A
L
G
U A
R D
V
G
I N
E E
R I N
G
S
Q
R
I V
E R
H E
A
D
W E
S T
H A
M P
T O
N
B
E A
C H
N
R
K
S I Z
E
D A
T E
A P
P R
D E
S C
R I P
T I O
N S
Y M
C O
P Y
R I G
B
Y
P
O N
M
P A
N
G
H T
S
R
E S
E R
V E
C
O P
Y I N
G
O
R
D
U P
L I C
A T
I O
N
O
F
T
H E
C
U M
E N
L
O W
T
H O
P
R E
I T
T E
N
A
G R
E E
M E
P
O N
M
P A
N Y
R
K W
N
E
S U
I T
E
P E
A C
H T
R E
E
C
O R
N E
R S
G E
O R
G
P H
O N
E
R E
P A
O
R M
W A
T E
R
R
U N
O F
F
B
U I L
D I N
G
S
C U
E
W
I N
G
F
R A
N C
G
A B
R E
S K
I
A
I R
P O
R T
P R
O J E
W
K V
B
W E
S T
H A
M P
T O
N
B
E A
C H
N
R
K
P A
T H
X
F
Y
C
M
C
A D
G a b r e s k a i n a g e
P r o j e c t
C A
D C d
O
T T
E D
R
M A
N
T
A N
Y A
P O
O
J E
ISSUED FOR CONSTRUCTION
C O
N T
R A
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
F I
M
E
6 7 8 9 10
B
C
D
E
F
G
A N
S I
D
W P
Q F
SEAL
C O
N S
T R
U C
T I O
N
D
E T
A I L
S
C-503
T N
O R
M A
N
T N
O R
M A
N
J A
S
W I F
T
G
K
E R
R
C
A1
INFILTRATION BASIN
NO SCALE
3:1 SIDE
SLOPES (TYP)
4" TOPSOIL - SEED & MULCH
(SEE NOTE 2)
INSPECTION RISER
(SEE DETAIL THIS SHEET)
EXISTING NATIVE SOIL
WITH INFILTRATION
RATE > 5" PER HOUR
3'-0' MINIMUM
BEDROCK/GROUNDWATER
NOTES
1. BOTTOM OF INFILTRATION BASIN SHALL HAVE A MINIMUM SURFACE AREA OF 167 SF.
2. TOPSOIL SHALL BE HAVE EQUIVALENT INFILTRATION RATE AS EXISTING SOIL
(GREATER THAN 5" PER HOUR).
INFILTRATION BASINS NOTES AND SPECIFICATIONS
1. THE SEQUENCE OF VARIOUS PHASES OF BASIN CONSTRUCTION SHALL BE
COORDINATED WITH THE OVERALL PROJECT CONSTRUCTION SCHEDULE. THE
PARTIALLY EXCAVATED BASIN, CANNOT SERVE AS A SEDIMENTATION BASIN.
2. INITIAL BASIN EXCAVATION SHOULD BE CARRIED TO WITHIN 2 FEET OF THE FINAL
ELEVATION OF THE BASIN FLOOR. FINAL EXCAVATION TO THE FINISHED GRADE
SHOULD BE DEFERRED UNTIL ALL DISTURBED AREAS ON THE WATERSHED HAVE
BEEN STABILIZED OR PROTECTED. THE FINAL PHASE EXCAVATION SHOULD
REMOVE ALL ACCUMULATED SEDIMENT. RELATIVELY LIGHT TRACKED
EQUIPMENT IS RECOMMENDED FOR THIS OPERATION TO AVOID COMPACTION OF
THE BASIN FLOOR. AFTER THE FINAL GRADING IS COMPLETED, THE BASIN
SHOULD RETAIN A HIGHLY POROUS SURFACE TEXTURE.
3. INFILTRATION BASINS MAY BE LINED WITH A 6- TO 12-INCH LAYER OF FILTER
MATERIAL SUCH AS COARSE SAND (AASHTO STD. M-43, SIZES 9 OR 10) TO HELP
PREVENT THE BUILDUP OF IMPERVIOUS DEPOSITS ON THE SOIL SURFACE. THE
FILTER LAYER CAN BE REPLACED OR CLEANED WHEN IT BECOMES CLOGGED.
