# SENECA NATION OF INDIANS PERMIT APPLICATION

> Briefs, arguments, decisions, and more.

URL: https://www.frixlaw.com/law-library/documents/tribal%3Aseneca_nation%3A512e4989746c3bb3

## Record

- **Collection:** Tribal code
- **Document type:** Tribal code

## Text

SENECA NATION OF INDIANS PERMIT APPLICATION
FOR CONSTRUCTION PROJECTS WITHIN WATERWAYS
PIN #:
BIN # / CIN #:
Lead Agency:
Address:

5758.79
BIN 6012230, Various small culverts

(SNI Use Only)

NYSDOT
100 Seneca St Buffalo NY 14203

Contact Person:

Michael Jurkowski – Regional
Environmental Contact

Telephone:

716-847-3430

Prime Contractor:

CPC #:

Fax #:

Email:
michael.jurkowski@dot.ny.gov

TBD – Contract has not been awarded

Address:
Contract Person:
Telephone:

Fax #:

Insurance:
The Seneca Nation of Indians must be listed as an additional insured upon approval of application.
Mail Certificate of Insurance to:
Seneca Nation of Indians
Director of Department of Transportation
PO Box 231
90 Ohi:yo’ Way
Salamanca, NY 14779
PERMIT TYPE REQUESTED:
Permit required for all work activities within the top of the banks of a waterway.
Work within the water is limited to June 1st through August 31st.
1 - BIN 6012230
BRIDGE (Over 20’)
$800.00
2 – 182+50 and 196+00 (6/7/22)
CULVERT (Under 20’)
$400.00
2,656-feet of gabion wall along
OTHER (i.e., Cleaning, Realignment, bank stabilization, etc.)
USGS mapped portion of
$200.00 per linear feet
Allegany River – See attached
justification.

FORM NR98-01.00

Page 1

EXTENSIONS FOR WORK IN THE WATER MAY BE REQUESTED: TBD by Contractor – See attached
justification.
The deadline for submitting for EXTENSIONS is two (2) weeks prior to the second Saturday in August.
Fees for EXTENSIONS are refundable if work is completed by August 31st.

September 1st through September 8th
BRIDGE
CULVERT
OTHER

$200.00
$100.00
$50.00 per 100 linear feet

BRIDGE
CULVERT
OTHER

September 1st through September 15th
$400.00
$200.00
$100.00 per 100 linear feet

Permit fees payable to the SENECA NATION OF INDIANS by check or money order to:
Seneca Nation of Indians
PO Box 231
90 Ohi:yo’ Way
Salamanca, NY 14779
ENVIRONMENT AFFECTED:
X
WATER
X
GRAVEL BARS
X
TOPSOIL
X – 6.2 TREES / VEGETATION
acres

UTILTIES
STORM SEWERS
OTHER

* Attach an inventory of affected trees and vegetation

LOCATION OF PROJECT:

Old Route 17 from the intersection of Bunker Hill Road to approximately 1700 feet
southwest of Breed Run Road in the Towns of Cold Spring, Red House and
Salamanca in Cattaraugus County.

NAME OF AFFECTED WATERWAY:

*As delineated on a USG Quadrangle Map

UNT to Allegheny River (2-small culverts) and Allegheny River (BIN
6012230)

IS THIS PROJECT COMPLETELY WITHIN A RIGHT-OF-WAY
Attach all relevant documents, R.O.W. Agreements, Temporary Easements – See attached Project Plans
X

Yes
No

FORM NR98-01.00

Page 2

DATES OF OPERATION:
Beginning:

Spring 2023

Ending:

12/2024

NARRATIVE DESCRIPTION:

The proposed project consists of two parts: rehabilitating the roadway section with an unpaved wearing
surface, and replacement of the bridge over the Allegheny River. Certain areas where the roadway is failing
will need additional treatments to stabilize the roadway. These additional treatments include placing a gabion
wall along approximately 3,600 feet of the existing roadway to provide stability along the roadway. Under
existing conditions, water from the river undermines the material underneath the pavement, weakening it and
causing the pavement to shift, fall apart, and in some cases cause concrete slabs to slide into the river. The
gabion wall, complemented by several cross pipes, will increase the stability of the roadway. The proposed
gabion wall will be placed approximately 10-feet from the existing edge of pavement and be installed to a
depth of 3-6 feet. For much of the extent of the proposed wall, it will not reach or be below OHW. Drainage
ditches within the project limits will be reestablished. Fifteen (15) small culverts within the project limits will
be replaced or added to the corridor, only two (2) of these carry USGS mapped streams.
The existing bridge (BIN 6012230) over the Allegheny River will be replaced along the same alignment with a
conventional bridge. The new bridge will have abutments behind the existing abutments. The existing three (3)
piers will be partially removed and replaced with four (4) smaller piers. New permanent in water impacts will
be due to the piers and placement of heavy stone fill along the banks below the abutments. Approximately
133 cubic yards of heavy stone fill and bedding material is proposed to be installed below ordinary high water
(OHW) along the bed/banks as bank protection. Installation of four (4) new piers will impact approximately
145 square feet (SF) of riverbed. Temporary impacts from installation of causeway will impact 31,968 SF of
riverbed, spread out over two (2) phases (Phase 1 – 14,931 SF, Phase 2 – 17,577 SF). Proposed permanent fill is
anticipated to impact no more than approximately 0.0241 acre (1,050 SF) of stream channel below OHW.

