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VELASKO R
OAD
WEST ONONDAGA STREET
GRAND AVENUE
PROJECTLOCATION
HO
LDEN
STR
EET
CHA Project No. 19217CH2MILL Project No. 381098
1. UNDERGROUND UTILITIES ARE SHOWN BASED ON PHYSICAL EVIDENCELOCATED AT THE GROUND SURFACE.
2. THE PLANS SHOW KNOWN SUBSURFACE STRUCTURES, ABOVE GROUNDSTRUCTURES AND/OR UTILITIES BELIEVED TO EXIST IN THE WORKINGAREA, CONTRACTOR IS WARNED THAT THE EXACT OR EVENAPPROXIMATE LOCATION OF SUCH MAY BE DIFFERENT FROM THATSHOWN OR MAY NOT BE SHOWN, AND IT SHALL BE THE CONTRACTORSRESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANYWORK. CONTRACTOR SHALL COMPLY WITH THE STATE OF NEW YORKDEPARTMENT OF PUBLIC SERVICE, 16NYCRR PART 753, EFFECTIVEFEBRUARY 5, 1997. CALL BEFORE YOU DIG @ 1-800-962-7962.
3. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THATVARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORKSHALL NOT VARY FROM THE PLANS WITHOUT THE EXPRESSED APPROVALOF THE ENGINEER.
4. THE CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS,SIGNS AND OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED ORREMOVED TO AT LEAST AS GOOD A CONDITION AS BEFORE BEINGDISTURBED AS DETERMINED BY THE ENGINEER. ANY DAMAGED TREES,SHRUBS, AND/OR HEDGES SHALL BE REPLACED AT THE CONTRACTOR'SEXPENSE.
5. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANDINCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS,CERTIFICATES, ETC.
7. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINEMONUMENTATION. ANY MONUMENTATION DISTURBED OR DESTROYED,AS JUDGED BY THE ENGINEER OR OWNER, SHALL BE REPLACED AT THECONTRACTOR'S EXPENSE UNDER THE SUPERVISION OF A NEW YORKSTATE LICENSED LAND SURVEYOR.
8. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONDUCT EXPLORATORYTEST PITS AS REQUIRED TO DETERMINE UNDERGROUND CONDITIONS.RECOMMENDED LOCATIONS ARE DESIGNATED BY ON THE DRAWINGS.THE CONTRACTOR SHALL CONDUCT ADDITIONAL PITS AS REQUIRED FORPERFORMANCE OF WORK AT HIS EXPENSE.
9. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORINGSHALL BE DONE IN ACCORDANCE WITH THE LATEST REVISIONS OF NEWYORK STATE CODE RULE 23 AND OSHA REGULATIONS FORCONSTRUCTION.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THEMAINTENANCE OF SURFACE DRAINAGE DURING THE COURSE OF WORK.
11. MAINTAIN FLOW FOR ALL EXISTING UTILITIES, CULVERTS, AND DITCHES.
12. ALL MANHOLES, CASTINGS, ETC. AND VALVE BOXES WITHIN PAVEDAREAS SHALL HAVE THE TOPS SET FLUSH WITH THE EXISTING PAVEMENTGRADE. IN LANDSCAPED AREAS, ALL FRAMES SHALL BE 0.1' ABOVEGRADE.
13. BEFORE CONSTRUCTING LINES TO CONNECT TO EXISTING UTILITIES ORUTILITIES INSTALLED UNDER OTHER CONTRACTS, VERIFY EXISTINGUTILITY INVERTS AND NOTIFY ENGINEER IF ANY VARIATION FROM THEPLANS IS REQUIRED.
14. CONTRACTOR TO GRADE ALL AREAS ON THE SITE TO PROVIDE POSITIVEDRAINAGE.
FENCE
STORM SEWER
SANITARY SEWER
WATER LINE
GAS LINE
UNDERGROUND ELECTRIC
UNDERGROUND TELEPHONE
OVERHEAD TELEPHONE
OVERHEAD ELECTRIC
5' OR 10' CONTOUR LINE
1' OR 2' CONTOUR LINE
SPOT ELEVATION
DITCH OR SWALE
STREAM OR RIVER
LAKE OR POND
PRIMARY PROPERTY OR R.O.W.
EASEMENT
CATCH BASIN
MANHOLE
HYDRANT
WATER VALVE
UTILITY POLE
LIGHT POLE, LAMP POST
SIGN
TELEPHONE PEDESTAL
IRON ROD, PIN, OR PIPE
CONCRETE MONUMENT
RIGHT-OF-WAY MONUMENT
DIVERSION BOX
CURB
ASPHALT PAVEMENT
TEST PIT
SOIL BORING
FORCE MAIN
BUILDING
TREES, SHRUBS, BUSHES
EXISTING PROPOSEDX XX
W
G
E
T
(TYPE) STORM SEWER
(TYPE) SANITARY SEWER
(TYPE) WATER L NE
(TYPE) GAS L NE
120.5
BORING #
(TYPE) FORCE MA N
UNDERGROUND ELECTRIC
UNDERGROUND TELEPHONE
OVERHEAD W RES
250
202
OR x120 5
PROPERTY LINE
MATCH LINE
VIEW MARKERDETAIL IDENTIFICATION
SHEET NO. WHERE DETAIL IS SHOWN
DETAIL IDENTIFICATION
MATCH LINE SEE DRAWING 2
XX
X X X
SCALE:X TITLE
N.T.S.