WHEN A 6-INCH LAYER OF COARSE ORGANIC MATERIAL IS SPECIFIED FOR
DISCING (SUCH AS HULLS, LEAVES, STEMS, ETC.) OR SPADING INTO THE BASIN
FLOOR TO INCREASE THE PERMEABILITY OF THE SOILS, THE BASIN FLOOR
SHOULD BE SOAKED OR INUNDATED FOR A BRIEF PERIOD, THEN ALLOWED TO
DRY SUBSEQUENT TO THIS OPERATION. THIS INDUCES THE ORGANIC MATERIAL
TO DECAY RAPIDLY, LOOSENING THE UPPER SOIL LAYER.
4. EROSION PROTECTION OF INFLOW POINTS TO THE BASIN SHALL ALSO BE
PROVIDED.
5. THE BASIN SIDE SLOPES AND FLOOR SHALL BE STABILIZED WITH VEGETATION.
SELECTION OF SUITABLE VEGETATIVE MATERIALS AND APPLICATION OF
REQUIRED LIME, FERTILIZER, ETC. SHALL BE DONE IN ACCORDANCE WITH THE
THE PERMANENT SEEDING REQUIREMENTS PROVIDED ON SHEETC-752, DETAIL
C4.
6. MOWING SHALL BE CONDUCTED AT LEAST TWICE A YEAR, ONCE IN JUNE AND
AGAIN IN SEPTEMBER.
2'-6"
INFILTRATION
BASIN BOTTOM
6" SCH 40 SOLID
PVC RISER PIPE
6"
THREADED CLEANOUT CAP
INSPECTION RISER
INFILTRATION BASIN BOTTOM
(SEE NOTE 1)
3:1 OR FLATTER EMBANKMENT.
STABILIZE WITH GRASS
4" THICK CONCRETE LINED
EMERGENCY SPILLWAY
EMERGENCY SPILLWAY
3'
BOTTOM
EARTHEN EMBANKMENT
3,000 PSI CONCRETE LINED
EMERGENCY SPILLWAY
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NAME OF RECEIVING WATERS: ASPATUCK RIVER
AREA OF ON-SITE WETLANDS: NONE
HYDROLOGIC UNIT CODE 12 (HUC 12): BEAR CREEK - PIPE CREEK 051201011507
FEDERAL OR STATE WATER QUALITY PERMITS: TO BE PROVIDED
PRE-DEVELOPMENT CN: 94
POST-DEVELOPMENT CN: 94
CONTRACTOR:
POND
3500 PARKWAY LANE, SUITE 500
PEACHTREE CORNERS, GEORGIA 30092
PHONE: (678) 336-7740
FAX: (678) 336-7744
CONTACT: TANYA NORMAN, PE
ENGINEER:
NEW YORK AIR NATIONAL GUARD
106TH RESCUE WING
FRANCIS S. GABRESKI AIRPORT,
WESTHAMPTON BEACH, NEW YORK 11978
PHONE: TBD
REPRESENTATIVE: TBD
EMAIL: TBD
DEVELOPER:
TO BE DETERMINED
24-HOUR EROSION
AND SEDIMENT
CONTROL CONTACT:
SITE: 0.8 AC / DISTURBED: 0.8 AC
SITE AREA & DISTURBED
AREA:
THE EXISTING SITE CONTAINS A
BUILDING, CONCRETE AND ASPHALT
PAVEMENT AND OPEN VEGETATED
AREAS.
EXISTING CONDITIONS:
PROPOSED PROJECT: REPLACEMENT OF DOWNSPOUTS AND CONNECTING
DOWNSPOUTS TO NEW UNDERGROUND STORM
SEWER SYSTEM AND MODIFY AN EXISTING
STORMWATER MANAGEMENT FACILITY.