JURISDICTION:

By making application for a permit, the applicant and its associated agents shall
consent to the exclusive jurisdiction of the Seneca Nation of Indians Peacemakers’
Court over all applicant’s / agent’s activities while on Seneca Nation Land. The Seneca
Nation in its discretion may pursue enforcement action in courts outside the Seneca
Nation.

FORM NR98-01.00

Page 3

SIGNATURE PAGE
Application Submitted by:

Agency / Company:

Michael Jurkowski, Regional Environmental Contact
Name / Title
New York State Department of Transportation

July 14, 2022
Date

Signature

SENECA NATION OF INDIANS use only:
Reviewed by:

Date:

RECOMMENDATION:
Rejected
Referred To:

For Review

Recommended for Tribal Council Approval
RECOMMENDATION:
Rejected
Referred To:

For Review

Recommended for Tribal Council Approval

VALID ONLY WITH CERTIFIED COUNCIL RESOLUTION ATTACHED

Date

Clerk
Seneca Nation of Indians

FORM NR98-01.00

Page 4

The following general conditions must be followed in order for any authorization of a Seneca Nation
Creek Permit for Construction Projects to be valid. The permit and conditions apply to any creek,
stream, or other waterway that appears on USGS quadrangle map. Fill and other construction activities
necessary for completion of a project are subject to Section 404 and 401 of the Federal Clean Waters
Act of 1977. All activities will be periodically inspected by Seneca Nation representatives.
GENERAL CONDITIONS
1. Navigation. No activity may cause more than minimal adverse effect on navigation.
2. Proper maintenance. Any structure or fill authorized shall be properly maintained, including
maintenance to insure public safety.
3. Erosion and siltation controls. Appropriate erosion and siltation controls must be used and
maintained in effective operating condition during construction, and all exposed soil and other
fills must be permanently stabilized at the earliest practicable date.
4. Aquatic life movement. No activity may substantially disrupt the movement of those species
which normally migrate through the area, unless the activities primary purpose is to impound
water.
5. Equipment. Heavy equipment working in wetlands must be placed on mats or other measures
must be taken to minimize soil disturbances.
6. Tree Removal. An inventory of all affected trees shall be supplied for review by the Nation prior
to commencement of work. Tree replacement may be required at a 2:1 ratio.
7. Suitable material. No discharge of dredged or fill material may consist of unsuitable material
(e.g. trash, debris, car bodies, etc.) and materials discharged must be free from toxic pollutants
in toxic amounts.
8. Mitigation. Discharges of dredged or fill material into waters of the Seneca Nation must be
minimized to the maximum extent practicable at the project site (i.e. on-site), unless the SNI
Council has approved a compensation mitigation plan for the specific regulated activity.
9. Spawning areas. Discharges into spawning areas during spawning seasons must be avoided to
the maximum extent practicable.
10. Obstruction of high flows. To the maximum extent practicable, discharges must not
permanently restrict or impede the passage of normal or expected high flows or cause the
relocation of the water (unless the primary purpose of the fill is to impound waters).
11. Adverse impacts from impoundments. If the discharge creates an impoundment of water,
adverse impacts on the aquatic system caused by the accelerated passage of water and/or the
restriction of its flow shall be minimized to the maximum extent practicable.
12. Removal of temporary fills. Any temporary fills must be removed in their entirety and the
affected area returned to their preexisting elevation and vegetation must be re-established.