GENERAL NOTES LEGENDG-0001
G-0002
D-0001
D-2001
D-5001
C-1000
C-1001
C1002
C-1003
C-2001
C-2002
C-2003
C-2004
C-2005
C-2006
C-3001
C-3002
C-3003
C-5001
C-5002
C-5003
C-5004
L-1001
L-1002
L-5001
S-0001
S-2001
S-3001
S-3002
S-5003
E-0001
E-2001
E-2002
WM-2001
WM-2002
WM-5001
TITLE SHEET
LEGEND, NOTES AND INDEX OF DRAWINGS
PROCESS FLOW DIAGRAM
HYDROLIC PROFILE - SANITARY
GRIT AND FLOATABLES PLAN AND SECTION
EXISTING CONDITIONS PLAN
DEMOLITION PLAN
OVERALL PROJECT PLAN AND COSTRUCTION ACCESS AND STAGING PLAN
LAYOUT PLAN - WETLAND FACILITY
UTILITY SITE PLAN - WETLAND FACILITY
UTILITY SITE PLAN - GRIT AND FLOATABLES SYSTEM
GRADING PLAN - WETLAND FACILITY
GRADING PLAN - COMPENSATORY STORAGE AREAS 1-2-3
GRADING PLAN - COMPENSATORY STORAGE AREA 4
GRADING PLAN - GRIT AND FLOATABLES FACILITY
CONSTRUCTED WETLANDS PROFILES
CONSTRUCTED WETLANDS SECTIONS
CONSTRUCTED WETLANDS SECTION AND DETAILS
CIVIL DETAILS
CIVIL DETAILS
CIVIL DETAILS
FLOW DIVERSION STRUCTURE DETAILS
LANDSCAPE PLAN
CONSTRUCTED WETLAND - PLANTING PLAN
LANDSCAPE DETAILS
GENERAL NOTES AND DESIGN CRITERIA
GRIT AND FLOATABLES FOUNDATION PLAN
GRIT AND FLOATABLES SECTIONS
GRIT AND FLOATABLES SECTIONS
GRIT AND FLOATABLES DETAILS
ELECTRICAL LEGEND, SYMBOLS AND ABBREVIATIONS
ELECTRICAL SITE PLAN
ELECTRICAL SITE PLAN (CONTINUATION)
WETLAND IMPACT MAP
WETLAND DITCH RELOCATION
WETLAND DITCH RELOCATION NOTES AND DETAILS
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
INDEX OF DRAWINGS15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FIELD
LAYOUT. THE CONTRACTOR SHALL TAKE TIES TO ALL UTILITYCONNECTIONS AND PROVIDE MARKED-UP AS-BUILT PLANS FOR ALLUTILITIES SHOWING TIES TO CONNECTIONS, BENDS, VALVES, LENGTHSOF LINES AND INVERTS. AS-BUILT PLANS SHALL BE REVIEWED BY THEOWNER AND HIS REPRESENTATIVES, AND THE CONTRACTOR SHALLPROVIDE ANY CORRECTION OR ADMISSIONS TO THE SATISFACTION OFTHE OWNER AND HIS REPRESENTATIVES BEFORE UTILITIES WILL BEACCEPTED.
16. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN OPERATINGCONSTRUCTION EQUIPMENT OVER NEW UTILITY TRENCHES. THECONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A MINIMUM OFTWO FEET OR MORE, IF REQUIRED, OVER ANY UTILITY LINE SUBJECT TOCONSTRUCTION TRAFFIC.
17. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK,LANE CLOSURES AND DISRUPTIONS WITH GOVERNING AGENCIES.
18. PRIOR TO BIDDING PROJECT, THE CONTRACTOR SHALL VISIT THE SITE TOVERIFY EXISTING CONDITIONS.
19. ALL PHYSICAL FEATURES, INDIVIDUAL TREES, LANDSCAPING OR UTILITYLOCATIONS COULD NOT BE POSSIBLY SHOWN ON THE CONTRACTDRAWINGS. EACH BIDDER IS ENCOURAGED TO PERSONALLY INSPECT ALLAREAS OF PROPOSED WORK, IN ORDER TO ENSURE THAT THEY AREFAMILIAR WITH THE PHYSICAL LAYOUT OF THE AREA AND THEREQUIREMENTS OF THE WORK.
20. PROPERTY LINES ARE APPROXIMATE AS INTERPOLATED FROM EXISTINGMAPPING AND ARE SHOWN FOR REFERENCE ONLY.
21. UPON COMPLETION OF THE WORK, ALL DISTURBED AREAS SHALL BERESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICHEXISTED PRIOR TO CONSTRUCTION.
22. DISTURBED AREAS SHALL BE RESTORED AS WORK PROGRESSES ASDEEMED APPROPRIATE BY THE ENGINEER.
23. TRENCHES SHALL NOT BE LEFT OPEN OVERNIGHT WITHOUT PROPERPROTECTION.
24. ALL CONSTRUCTION STAKE OUT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR. LOCATION OF MANHOLES, ARE TO BE INDIVIDUALLYSTAKED OUT. UTILITY LINES TO BE STAKED OUT AT 100 FOOT STATIONS.
25. CONTRACTOR SHALL INSTALL 3 FOOT HIGH CONSTRUCTION FENCE ATLIMITS OF WETLANDS ADJACENT TO ALL WORK AREAS PRIOR TOCOMMENCEMENT OF WORK.