EROSION AND SEDIMENT CONTROL PLAN GENERAL
NOTES
GENERAL PROJECT DATA
STRUCTURAL PRACTICES:
THE STRUCTURAL PRACTICES SHOWN ON THIS PLAN HAVE BEEN DESIGNED TO
REDUCE EROSION & SEDIMENTATION OF DISTURBED AREAS.
MATTING BLANKETS WILL BE INSTALLED TO KEEP SEDIMENT CONTAINED
WITHIN THE SITE AS NECESSARY. DISTURBED AREA STABILIZATION SHALL BE
STABILIZED WITH PERMANENT SEEDING (PS) AS NECESSARY. INLET AND
OUTLET SEDIMENT TRAP PROTECTION WILL BE USED TO HELP PREVENT
SEDIMENT FROM ENTERING ANY EXISTING INLETS.
CRITICAL WORK ZONE:
ALL SLOPES 3:1 OR STEEPER AND HIGHER THAN 5 FEET SHALL RECEIVE
SURFACE ROUGHENING, AND EROSION CONTROL MATTING. SILT FENCING
WILL BE USED TO PREVENT SEDIMENT FROM LEAVING THE DISTURBED AREA.
INLET PROTECTION WILL BE USED TO PREVENT SEDIMENT FROM ENTERING
THE STORM SEWER.
STORM WATER MANAGEMENT:
SINCE THE SITE DOES NOT EXCEED 5,000 SQUARE FEET OF NEW IMPERVIOUS
AREA, AN EXISTING STORMWATER MANAGEMENT FACILITIES WILL BE MODIFIED
TO MEET NYS DEC WATER QUALITY TREATMENT REQUIREMENTS FOR
REDEVELOPMENT PROJECTS.
CONSTRUCTION PERIOD STORM WATER POLLUTANT CONTROL:
SEDIMENTATION AND FUEL SPILLS ARE POTENTIAL SOURCES OF STORM
WATER POLLUTION DURING THE CONSTRUCTION PROCESS. THESE
POLLUTANTS WILL BE REMOVED AND/OR REDUCED VIA THE BMP'S CONTAINED
WITHIN THIS PLAN
POST-CONSTRUCTION STORM WATER POLLUTANT CONTROL:
EXISTING UNDISTURBED AREAS ARE PRIMARILY PAVED. MEASURES WILL BE
TAKEN TO ENSURE ALL DISTURBED PERVIOUS AREAS ARE VEGETATED
POST-CONSTRUCTION TO CONTROL POLLUTANTS IN STORM WATER
DISCHARGE.
STABILIZATION MEASURES:
THE STABILIZATION MEASURES SHOWN ON THESE PLANS HAVE BEEN
DESIGNED TO STABILIZE THE DISTURBED AREAS FOLLOWING THE TEMPORARY
OR PERMANENT COMPLETION OF CONSTRUCTION. ALL EXPOSED AREAS SHALL
BE STABILIZED WITH TEMPORARY SEEDING (TS) IMMEDIATELY AFTER
TRENCHING IF THEY ARE TO REMAIN INACTIVE FOR 14 DAYS OR MORE. ALL
DISTURBED AREAS SHALL BE STABILIZED WITH TEMPORARY (TS) OR
PERMANENT (PS) VEGETATION AS INDICATED ON THE PLAN. DUST CONTROL
(DC) SHALL ALSO BE PROVIDED AS NEEDED DURING GRADING ACTIVITIES. SEE
EROSION AND SEDIMENT CONTROL PLAN (ESCP) DETAIL SHEETS FOR MORE
DETAILS REGARDING THESE STABILIZATION MEASURES.
STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN
PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE
TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14
DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE
HAS TEMPORARILY OR PERMANENTLY CEASED, EXCEPT:
WHERE THE INITIATION OF STABILIZATION MEASURES BY THE 14TH DAY AFTER
CONSTRUCTION ACTIVITY TEMPORARILY OR PERMANENTLY CEASED IS
PRECLUDED BY SNOW COVER OR OTHER ADVERSE WEATHER CONDITIONS,
STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL.