FORM NR98-01.00

Page 5

13. Discharge of materials. This permit does not authorize the discharge of dredged or fill materials
into any waterway for the purpose of creating temporary structures that include but are not
limited to groins, work pads, lay-down areas, and access roads.
14. Excess fill materials. Any excess fill material shall be disposed of at an upland site well removed
from a waterway and the adjacent wetland, and shall be adequately to preclude re-entry into
these waters.
15. Responsibility. The lead agency is responsible for ensuring that the contractor and / or workers
executing the activity(s) authorized by this permit have knowledge of the terms and conditions
of the authorization and that a copy of the permit document is at the project site throughout
the period the work is underway.
16. Tree disposal. The disposal of trees, brush and other debris in any stream corridor, wetland or
surface water is prohibited.
17. Debris. Every effort shall be made to keep construction debris from entering the waterway or
wetland, and shall be removed immediately should any such debris be present in the waterway
or wetland.
18. Discharge material. Any discharge of dredged or fill material shall consist of suitable material
free from toxic pollutants in toxic amounts.
19. Erosion and sediment control. All erosion and sediment control practices shall be in place prior
to any grading or filling operations and installation of proposed structures or fills. They shall
remain in place until construction is completed and the area is stabilized.
20. Erosion prevention. As soon as possible following construction all exposed banks and slops shall
be seeded and mulched to prevent erosion.
TEMPORARY SOIL EROSION AND SEDIMENT CONTROL
21. All erosions and sediment control devices shall be placed prior to starting earthwork operations.
22. Temporary soil erosion and sediment control devices shall be checked and repaired as
necessary, on a weekly basis and after each storm event. Periodic cleaning of the soil erosion
and sediment control devices shall be necessary. Sediment deposits shall be removed from
behind silt fences whenever more than 6 inches (150mm) of material has accumulated or if the
fence has been breached or is bulging. Sediment traps and check dams shall be checked after
each storm event and cleaned out if sediment deposits exceed 6 inches (150mm) or if one-half
the design capacity has been exceeded, whichever is less.
23. Any disturbed areas that shall be left exposed more than 14 days, and are not subject to
construction traffic shall immediately receive temporary seeding.
24. Any graded areas not subject to further disturbance or construction traffic shall within 14 days
of final grading receive permanent vegetative cover.
25. All storm drainage outlets shall be stabilized before the discharge points become operational.
26. The site shall at all times be graded and maintained such that all storm water runoff is diverted
to soil erosion and sediment control facilities.
FORM NR98-01.00

Page 6

27. Storm water from disturbed areas must be passed through a straw bale dike, sediment trap, or
siltation fence before discharge beyond disturbed areas or into inlets of other drainage systems.
28. All stream channel work shall be limited to within the designated right-of-way; easement,
approved temporary easements limits, or as described in approved Seneca Nation Consent and
Release forms.
29. During construction, no wet or fresh concrete or leachate shall be allowed to escape to any
waters nor shall washing from concrete trucks, mixers, or other devices be allowed to enter any
waters.
30. All dredged and excavated material shall be disposed of on any upland site and be suitably
stabilized so that it cannot reasonably re-enter any water body.
31. In the event de-watering operation becomes necessary a settling basin will be required unless
the pump discharge is clear and free of sediment as the flowing stream.
32. Heavy equipment shall not be driven in the water.
33. The locations of erosion and sediment control measures may require field adjustments
depending on the sequence of construction activities, construction methods, and / or actual
field conditions. The Seneca Nation shall be immediately notified of any significant field changes
to the erosion and sediment control measures indicated in the application.

FORM NR98-01.00

Page 7

PROJECT LOCATION MAPS
BRIDGE REPLACEMENT AND HIGHWAY REHABILITATION PROJECT
OLD ROUTE 17
PIN 5758.79
SENECA NATION OF INDIANS (SNI) ALLEGANY TERRITORY
CATTARAUGUS COUNTY

Project Location

Project Locations

Project Locations

PHOTOGRAPHS
BRIDGE REPLACEMENT AND HIGHWAY REHABILITATION PROJECT
OLD ROUTE 17
PIN 5758.79
SENECA NATION OF INDIANS (SNI) ALLEGANY TERRITORY
CATTARAUGUS COUNTY

1. View of Culvert Sta 1+533.20 inlet. Image date: October 21, 2020.

2

2. View of Culvert Sta 1+533.20 outlet. Image date: October 21, 2020.

3. View of Culvert 2+062.90 inlet. Image date: October 21, 2020.

4. View of Culvert 2+062.90 outlet. Image date: October 21, 2020.

5. View of Culvert 2+518.37 inlet. Image date: October 21, 2020.

6. View of Culvert 2+518.37 outlet. Image date: October 21, 2020.

7. View of Culvert 2+812.75 inlet. Image date: October 21, 2020.

8. View of Culvert 2+812.75 outlet. Image date: October 21, 2020.

9. View of Culvert 5+402.50 inlet. Image date: October 21, 2020.

10. View of Culvert 5+402.50 outlet. Image date: October 21, 2020.

11. View of underside of BIN 6012230, eastern side. Image date: October 21, 2020.

12. View of BIN 6012230 from mid-river. Image date: October 21, 2020.

PLANS
BRIDGE REPLACEMENT AND HIGHWAY REHABILITATION PROJECT
OLD ROUTE 17
PIN 5758.79
SENECA NATION OF INDIANS (SNI) ALLEGANY TERRITORY
CATTARAUGUS COUNTY