CH
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G-0002005-G-002-19217
PERFORATED PIPE
PROPOSEDMANHOLE-1
PROPOSEDMANHOLE-3A
PROPOSEDFDS-6
EXISTINGUNCOMISSIONED HBIS
MANHOLE U15A
EXISTINGMANHOLE U15
PROPOSEDGRIT AND FLOATABLES
REMOVAL SYSTEM26' DIAMETER
EXISTING48" RCP
PROPOSED 8" PVC UNDERFLOW
PROPOSED 30" HDPEOVERFLOW
PROPOSED 36" HDPE
EXISTING 48" RCP
PROPOSEDCONSTRUCTED WETLANDS
HA
RB
OR
BR
OO
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EXISTING 12" PVC
PROPOSED36" HDPE
DISCHARGE
EXISTINGWEIR STRUCTURE
EXISTING18" HBIS
EXISTING48" RCP
EX
ISTI
NG
8" P
VC
PROPOSEDMANHOLE 03
PROPOSED36" HDPE
1
2
3
EXISTINGMANHOLE
EXISTING48" RCP
EXISTINGUNCOMISSIONED
21" HBIS
PROPOSEDMANHOLE-3B
PROPOSED 8" HDPEUNDERFLOW
PROPOSED 18" HDPEUNDERFLOW
PROPOSEDMANHOLE 05A
PRO
POSE
D 3
6" H
DPE
PROPOSEDMANHOLE 18
PROPOSEDMANHOLE 16
PROPOSEDMANHOLE 17
PRO
POSE
D 3
0" H
DPE
PRO
POSE
D 3
0" H
DPE
PROPOSEDMANHOLE 15
PROPOSED36" HDPE
PROPOSED36" HDPE
PROPOSED 36" HDPE
PROPOSED36" HDPE
PROPOSED 30" HDPE
PROPOSEDMANHOLE-2
PROPOSED 36" HDPE
PROPOSEDMANHOLE-4B
PROPOSEDMANHOLE-3C
GRIT CHAMBER
PROPOSED 18" HDPE
PROPOSEDMANHOLE-4
PROPOSED 18" HDPEUNDERFLOW
PROPOSEDMANHOLE-4A
PROPOSED 18" HDPE
PROPOSED 48" HDPE
PROPOSED 48" HDPE
PROPOSED48" HDPE
EXISTINGMH 3302
EXISTINGMH 3301
WES
T O
NO
ND
AGA
STR
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RO
WLA
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STR
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NTS
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D-0001008-D-001-19217
385
390
395
400
405
410
415
420
425
430
380
435
375
370
VERT. 1"=4'HORIZ. NTS
PROPOSED MANHOLE 01TF=417.00
EXISTING MANHOLETF=420.70
EXISTING48" RCPINV. IN=403.10
INV. OUT=402.80
INV. IN=400.70
EXISTING48" RCP
PROPOSED 48" HDPE@ 0.98%
PROPOSED 36" HDPETO PROPOSEDFLOATING WETLANDSINV. OUT=395.82
PROPOSED FLOWDIVERSION STRUCTURE 6TF=403.50
INV. IN=395.85
385
390
395
400
405
410
415
420
425
430
380
435
375
PROPOSED 36" HDPE@ 0.75%
INV. OUT=400.60
INV. OUT=401.10
PROPOSED GRIT AND FLOATABLESREMOVAL SYSTEMTOP OF TANK EL.=416.25
370
INV. IN=400.00
PROPOSED 18" HDPEUNDERFLOW TOPROPOSED MANHOLE 03CINV. OUT=393.28
OVERFLOWEL.=405.68
PROPOSED 30" HDPETO PROPOSEDMANHOLE 03INV. OUT=408.97
TOP WATER LEVELIN CHAMBEREL.=408.75
MAXIMUM ALLOWABLEWATER ELEVATION INOUTLET CHAMBEREL.=405.49
PROPOSED MANHOLE 02TF=417.30
PROPOSED MANHOLE 4BTF=401.00
PROPOSED MANHOLE 4ATF=407.00
PROPOSED 48" HDPE@ 0.88%
PROPOSED 8" HDPEUNDERFLOW TOPROPOSED MANHOLE 03AINV. OUT=392.34
INV. IN=396.35
INV. IN=398.23 INV. OUT=398.13
INV. OUT=396.25
PROPOSED 36"HDPE
@ 1.00%
INV. IN=400.53 INV. IN=400.43
PROPOSED 48" HDPE@ 0.88%
CH
2M H
ILL
2010
. A
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FILENAME: 005-C-1000_19217.dwg PLOT DATE: 7/22/2011 PLOT TIME: 12:01:23 PM
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C-1000005-C-1000_19217
1" = 80'
. . . .
. . . .
. . . .
. . . .
. . . .
PR
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SCALE: 1" =
80 160 240
80'
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2010
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CT
WIT
HO
UT
THE
WR
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UTH
OR
IZAT
ION
OF
CH
2MH
ILL.
RE
US
E O
F D
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ENTS
:
SHEETDWG
c
BAR IS ONE INCH ONORIGINAL DRAWING.0
5 6
B
A
430
E. G
EN
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ET, S
UIT
E 40
0S
YR
AC
US
E, N
Y 1
3202
PH
(315
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FA
X (3
15) 4
51-7
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EB
000
0072
A
A 0
0199
2
19217JULY 11, 2011
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RB
OR
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USE
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WM
EHJR
H
CH
2M H
ILL
2010
. A
LL R
IGH
TS R
ESER
VED
.