PROPER OPERATION AND MAINTENANCE:
THE PERMITTEE SHALL AT ALL TIMES PROPERLY OPERATE AND MAINTAIN ALL
FACILITIES AND SYSTEMS OF TREATMENT AND CONTROL (AND RELATED
APPURTENANCES) WHICH ARE INSTALLED OR USED BY THE PERMITTEE TO
ACHIEVE COMPLIANCE WITH THE CONDITIONS OF THIS PERMIT AND WITH THE
REQUIRED PLANS. PROPER OPERATION AND MAINTENANCE ALSO INCLUDES
ADEQUATE LABORATORY CONTROLS AND APPROPRIATE QUALITY ASSURANCE
PROCEDURES. PROPER OPERATION AND MAINTENANCE REQUIRES THE
OPERATION OF BACKUP OR AUXILIARY FACILITIES OR SIMILAR SYSTEMS,
INSTALLED BY AN PERMITTEE ONLY WHEN NECESSARY TO ACHIEVE
COMPLIANCE WITH THE CONDITIONS OF THE PERMIT.
EROSION AND SEDIMENT CONTROL MEASURES WILL BE MAINTAINED AT ALL
TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE
FOR EFFECTIVE EROSION AND SEDIMENT CONTROL, ADDITIONAL EROSION
AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL
OR TREAT THE SEDIMENT SOURCE.
REFER TO THE DETAILS CONTAINED WITHIN THIS PLAN SET FOR ADDITIONAL
MAINTENANCE INSTRUCTION.
NON-STORM WATER DISCHARGES:
NON-STORM WATER DISCHARGES (DISCHARGES FROM FIRE FIGHTING
ACTIVITIES, FIRE HYDRANT FLUSHING, POTABLE WATER SOURCES INCLUDING
WATER LINE FLUSHING, IRRIGATION DRAINAGE, AIR CONDITIONING
CONDENSATE, SPRINGS, UNCONTAMINATED GROUNDWATER, AND
FOUNDATION OR FOOTING DRAINS WHERE FLOWS ARE NOT CONTAMINATED
WITH PROCESS MATERIALS OR POLLUTANTS) THAT ARE COMBINED WITH
STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY
SHALL BE DISCHARGED TO THE PROPOSED STORM DRAINAGE SYSTEM AND
ROUTED THROUGH THE EROSION AND SEDIMENTATION CONTROLS IDENTIFIED
WITHIN THIS PLAN. NOTIFY THE LICENSED PROFESSIONAL WHO PREPARED
THIS PLAN IF THIS IS NOT POSSIBLE.
WASTE MATERIALS AND DISPOSAL:
NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, SHALL BE
DISCHARGED INTO STORM WATER INLETS OR WATERS OF THE STATE, EXCEPT
AS AUTHORIZED BY A SECTION 404 PERMIT.
ALL WASTE MATERIALS SHALL BE COLLECTED AND STORED IN A SECURELY
LIDDED METAL DUMPSTER OR OTHER APPROPRIATE WASTE MANAGEMENT
FACILITY PERMISSIBLE UNDER INDIANA ADMINISTRATIVE CODE (IAC) ARTICLE
15 NPDES GENERAL PERMIT RULE PROGRAM. WASTE MANAGEMENT FACILITIES
SHALL MEET ALL SOLID WASTE MANAGEMENT REGULATIONS. ALL TRASH AND
CONSTRUCTION DEBRIS FROM THE SITE SHALL BE DEPOSITED IN THE WASTE
MANAGEMENT FACILITIES. WASTE MANAGEMENT FACILITIES SHALL BE
EMPTIED A MINIMUM OF ONCE PER WEEK OR MORE OFTEN IF NECESSARY AND
TRASH SHALL BE HAULED AS REQUIRED BY LOCAL REGULATIONS. NO
CONSTRUCTION WASTE SHALL BE BURIED ON-SITE.
ALL PERSONNEL SHALL BE INSTRUCTED ON PROPER PROCEDURES FOR
WASTE DISPOSAL. A NOTICE STATING THESE PRACTICES SHALL BE POSTED AT
THE JOB SITE AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEEING
THAT THESE PROCEDURES ARE FOLLOWED.