MAP OF THE

CANADA

C
A
N
A
D
A

STATE OF NEW YORK
SHOWING

REGIONS & LOCATIONS

7

THE LATEST REVISIONS OF THE STANDARD SHEETS MAINTAINED BY THE DEPARTMENT, WHICH

OF REGIONAL OFFICES

ARE CURRENT ON THE DATE OF ADVERTISEMENT FOR BIDS, SHALL BE CONSIDERED TO BE IN

OF THE

ITEMS AND WORK ENCOUNTERED DURING THE COURSE OF THE CONTRACT SHALL BE SUBJECT

VERMONT

PROJECT MANAGER

EFFECT. ALL PAY ITEMS AND WORK CONTAINED IN THE CONTRACT AND ANY ADDITIONAL PAY

WATERTOWN

NYS DEPARTMENT
OF TRANSPORTATION
LAKE ONTARIO

TO THE APPLICABLE STANDARD SHEET(S) UNLESS OTHERWISE SPECIFIED IN THE CONTRACT
DOCUMENTS.
ALL WORK CONTEMPLATED UNDER THIS CONTRACT IS TO BE COVERED BY AND IN CONFORMITY

2

WITH THE STANDARD SPECIFICATIONS (US CUSTOMARY) REFERENCED IN THE CONTRACT

CANADA

ROCHESTER

3

1

UTICA

PROJECT "PROPOSAL" EXCEPT AS MODIFIED BY THESE PLANS OR BY CHANGES SET FORTH IN

SYRACUSE

4

LAKE

THE CONTRACT PROJECT "PROPOSAL."

OLD ROUTE 17

BUFFALO

ERIE

ALBANY

BUNKER HILL ROAD TO BREED RUN ROAD

MASS

5
HORNELL

9

6
PENNSYLVANIA

8 POUGHKEEPSIE

NEW

HAUPPAUGE
C
I
NT
LA
AT

CHECK

CATTARAUGUS COUNTY
11

CONN

D
UN
SO

N
N
E
P

NG
LO

D
AN
SL
I

AND GUIDELINES AND THE FINAL DESIGN REPORT APPROVED ON --/--/----

TOWNS OF COLD SPRING, RED HOUSE AND SALAMANCA

BINGHAMTON

.
N
N
O
C

CONTRACT PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH NYSDOT POLICIES

RED HOUSE BRIDGE

N
EA
OC

YORK

10

NEW
JERSEY

LONG ISLAND

NEW YORK CITY

D
SLAN
I
LONG
D
SOUN

PROJECT LOCATION

COUNTY: CATTARAUGUS

DRAFTING

CONTRACT DXXXXXX

CONTRACTOR'S NAME

u
219

AWARD DATE

SALAMANCA

RD

BR
OA
D

ST

s
417

PROJECT ENDS
STA 420+45

BU
NK
ER

LL
HI
RD

STA 100+00

BIN 6012230

SH
I
NF
SU

e

RD

s

RD

PETH

86

CONTRACT LIMITS
200 FT NORTH OF BREED RUN

17

TIER

LEBA
NON

951T51011011

B
R
E
E
D
R
S
U
N

SOUTHERN

CONTRACT LIMITS

DESIGN

417

interstate

PROJECT BEGINS

AL
LE
GH
EN
Y

COST(S)

RD

FISCAL SHARE

s

RIV
ER

FINAL COST TOTAL

H
PET

HI
LL

KER
PAR

RD

RD

CK
BU

ENGINEER IN CHARGE

RUN

KILL BUCK

219

LL
I
SAWM

49

LL
KI

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REGIONAL DIRECTOR

c

BEAR

e

FINAL ACCEPTANCE DATE

CHECK

CITY OF

950B

COMPLETION DATE

EXIT 19

951T

OLD

17
Y
PW
EX

SO
UT
HE
RN

interstate

EXPW Y

ROUTE

ER
TI
RN
HE
UT
SO

WY
EXP
TI
ER

RD

1

Q
U
A
K
E
R

ROUTE

RD

S
T
A
T
E

PARK

EXIT 18
D
R

S
T
A
T
E

HO
LT
S

BA
Y

R
U
N

BA
NK

s
280

interstate

86
OLD RTE 17, BUNKER HILL RD TO BREED RUN ROAD

2

Y
N
A
G
E
L
L
A

OLD RTE 17 (BIN 6012230) OVER ALLEGHENY RIVER

PROJECT LOCATION

ALLEGHENY SENECA NATION INDIAN RESERVATION

ROAD TO BREED RUN ROAD. ALSO LOCATED WITHIN THE PROJECT LIMITS
IS BIN 6012230 OVER THE ALLEGHENY RIVER IN CATTARAUGUS COUNTY.

DESIGN SUPERVISOR

RECOMMENDED BY
USER = jconrad

FILE NAM E = 575879_CPH_CVR

THIS PROJECT IS LOCATED ON OLD ROUTE 17 FROM BUNKER HILL
DATE/TIM E = 29-JUN-2022 14:
02

417

E
UT
RO

W

H
UT
SO

PERIMET
ER

219

RK
PA

JOB MANAGER

86

RD

E
AT
ST

e

950A

us

interstate

RUN

NY
GA
LE
AL

86

REGIONAL DESIGN ENGINEER
SANJYOT S. VAIDYA, P.E.

RECOMMENDED BY

DATE

REGIONAL CONSTRUCTION ENGINEER
DANIEL W. PASKIE, P.E.