1 2 3 4
C
D
VERIFY SCALE
PROJDATE
DA
TEN
O.
1"
DSG
ND
R
THIS
DO
CU
ME
NT,
AN
D T
HE
IDE
AS
AN
D D
ES
IGN
S IN
CO
RP
OR
ATE
D H
ER
EIN
, AS
AN
INS
TRU
MEN
T O
F PR
OFE
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NAL
SER
VIC
E, IS
TH
E P
RO
PER
TY O
F
RE
VIS
ION
CH
KA
PVD
BY
AP
VD
CH
2M H
ILL
AN
D IS
NO
T TO
BE
US
ED, I
N W
HO
LE O
R IN
PA
RT,
FO
R A
NY
OTH
ER
PR
OJE
CT
WIT
HO
UT
THE
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
CH
2MH
ILL.
RE
US
E O
F D
OC
UM
ENTS
:
SHEETDWG
c
BAR IS ONE INCH ONORIGINAL DRAWING.0
5 6
B
A
430
E. G
EN
ESE
E ST
RE
ET, S
UIT
E 40
0S
YR
AC
US
E, N
Y 1
3202
PH
(315
) 345
-140
0 -
FA
X (3
15) 4
51-7
270
EB
000
0072
A
A 0
0199
2
SITE KEY MAPNOT TO SCALE
19217JULY 11, 2011
HA
RB
OR
BR
OO
K C
SO 0
18
CO
NST
RU
CTE
D W
ETLA
ND
S
CIT
Y O
F S
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USE
ON
ON
DA
GA
CO
UN
TY, N
EW
YO
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05/0
2/20
111
50%
SU
BM
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ON
MEH
KH
07/2
2/20
112
RE
GU
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AG
ENC
Y R
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WM
EHJR
H
1"=50
005-C-1001_19217.dwg 7/22/2011 12:01 PM
RN
DM
EHG
JMK
LH
DE
MO
LITI
ON
PLA
N
C-1001005-C-1001-19217
N
0
SCALE: 1" =
50 100 150
50'
FILENAME: 005-C-1002_19217.dwg PLOT DATE: 7/22/2011 PLOT TIME: 12:02:17 PM
RN
DM
EHJR
HS
KB
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ALL
PR
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CT
PLAN
AN
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STR
UC
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CC
ESS
AN
D S
TAG
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PLA
N
C-1002005-C-1002_19217
1" = 80'
. . . .
. . . . .
. . . .
. . . . . .
. . . .
PR
ELI
MIN
ARY
N0
SCALE: 1" =
80 160 240
80'
CH
2M H
ILL
2010
. A
LL R
IGH
TS R
ESER
VED
.
1 2 3 4
C
D
VERIFY SCALE
PROJDATE
DA
TEN
O.
1"
DSG
ND
R
THIS
DO
CU
ME
NT,
AN
D T
HE
IDE
AS
AN
D D
ES
IGN
S IN
CO
RP
OR
ATE
D H
ER
EIN
, AS
AN
INS
TRU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
E P
RO
PER
TY O
F
RE
VIS
ION
CH
KA
PVD
BY
AP
VD
CH
2M H
ILL
AN
D IS
NO
T TO
BE
US
ED, I
N W
HO
LE O
R IN
PA
RT,
FO
R A
NY
OTH
ER
PR
OJE
CT
WIT
HO
UT
THE
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
CH
2MH
ILL.
RE
US
E O
F D
OC
UM
ENTS
:
SHEETDWG
c
BAR IS ONE INCH ONORIGINAL DRAWING.0
5 6
B
A
430
E. G
EN
ESE
E ST
RE
ET, S
UIT
E 40
0S
YR
AC
US
E, N
Y 1
3202
PH
(315
) 345
-140
0 -
FA
X (3
15) 4
51-7
270
EB
000
0072
A
A 0
0199
2
19217JULY 11, 2011
HA
RB
OR
BR
OO
K C
SO 0
18
CO
NST
RU
CTE
D W
ETLA
ND
S
CIT
Y O
F S
YRAC
USE
ON
ON
DA
GA
CO
UN
TY, N
EW
YO
RK
05/0
2/20
111
50%
SU
BM
ISSI
ON
MEH
KH
07/2
2/20
112
RE
GU
LATO
RY
AG
ENC
Y R
EVIE
WM
EHJR
H
CELL 1NWL = 396.5
BOTTOM ELEV = 395.5
CELL 2TOP OF GRAVEL:396.00BOTTOM ELEV:393.50
CELL 3NWL = 393.0
SURFACE ELEV = 392.50DEEP ZONE BTM. = 389.50
TOP OF BERM = 402
20' WIDE DOUBLESWING GATE
4' HIGH CHAIN LINKFENCE AT TOE OF SLOPE
20' WIDE DOUBLESWING GATE
CHANNEL LINED WITHRIP-RAP 10' WIDE ATBOTTOM OF CHANNEL (TYP.)
GRAVEL TOP OF BANK
75 LF 12" HDPECULVERT @ .5%
INV=396.4
INV=396.00
8.0'
10.0'
10.0'
7
1
2
2
1
CH
2M H
ILL
2010
. A
LL R
IGH
TS R
ESER
VED
.