LOCATE WASTE COLLECTION AREAS AWAY FROM STREETS, GUTTERS,
WATERCOURSES AND STORM DRAINS. WASTE COLLECTION AREAS, SUCH AS
DUMPSTERS, ARE OFTEN BEST LOCATED NEAR CONSTRUCTION SITE
ENTRANCES TO MINIMIZE TRAFFIC ON DISTURBED SOILS.
HAZARDOUS WASTES:
ALL HAZARDOUS WASTE MATERIALS SHALL BE DISPOSED OF IN THE MANNER
AS REQUIRED BY LOCAL, STATE, AND/OR FEDERAL REGULATIONS AND BY THE
MANUFACTURER OF SUCH PRODUCTS. THE JOB SITE SUPERINTENDENT, WHO
WILL ALSO BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE
FOLLOWED, SHALL INSTRUCT SITE PERSONNEL IN THESE PRACTICES.
MATERIAL SAFETY DATA SHEETS (MSDS'S) FOR EACH SUBSTANCE WITH
HAZARDOUS PROPERTIES THAT IS USED ON THE JOB SITE SHALL BE OBTAINED
AND USED FOR THE PROPER MANAGEMENT OF POTENTIAL WASTES THAT MAY
RESULT FROM THESE PRODUCTS. AN MSDS SHALL BE POSTED IN THE
IMMEDIATE AREA WHERE SUCH PRODUCT IS STORED AND/OR USED AND
ANOTHER COPY OF EACH MSDS SHALL BE MAINTAINED IN THE EROSION
SEDIMENTATION AND POLLUTION CONTROL PLAN (ESPCP) FILE AT THE JOB
SITE CONSTRUCTION TRAILER OFFICE. EACH EMPLOYEE WHO HANDLES A
SUBSTANCE WITH HAZARDOUS PROPERTIES WILL BE INSTRUCTED ON THE USE
OF MSDS SHEETS AND THE SPECIFIC INFORMATION IN THE APPLICABLE MSDS
FOR THE PRODUCT HE/SHE IS USING, PARTICULARLY REGARDING SPILL
CONTROL TECHNIQUES.
THE CONTRACTOR WILL IMPLEMENT THE SPILL PREVENTION CONTROL AND
COUNTERMEASURES (SPCC) PLAN FOUND WITHIN THIS ESPCP AND WILL TRAIN
ALL PERSONNEL IN THE PROPER CLEANUP AND HANDLING OF SPILLED
MATERIALS. NO SPILLED HAZARDOUS MATERIALS OR HAZARDOUS WASTES
SHALL BE ALLOWED TO COME IN CONTACT WITH STORM WATER DISCHARGES.
IF SUCH CONTACT OCCURS, THE STORM WATER DISCHARGE SHALL BE
CONTAINED ON SITE UNTIL APPROPRIATE MEASURES IN COMPLIANCE WITH
STATE AND FEDERAL REGULATIONS ARE TAKEN TO DISPOSE OF SUCH
CONTAMINATED STORM WATER. IT SHALL BE THE RESPONSIBILITY OF THE JOB
SITE SUPERINTENDENT TO PROPERLY TRAIN ALL PERSONNEL IN THE USE OF
THE SPCC PLAN.
SANITARY WASTES:
ALL PERMITTEES SHALL ENSURE THAT THIS PLAN IS IN COMPLIANCE WITH
APPLICABLE STATE AND/OR LOCAL WASTE DISPOSAL, SANITARY SEWER, OR
SEPTIC SYSTEM REGULATIONS.
A MINIMUM OF ONE PORTABLE SANITARY UNIT SHALL BE PROVIDED FOR
EVERY TEN (10) WORKERS ON THE SITE. ALL SANITARY WASTE SHALL BE
COLLECTED FROM THE PORTABLE UNITS A MINIMUM OF ONE TIME PER WEEK
BY A LICENSED PORTABLE FACILITY PROVIDER…
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