RECOMMENDED BY

DATE

REGIONAL DIRECTOR OF OPERATIONS
JOHN COGSWELL, P.E.

RECOMMENDED BY

DATE

REGIONAL TRAFFIC ENGINEER
MICHAEL ROCHE, P.E.

APPROVED BY

DATE

REGIONAL DIRECTOR
FRANK CIRILLO, SR/WA

COUNTY: CATTARAUGUS

DATE

FED. ROAD REG. NO.

STATE

SHEET NO.

1

N.Y.

01

CAPITAL PROJECT
IDENTIFICATION NO. 5758.79

INDEX ON SHEET NO. 02

DRAFTING MICHAEL FORCUCCI

CHECK JENNIFER CONRAD

PROJECT MANAGER SANJAY SINGH

ALIGNMENT
ABBR.

ABUTMENT

AZ

AZIMUTH

AOBE

AS ORDERED BY ENGINEER

BK

BACK

ASPH

ASPHALT

G

b

BASELINE

BDY

BOUNDARY

GP

BRG

BEARING

BLDG

BUILDING

GSB

CENTERLINE

BM

BENCH MARK

CS

CURVE TO SPIRAL

CC

CENTER TO CENTER

e

SUPERELEVATION RATE (CROSS SLOPE)

CHECK DANIIL TATAREVICH
DESIGN BRIAN DANKERT

CONC

EMH

GV
HYD

CONCRETE

LP

DESCRIPTION
ELECTRIC
ELECTRIC MANHOLE
GAS
GUY POLE
GAS SERVICE BOX (HOUSE LINE)
GAS VALVE (MAIN LINE)
HYDRANT
LIGHT POLE

EQ

EQUALITY

CONST

CONSTRUCTION

LPG

EXT

EXTERNAL

CR

COUNTY ROAD

PP

POWER POLE

HCL

HORIZONTAL CONTROL LINE

D

DEED DISTANCE

SA

SANITARY SEWER

HSD

HEADLIGHT SIGHT DISTANCE

DM

L

LENGTH OF CIRCULAR CURVE

DWY

LS
LVC

SMH

DIRECT MEASUREMENT
DRIVEWAY

ST

LENGTH OF SPIRAL

EP

EDGE OF PAVEMENT

T

LENGTH OF VERTICAL CURVE

ES

EDGE OF SHOULDER

TCB

FEE

FEE ACQUISITION

LOW PRESSURE GAS

SANITARY MANHOLE
STORM SEWER
TELEPHONE
TRAFFIC CONTROL BOX

TELBOX

TELEPHONE BOX

TEL P

TELEPHONE POLE

E

CENTER CORRECTION OF VERTICAL CURVE

f

MAIN LINE

PC

POINT OF CURVATURE

FP

FENCE POST

TMH

TELEPHONE MANHOLE

PI

POINT OF INTERSECTION

FD

FOUNDATION

CTV

CABLE TELEVISION

POL

POINT ON LINE

FL

FENCE LINE

W

PSD

PASSING SIGHT DISTANCE

FEE WO/A

FEE ACQUISITION WITHOUT ACCESS

GAR

GARAGE

WSB

POINT OF TANGENT

GR

GRAVEL

WV

PVC

POINT OF VERTICAL CURVE

HO

HOUSE

PVI

POINT OF VERTICAL INTERSECTION

PVT

POINT OF VERTICAL TANGENT

PT

R
SC
SSD
ST
STA

TGL

RADIUS

HWY

WATER SERVICE BOX (HOUSE LINE)
WATER VALVE (MAIN LINE)

SUBSURFACE EXPLORATION

HIGHWAY

IP

IRON PIN OR IRON PIPE

ABBR.

DESCRIPTION

MB

MAILBOX

MON

MONUMENT

STOPPING SIGHT DISTANCE

N&W

NAIL AND WASHER

AH

HAND AUGER

OG

ORIGINAL GROUND

CP

CONE PENTROMETER

OVERHEAD

DA

2‚ INCHES CASED DRILL HOLE

PARCEL

DM

DRILLING MUD

PAVEMENT

DN

4 INCHES CASED DRILL HOLE

PERMANENT EASEMENT

FH

HOLLOW FLIGHT AUGER

PEDESTRIAN POLE

PA

POWER AUGER

PROPERTY LINE

PH

PROBE

PORCH

PT

PERCOLATION TEST HOLE

RAILROAD

RP

1 INCH SAMPLER (RETRACTABLE PLUG)

SPIRAL TO TANGENT
STATION
TANGENT LENGTH
THEORETICAL GRADE LINE
TANGENT TO SPIRAL

VC

VERTICAL CURVE

TOPOGRAPHY (DRAINAGE)

O/H
P
PAV'T
PE
PED POLE
p
POR

ABBR.