1 2 3 4
C
D
VERIFY SCALE
PROJDATE
DA
TEN
O.
1"
DSG
ND
R
THIS
DO
CU
ME
NT,
AN
D T
HE
IDE
AS
AN
D D
ES
IGN
S IN
CO
RP
OR
ATE
D H
ER
EIN
, AS
AN
INS
TRU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
E P
RO
PER
TY O
F
RE
VIS
ION
CH
KA
PVD
BY
AP
VD
CH
2M H
ILL
AN
D IS
NO
T TO
BE
US
ED, I
N W
HO
LE O
R IN
PA
RT,
FO
R A
NY
OTH
ER
PR
OJE
CT
WIT
HO
UT
THE
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
CH
2MH
ILL.
RE
US
E O
F D
OC
UM
ENTS
:
SHEETDWG
c
BAR IS ONE INCH ONORIGINAL DRAWING.0
5 6
B
A
430
E. G
EN
ESE
E ST
RE
ET, S
UIT
E 40
0S
YR
AC
US
E, N
Y 1
3202
PH
(315
) 345
-140
0 -
FA
X (3
15) 4
51-7
270
EB
000
0072
A
A 0
0199
2
SITE KEY MAPNOT TO SCALE
19217JULY 11, 2011
HA
RB
OR
BR
OO
K C
SO 0
18
CO
NST
RU
CTE
D W
ETLA
ND
S
CIT
Y O
F S
YRAC
USE
ON
ON
DA
GA
CO
UN
TY, N
EW
YO
RK
05/0
2/20
111
50%
SU
BM
ISSI
ON
MEH
KH
07/2
2/20
112
RE
GU
LATO
RY
AG
ENC
Y R
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WM
EHJR
H
RN
DM
EHJR
HS
KB
LAY
OU
T P
LAN
WE
TLA
ND
FA
CIL
ITY
C-1003005-C-1003-19217
N0
SCALE: 1" =
30 60 90
30'
FDS-7TF:402.0INV IN (FDS-6):395.00INV IN (CELL 1):395.50INV OUT (FDS-8):394.40
FDS-6TF:403.50INV IN (MH-4B):395.85INV OUT (CELL 1):395.82INV OUT (FDS-7):395.72INV OUT (MH-5A):395.82
MH-16TF:402.0INV IN (FDS-11):395.00INV IN (MH-15):393.70INV OUT(MH-17):393.70
CELL 1NWL = 396.5
BOTTOM ELEV = 395.5
CELL 2TOP OF GRAVEL:396.00BOTTOM ELEV:393.50
CELL 3NWL = 393.0
SURFACE ELEV = 392.50DEEP ZONE BTM. = 389.50
TOP OF BERM = 402
INV:395.50
121 LF30" HDPE @ 0.59%
FDS-8TF:402.25INV IN (FDS-7):394.20INV OUT (CELL 2):393.50INV OUT (MH-9):394.20
40 LF30" HDPE @ 0.5%
MH-9TF:398.0INV IN (FDS-8):393.50INV IN (FDS-13):393.50INV OUT (MH-10):393.50
165 LF 30"HDPE @ 0.42%
MH-17TF:398.00INV IN (FDS-13):393.10INV IN (MH-16):393.10INV OUT(MH-19):393.10
154 LF36" HDPE @ 0.39%
INV:392.44
MH-18TF:398.00INV IN (CELL 3):392.50INV OUT (MH-19):393.00
MH-15TF:402.0INV IN (MH-5A):394.31INV OUT(MH-16):394.31
12 LF 36" HDPE @ 0.47% FIELDMITER END TO MATCH SLOPE
25 LF 36"HDPE @ 2.40%
157 LF 36"HDPE @ 0.39%
FUTURE MH TO BECONSTRUCTEDUNDER HBIS PROJECTNEW INV OUT: 395.00
135 LF 36"HDPE @ 0.39%
45° BEND
DOSING MH-12WITH 12" ACTUATORVALVETF:402.0INV IN (FDS-10):393.50INV OUT (CELL 2):393.50
INV:395.50
17 LF18" HDPE @1.00%
6 LF12" HDPE @ 0.00%
61 LF12" HDPE @ 0.50%
INV:392.50
45° BEND
MH-10TF:397.0INV IN (MH-9):393.00INV OUT (CELL 3):393.00
INV:393.00
17 LF 30"HDPE @ 0.00%
162 LF 30"HDPE @ 0.31%
15 LF 30" HDPE@ 0.00%
6"Ø RISER (TYP.)CREST @ 396.5
FDS-13TF:398.0INV IN (Cell 2):393.50INV OUT (MH-9):393.50INV OUT (MH-17):393.50
4 LF 12"HDPE @ 0.00%
90° BEND
INV:395.5
18 LF 12" HDPE @ 0.00%
44 LF 12"PVC @ 0.00%
13 LF 12"PVC @ 0.00%
117 LF12" HDPE @ 0.35%
15 LF 12"PVC @ 0.00%
36" INLINE CHECK VALVE (CHECKMATEBY TIDEFLEX TECHNOLOGIES OR EQUAL
FDS 11TF=402.0INV IN (CELL 1): 395.3INV OUT (MH-16):395.3INV OUT (DOSING):393.5
40 LF 36" HDPE @0.38%
MH-5ATF:401.20INV IN (FDS-6):394.84INV IN (S):394.84INV OUT (MH-15):394.84
MH-20TF=398.0INV OUT: 390.00SUMP INV: 388.00
22 LF 12"HDPE @0.00%
INV:390.00
MH-19TF:398.00INV IN (MH-17):392.50INV IN (MH-18):392.75INV OUT (STREAM):392.50(INSTALL 2 IN-LINE FLOWMETERS IN MH-19)
5 LF36" HDPE @ 5.00%
76 LF 36" HDPE@ 0.42% WITH(2) 45° BENDS
20 LF 36"HDPE @ 5.05%
36 LF-48" HDPE @ 1.0%
REFER TO SHEET D-3001FOR ADDITIONAL UTILITYINFORMATION
REFER TO SHEET C-3003 FOR CELL 2 DETAILS
CH
2M H
ILL
2010
. A
LL R
IGH
TS R
ESER
VED
.