WATER

SPIRAL TO CURVE

TS

DESCRIPTION

RR

REPLACE ABBREVIATION "AB" WITH:

BB

BOTTOM OF BANK (STREAM)

RTE

ROUTE

BC

BOTTOM OF CURB

ROW

RIGHT OF WAY

SP

SEISMIC POINT

BO

BOTTOM OF OPENING

RW

RETAINING WALL

TP

TEST PIT

CORRUGATED ALUMINUM PIPE

SH

STATE HIGHWAY

ABBREVIATION "C" IN CATEGORIES:

SHOULDER

DA, DM, DN, AND FH WITH:

SHLDR

TO BE DEFINED AT THE TIME OF EXPLORATION

CB

CATCH BASIN

CIP

CAST IRON PIPE

SPK

SPIKE

B

BRIDGE

CENTERLINE OF STREAM

ST

STREET

C

CUT

CORRUGATED METAL PIPE

STK

STAKE

D

DAM

CONCRETE PIPE

STY

STORY

F

FILL

c STRM
CMP
CP

CORRUGATED STEEL PIPE

SW

SIDEWALK

K

CULVERT

CULV

CULVERT

TE

TEMPORARY EASEMENT

W

WALL

DIA

DIAMETER

TO

TEMPORARY OCCUPANCY

X

DMH

DRAINAGE MANHOLE

U/G

UNDERGROUND

TO BE USED IF ONE OF THE ABOVE CANNOT
BE DEFINED AT THE TIME THE EXPLORATION
IS MADE

DRAINAGE STRUCTURE PIPE

WW

WING WALL

CSP

EHW
JOB MANAGER SCOTT MCKAY

E

c

DS

DITCH CROSSING
EXTREME HIGH WATER

EL

ELEVATION

ELEV

ELEVATION

ELW

STANDARD

ITEM PAYMENT UNIT:

EQUIVALENT

SYMBOL

ESTIMATE OF

NOMENCLATURE:

(PLANS)

QUANTITIES SHEET

(SPECS/PROPOSAL)
INCHES

EXTREME LOW WATER

ES

END SECTION

"

-

HW

HEADWALL

'

LF

LINEAR FEET

INV

INVERT

mi

MI

MILES

MH

MANHOLE

ftq

SF

SQUARE FEET

MHW

MEAN HIGH WATER

YDq

SY

SQUARE YARD

OHW

ORDINARY HIGH WATER

AC

AC

ACRES

OLW

ORDINARY LOW WATER

YDr

CY

CUBIC YARD

RCP

REINFORCED CONCRETE PIPE

GAL

GAL

GALLON

SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE

lb

LB

POUND

TB

TOP OF BANK (STREAM)

TON

TON

TON

TC

TOP OF CURB

TG

TOP OF GRATE

SICPP
DESIGN SUPERVISOR SANJAY SINGH

ABBR.

ABUT

D'XING

USER = jconrad

DESCRIPTION

AHEAD

CAP

FILE NAM E = 575879_CPH_IND.
dgn

ABBR.

UTILITIES

AH

T

DATE/TIM E = 29-JUN-2022 14:
02

DESCRIPTION

TOPOGRAPHY (MISCELLANEOUS)

VCP

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREED RUN ROAD

VITRIFIED CLAY PIPE
OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER

BRIDGES

CULVERTS

6012230

C510207

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

INDEX

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.IND-1
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

SHEET NO.

PROJECT MANAGER SANJAY SINGH

STYLE

NAME

DESCRIPTION

STYLE

NAME

DESCRIPTION

STYLE

NAME

TRAFFI
C WORK ZONE
DESCRIPTION

LABL

AREA, BRUSH LINE

RCZ_P

CLEAR ZONE

TWZBTWL_P

BARRIER, TEMPORARY, W/ WARNING
LIGHTS

AD_P

DETOUR

LAHR

AREA, HEDGE ROW

RG

GUIDE RAIL, MISCELLANEOUS

TWZCD_P

CHANNELIZING DEVICE

AT_P

TRANSITION CONTROL

LAPB

AREA, PLANTING BED

RGB

GUIDE RAIL, BOX BEAM

TWZPMRC_P

PAVEMENT MARKING REMOVAL OR
COVERING

LAWA

AREA, WOODED AREA OUTLINE

RGBM

GUIDE RAIL, BOX BEAM, MEDIAN

LAWE

AREA, WATERS EDGE

RGC

GUIDE RAIL, CABLE

BR

RAIL

BSHT

SHEET PILING

CONTROL

CBPR

BASELINE
BASELINE, PROJECTION

DRAINAGE

LCUT_P

CUT LIMIT

RGCB

GUIDE RAIL, CONCRETE BARRIER

LFILL_P

FILL LIMIT

RGP_P

GUIDE POST

LFNC

FENCE

RGW

GUIDE RAIL, W BEAM

LTRC
LTRD

RGWM

TREE ROW, CONIFEROUS
TREE ROW, DECIDUOUS

RPB

LWH

WALL, H PILE

RRC

DCP_P

CULVERT PIPE (DIR)