1 2 3 4
C
D
VERIFY SCALE
PROJDATE
DA
TEN
O.
1"
DSG
ND
R
THIS
DO
CU
ME
NT,
AN
D T
HE
IDE
AS
AN
D D
ES
IGN
S IN
CO
RP
OR
ATE
D H
ER
EIN
, AS
AN
INS
TRU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
E P
RO
PER
TY O
F
RE
VIS
ION
CH
KA
PVD
BY
AP
VD
CH
2M H
ILL
AN
D IS
NO
T TO
BE
US
ED, I
N W
HO
LE O
R IN
PA
RT,
FO
R A
NY
OTH
ER
PR
OJE
CT
WIT
HO
UT
THE
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
CH
2MH
ILL.
RE
US
E O
F D
OC
UM
ENTS
:
SHEETDWG
c
BAR IS ONE INCH ONORIGINAL DRAWING.0
5 6
B
A
430
E. G
EN
ESE
E ST
RE
ET, S
UIT
E 40
0S
YR
AC
US
E, N
Y 1
3202
PH
(315
) 345
-140
0 -
FA
X (3
15) 4
51-7
270
EB
000
0072
A
A 0
0199
2
SITE KEY MAPNOT TO SCALE
19217JULY 11, 2011
HA
RB
OR
BR
OO
K C
SO 0
18
CO
NST
RU
CTE
D W
ETLA
ND
S
CIT
Y O
F S
YRAC
USE
ON
ON
DA
GA
CO
UN
TY, N
EW
YO
RK
05/0
2/20
111
50%
SU
BM
ISSI
ON
MEH
KH
07/2
2/20
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RE
GU
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AG
ENC
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WM
EHJR
H
RN
DM
EHJR
HS
KB
UTI
LITY
SIT
E PL
ANW
ETL
AN
D F
AC
ILIT
Y
C-2001005-C-2001-19217
N0
SCALE: 1" =
30 60 90
30'
NOTE:
SEE SHEET C-3003 FOR DETAIL ON CELL 2 PIPING
1"=30'
CH
2M H
ILL
2010
. A
LL R
IGH
TS R
ESER
VED
.
1 2 3 4
C
D
VERIFY SCALE
PROJDATE
DA
TEN
O.
1"
DSG
ND
R
THIS
DO
CU
ME
NT,
AN
D T
HE
IDE
AS
AN
D D
ES
IGN
S IN
CO
RP
OR
ATE
D H
ER
EIN
, AS
AN
INS
TRU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
E P
RO
PER
TY O
F
RE
VIS
ION
CH
KA
PVD
BY
AP
VD
CH
2M H
ILL
AN
D IS
NO
T TO
BE
US
ED, I
N W
HO
LE O
R IN
PA
RT,
FO
R A
NY
OTH
ER
PR
OJE
CT
WIT
HO
UT
THE
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
CH
2MH
ILL.
RE
US
E O
F D
OC
UM
ENTS
:
SHEETDWG
c
BAR IS ONE INCH ONORIGINAL DRAWING.0
5 6
B
A
430
E. G
EN
ESE
E ST
RE
ET, S
UIT
E 40
0S
YR
AC
US
E, N
Y 1
3202
PH
(315
) 345
-140
0 -
FA
X (3
15) 4
51-7
270
EB
000
0072
A
A 0
0199
2
SITE KEY MAPNOT TO SCALE
19217JULY 11, 2011
HA
RB
OR
BR
OO
K C
SO 0
18
CO
NST
RU
CTE
D W
ETLA
ND
S
CIT
Y O
F S
YRAC
USE
ON
ON
DA
GA
CO
UN
TY, N
EW
YO
RK
05/0
2/20
111
50%
SU
BM
ISSI
ON
MEH
KH
07/2
2/20
112
RE
GU
LATO
RY
AG
ENC
Y R
EVIE
WM
EHJR
H
005-C-2002_19217.dwg 7/22/2011 12:03 PM
RN
DM
EHG
JMK
LH
UTI
LITY
SIT
E PL
ANG
RIT
AN
D F
LOA
TAB
LES
SY
STE
M
C-2002005-C-2002-19217
N
0
SCALE: 1" =
30 60 90
30'
FDS-7TF:402.0
FDS-6TF:403.50
MH-16TF:402.0
CELL 1NWL = 396.5
BOTTOM ELEV = 395.5
CELL 2TOP OF GRAVEL:396.00BOTTOM ELEV:393.50
CELL 3NWL = 393.0
SURFACE ELEV = 392.50DEEP ZONE BTM. = 389.50
RELOCATED STREAMTOP OF BERM = 402
INV:395.50
FDS-8TF:402.25
MH-9TF:398.0
MH-17TF:398.00
INV OUT:392.50MH-18TF:398.00
MH-15TF:402.0
FUTURE MH TO BECONSTRUCTEDUNDER HBIS PROJECTNEW INV OUT: 395.00
DOSING MH-12TF:402.0
INV IN:395.50
INV:392.50
MH-10TF:397.0
INV:393.00
FDS-13TF:398.0
INV:395.5
FDS 11TF=402.0
MH-5ATF:401.20
MH-20TF=398.0
INV:390.00
MH-19TF:398.00
MEDIUM STONE FILL.STONE LINED CHANNEL
TIE RELOCATED STREAMINTO EXISTING STREAM
REFER TO SHEETWM-5001 FORWETLAND DETAILS
LIGHT STONE FILLACROSS TOP OF BERM.MEDIUM STONE FILL ONDISCHARGE SLOPE (TYP.)