LWR

WALL, RETAINING

RRER

RAIL ROAD, 3RD RAIL

LWS

WALL, STONE

RRPLS_P

RAIL, PHOTO, LARGE SCALE

RRPSS

RAIL, PHOTO, SMALL SCALE

DRAFTING MICHAEL FORCUCCI

DDS_P

DFL_P
DSSD
DUD_P

DITCH, PAVED INVERT

DITCH, STONE LINED

CHECK DANIIL TATAREVICH

EDMC

EDMEC_P

EDMGSC_P

EDMPC_P

DESIGN BRIAN DANKERT

EDMSC_P

EFNS
EFNSV
EFNV
ESFL
EWAA_P
EWF
EWFS
EWM
EWS

UCH

CONDUIT, HANGING

UCO

CONDUIT, OVERHEAD

UE

ELECTRIC LINE, UNDERGROUND

UEH

ELECTRIC LINE, HANGING

UEO

ELECTRIC LINE, OVERHEAD

UETO

ELECTRIC TRANSMISSION, OVERHEAD

UESS

ELECTRIC, SUBSTATIONS

UFO

FIBER OPTIC, UNDERGROUND

MDL

DEED LINE

UFOH

FIBER OPTIC, HANGING

UFOO

MEE

EASEMENT, EXISTING

RRS

RUMBLE STRIP

FIBER OPTIC, OVERHEAD

MEP_P

EASEMENT, PERMANENT

RRSLS_P

RAIL, SURVEY, LARGE SCALE

UG

GAS, UNDERGROUND

UGH

MEPA_P

EASEMENT, PERMANENT, APPROX.

RRSSS

RAIL, SURVEY, SMALL SCALE

GAS, HANGING

MET_P

EASEMENT, TEMPORARY

SIGNS

UGO

GAS, OVERHEAD

UIC

META_P

EASEMENT. TEMPORARY, APPROX.

SBLB

BILLBOARDS

INFORM CABLE, UNDERGROUND

MF_P

FEE ACQUISITION, W/ ACCESS

SM

MULTIPLE POST

UICH

INFORM CABLE, HANGING

UO

MFA_P

FEE ACQUISITION, APPROXIMATE

SSO

STRUCTURE, OVERHEAD

OIL LINE, UNDERGROUND

MFS_P

FEE ACQUISITION, SHAPE

SSOC

STRUCTURE, OVHD. CANTILEVER

UOH

OIL LINE, HANGING

UPBP

MFWOA_P

FEE ACQUISITION, W/O ACCESS

POLE, BRACE, PUSH BRACE

MHA

HISTORICAL, ACQUISITION

STB*

BROKEN LINE

UPGW

POLE, GUY WIRE

USA

MHB

HIGHWAY BOUNDARY

STDB*

DOUBLE BROKEN LINE

SANITARY SEWER, UNDERGROUND

MHBA

HIGHWAY BOUNDARY, APPROX.

STDL*

DOTTED LINE LONG

USAH

SANITARY SEWER, HANGING

USAF

MHBW

HWY BOUNDARY, FACE OF WALL

STDS*

DOTTED LINE SHORT

SANITARY SEWER, FORCE MAIN, UGND

MHBWOA

HIGHWAY BOUNDARY, W/O ACCESS

STFB*

FULL BARRIER LINE

USAFH

SANITARY SEWER, FORCE MAIN, HANG

MJC

JURISDICTION, CITY

STH*

HATCH LINE

UT

TELEPHONE, UNDERGROUND

UTH

MJCY

JURISDICTION, COUNTY

STPB*

PARTIAL BARRIER LINE

TELEPHONE, HANGING

MJHD

JURISDICTION, HISTORIC DISTRICT

STRCT

ROUNDABOUT, CAT TRACKS

UTO

TELEPHONE, OVERHEAD

UTV

MJLL

JURIS., (GREAT, MILITARY) LOT LINE

STRYL

ROUNDABOUT, YIELD LINE

CABLE TV, UNDERGROUND

MJN

JURISDICTION, NATION

STSB

STOP BAR

UTVH

CABLE TV, HANGING

UTVO

MJPB

JURISDICTION, PUBLIC LANDS

STSE*

SOLID, EDGE

CABLE TV, OVERHEAD

MJS

JURISDICTION, STATE

STXL

X WALK, LADDER LINE

UUU

UNKNOWN, UNDERGROUND

UUH

MJT

JURISDICTION, TOWN

UNKNOWN, HANGING

MJV

JURISDICTION, VILLAGE

STXLB

X WALK, LADDER BAR LINE

UUO

UNKNOWN, OVERHEAD

UW

MPL

PROPERTY LOT LINE

WATER LINE, UNDERGROUND

MPLA

PROPERTY LOT LINE, APPROXIMATE

UWH

WATER LINE, HANGING

UWO

MSL

SUB LOT LINE

WATER LINE, OVERHEAD

FLOW LINE
SLOTTED DRAIN
UNDERDRAIN

ENVIRONMENTAL
ECT

DESCRIPTION
CONDUIT, UNDERGROUND

RAIL ROAD, CATENARY

ROW MAPPING
DDP_P

NAME
UC

PARKING BUMPER

CULVERT PIPE

DITCH, GRASS LINED

UTILITIES
STYLE

GUIDE RAIL, W BEAM, MEDIAN

DCP

DDG_P

JOB MANAGER SCOTT MCKAY

BARRIER, TEMPORARY

CONTROL (CENTERLINE)