MEDIUM STONE FILL
SILT FENCE (TYP.)
MH-4BTF:401.00
CH
2M H
ILL
2010
. A
LL R
IGH
TS R
ESER
VED
.
1 2 3 4
C
D
VERIFY SCALE
PROJDATE
DA
TEN
O.
1"
DSG
ND
R
THIS
DO
CU
ME
NT,
AN
D T
HE
IDE
AS
AN
D D
ES
IGN
S IN
CO
RP
OR
ATE
D H
ER
EIN
, AS
AN
INS
TRU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
E P
RO
PER
TY O
F
RE
VIS
ION
CH
KA
PVD
BY
AP
VD
CH
2M H
ILL
AN
D IS
NO
T TO
BE
US
ED, I
N W
HO
LE O
R IN
PA
RT,
FO
R A
NY
OTH
ER
PR
OJE
CT
WIT
HO
UT
THE
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
CH
2MH
ILL.
RE
US
E O
F D
OC
UM
ENTS
:
SHEETDWG
c
BAR IS ONE INCH ONORIGINAL DRAWING.0
5 6
B
A
430
E. G
EN
ESE
E ST
RE
ET, S
UIT
E 40
0S
YR
AC
US
E, N
Y 1
3202
PH
(315
) 345
-140
0 -
FA
X (3
15) 4
51-7
270
EB
000
0072
A
A 0
0199
2
SITE KEY MAPNOT TO SCALE
19217JULY 11, 2011
HA
RB
OR
BR
OO
K C
SO 0
18
CO
NST
RU
CTE
D W
ETLA
ND
S
CIT
Y O
F S
YRAC
USE
ON
ON
DA
GA
CO
UN
TY, N
EW
YO
RK
05/0
2/20
111
50%
SU
BM
ISSI
ON
MEH
KH
07/2
2/20
112
RE
GU
LATO
RY
AG
ENC
Y R
EVIE
WM
EHJR
H
RN
DM
EHJR
HS
KB
GR
AD
ING
PLA
NW
ETL
AN
D F
AC
ILIT
Y
C-2003005-C-2003-19217
N0
SCALE: 1" =
30 60 90
30'
INSTALL TOPSOIL, SEEDAND MULCH DISTURBED
AREAS UPON FINALGRADING
INSTALL TOPSOIL, SEEDAND MULCH DISTURBED
AREAS UPON FINALGRADING
SILT FENCE (TYP.)
CH
2M H
ILL
2010
. A
LL R
IGH
TS R
ESER
VED
.
1 2 3 4
C
D
VERIFY SCALE
PROJDATE
DA
TEN
O.
1"
DSG
ND
R
THIS
DO
CU
ME
NT,
AN
D T
HE
IDE
AS
AN
D D
ES
IGN
S IN
CO
RP
OR
ATE
D H
ER
EIN
, AS
AN
INS
TRU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
E P
RO
PER
TY O
F
RE
VIS
ION
CH
KA
PVD
BY
AP
VD
CH
2M H
ILL
AN
D IS
NO
T TO
BE
US
ED, I
N W
HO
LE O
R IN
PA
RT,
FO
R A
NY
OTH
ER
PR
OJE
CT
WIT
HO
UT
THE
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
CH
2MH
ILL.
RE
US
E O
F D
OC
UM
ENTS
:
SHEETDWG
c
BAR IS ONE INCH ONORIGINAL DRAWING.0
5 6
B
A
430
E. G
EN
ESE
E ST
RE
ET, S
UIT
E 40
0S
YR
AC
US
E, N
Y 1
3202
PH
(315
) 345
-140
0 -
FA
X (3
15) 4
51-7
270
EB
000
0072
A
A 0
0199
2
SITE KEY MAPNOT TO SCALE
19217JULY 11, 2011
HA
RB
OR
BR
OO
K C
SO 0
18
CO
NST
RU
CTE
D W
ETLA
ND
S
CIT
Y O
F S
YRAC
USE
ON
ON
DA
GA
CO
UN
TY, N
EW
YO
RK
05/0
2/20
111
50%
SU
BM
ISSI
ON
MEH
KH
07/2
2/20
112
RE
GU
LATO
RY
AG
ENC
Y R
EVIE
WM
EHJR
H
RN
DM
EHJR
HS
KB
GR
AD
ING
PLA
N C
OM
PE
NS
ATO
RY
STO
RA
GE
AR
EA
S 1
AN
D 2
C-2004005-C-2004-19217
N0
SCALE: 1" =
30 60 90
30'
CELL 1NWL = 396.5
BOTTOM ELEV = 395.5
CELL 2TOP OF GRAVEL:396.00
NWL:395.5BOTTOM ELEV:393.50
CELL 3NWL = 393.0
SURFACE ELEV = 392.50DEEP ZONE BTM. = 389.50
TOP OF BERM = 402
SEED AND MULCHDISTURBED AREAS
UPON FINAL GRADING
MATCH EXISTING GRADE
SILT FENCE (TYP.)
CH
2M H
ILL
2010
. A
LL R
IGH
TS R
ESER
VED
.
1 2 3 4
C
D
VERIFY SCALE
PROJDATE
DA
TEN
O.
1"
DSG
ND
R
THIS
DO
CU
ME
NT,
AN
D T
HE
IDE
AS
AN
D D
ES
IGN
S IN
CO
RP
OR
ATE
D H
ER
EIN
, AS
AN
INS
TRU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
E P
RO
PER
TY O
F
RE
VIS
ION
CH
KA
PVD
BY
AP
VD
CH
2M H
ILL
AN
D IS
NO
T TO
BE
US
ED, I
N W
HO
LE O
R IN
PA
RT,
FO
R A
NY
OTH
ER
PR
OJE
CT
WIT
HO
UT
THE
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
CH
2MH
ILL.
RE
US
E O
F D
OC
UM
ENTS
:
SHEETDWG
c
BAR IS ONE INCH ONORIGINAL DRAWING.0
5 6
B
A
430
E. G
EN
ESE
E ST
RE
ET, S
UIT
E 40
0S
YR
AC
US
E, N
Y 1
3202
PH
(315
) 345
-140
0 -
FA
X (3
15) 4
51-7
270
EB
000
0072
A
A 0
0199
2
SITE KEY MAPNOT TO SCALE
19217JULY 11, 2011
HA
RB
OR
BR
OO
K C
SO 0
18
CO
NST
RU
CTE
D W
ETLA
ND
S
CIT
Y O
F S
YRAC
USE
ON
ON
DA
GA
CO
UN
TY, N
EW
YO
RK
05/0
2/20
111
50%
SU
BM
ISSI
ON
MEH
KH
07/2
2/20
112
RE
GU
LATO
RY
AG
ENC
Y R
EVIE
WM
EHJR
H
RN
DM
EHJR
HS
KB
PR
OP
OS
ED
GR
AD
ING
PLA
NC
OM
PE
NS
ATO
RY
STO
RA
GE
AR
EA
3
C-2005005-C-2005-19217
N0
SCALE: 1" =
30 60 90
30'
6" UNDERDRAIN100 LF 6" @1.4%
LIGHT STONEOUTFALLPROTECTION
INV=404.40
CLEANOUT
6" UNDERDRAIN75 LF 6" @4.1%
INV=407.5
CLEANOUT
LIMITS OFDRY SWALE
INV=403.00INSTALL RODENTGUARD
3
MH-1MH-2
MH-3
MH-3A
MH-3C
MH-3B
MH-4
MH-4A
6
5
5
5
6
CH
2M H
ILL
2010
. A
LL R
IGH
TS R
ESER
VED
.
1 2 3 4
C
D
VERIFY SCALE
PROJDATE
DA
TEN
O.
1"
DSG
ND
R
THIS
DO
CU
ME
NT,
AN
D T
HE
IDE
AS
AN
D D
ES
IGN
S IN
CO
RP
OR
ATE
D H
ER
EIN
, AS
AN
INS
TRU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
E P
RO
PER
TY O
F
RE
VIS
ION
CH
KA
PVD
BY
AP
VD
CH
2M H
ILL
AN
D IS
NO
T TO
BE
US
ED, I
N W
HO
LE O
R IN
PA
RT,
FO
R A
NY
OTH
ER
PR
OJE
CT
WIT
HO
UT
THE
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
CH
2MH
ILL.
RE
US
E O
F D
OC
UM
ENTS
:
SHEETDWG
c
BAR IS ONE INCH ONORIGINAL DRAWING.0
5 6
B
A
430
E. G
EN
ESE
E ST
RE
ET, S
UIT
E 40
0S
YR
AC
US
E, N
Y 1
3202
PH
(315
) 345
-140
0 -
FA
X (3
15) 4
51-7
270
EB
000
0072
A
A 0
0199
2
SITE KEY MAPNOT TO SCALE
19217JULY 11, 2011
HA
RB
OR
BR
OO
K C
SO 0
18
CO
NST
RU
CTE
D W
ETLA
ND
S
CIT
Y O
F S
YRAC
USE
ON
ON
DA
GA
CO
UN
TY, N
EW
YO
RK
05/0
2/20
111
50%
SU
BM
ISSI
ON
MEH
KH
07/2
2/20
112
RE
GU
LATO
RY
AG
ENC
Y R
EVIE
WM
EHJR
H
XXX
MEH
XXX
XXX
GR
AD
ING
PLA
NG
RIT
AN
D F
LOA
TABL
ES F
AC
ILIT
Y
C-2006005-C-2006-19217
N0
SCALE: 1" =
30 60 90
30'