CB

CURTAIN, TURBIDITY
DAM, COFFER

DAM, EARTHEN CHECK

STRIPING

DAM, GRAVEL BAG/SAND BAG CHECK

DAM, PREFABRICATED CHECK

DAM, STONE CHECK

FENCE, SILT
FENCE, SILT & VEGETATION
FENCE, VEGETATION
FILTER, SEDIMENT LOG
WETLAND, ADJACENT AREA
WETLAND, FEDERAL
WETLAND, FEDERAL AND STATE
WETLAND, MITIGATION AREA
WETLAND, STATE

1.

THE LEGEND ILLUSTRATES MAPPING FEATURES (EXISTING AND PROPOSED).

2.

FEATURES ARE SHOWN AS EITHER LINEAR (ROADWAY GUIDERAIL, ROADWAY SIDEWALK,

* = W (WHITE) OR Y (YELLOW)

TRAFFI
C CONTROL
TCSW

SIGNAL, SPAN WIRE

DESIGN SUPERVISOR SANJAY SINGH

USER = jconrad

UTILITY LINES, ETC.) OR POINT (SIGN, UTILITY POLE, ETC.).
DATE/TIM E = 29-JUN-2022 14:
02

FILE NAM E = 575879_CPH_LEG_1.
dgn

TWZBT_P

AC

BRIDGE

CHECK JENNIFER CONRAD

ROADWAY

LANDSCAPE

ALIGNMENT

3.

FEATURES SHOWN ON THE LEGEND AS EXISTING FEATURES ALSO HAVE
CORRESPONDING PROPOSED FEATURES.
PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD
4.

PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY EXCLUDING
LINE WEIGHT. LINE WEIGHT FOR PROPOSED FEATURES IS THICKER (0.015 in ON B SIZE
DRAWINGS).

5.

MAPPING FEATURES NOT INCLUDED ON THE LEGEND SHEET DO NOT HAVE A UNIQUE

OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER

6.

FEATURES SHOWN AT THE HEAVIER WEIGHT ARE PROPOSED ONLY AND DO NOT
HAVE CORRESPONDING EXISTING FEATURES.

CULVERTS

6012230

C510207

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

LEGEND - LINE SYMBOLOGY

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.LEG-1
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA

SYMBOLOGY (SUCH AS THE PAVEMENT EDGE, PAVEMENT EDGE OF TRAVEL WAY) AND SHOULD
BE LABELED ON THE PLANS.

BRIDGES

COUNTY: CATTARAUGUS

REGION: 05

SHEET NO.

PROJECT MANAGER SANJAY SINGH

ALIGNMENT
CELL

NAME

DESCRIPTION

ACC

CENTER OF CURVATURE

ACOGO

COGO

ACS

CURVE TO SPIRAL

ADPI_P

DETOUR, POINT OF INTERSECT.

DRAINAGE
CELL

DETOUR, POINT ON LINE

AEQN

EQUATION

DESCRIPTION

CELL

NAME

DESCRIPTION

CELL

NAME

DESCRIPTION

NAME

DESCRIPTION

A

IANT P

ANTENNAS

1

MDL1P

DEED LINE, TYPE 1

S

SINGLE POST

E

UEB

ELECTRIC, BOX

DS

STRUCTURE, RECTANGULAR

A

IASCTS

ACCOU. SPEED/COUNT SNSR.S

2

MDL2P

DEED LINE, TYPE 2

S_P

SINGLE POST, PROPOSED

E

UEM

ELECTRIC, METER

DSI

STRUCTURE, INVERT

P

ICABPAD

CABINET & PAD

3

MDL3P

DEED LINE, TYPE 3

SB_P

BACK TO BACK, PROPOSED

E

UEMH

ELECTRIC, MANHOLE

ICCTV

CCTV SITE

4

MDL4P

DEED LINE, TYPE 4

SDEL

DELINEATORS

UEPT

ELECTRIC, POLE, TRANS.

ICDPD

CDPD TRANSCEIVER

5

MDL5P

DEED LINE, TYPE 5

SPM

PARKING METER

G

UGM

GAS, METER

ICELLT

CELL PHONE TOWER

MEEP

EASEMENT, EXISTING

SRM

REFERENCE MARKERS

G

UGMH

GAS, MANHOLE

ICJB

CONDUIT JACK OR BORING

MEPAP_P

EASEMENT, PERM., APPROX.

SRSC3

SHLD, CTY, 123 DIG.

G

UGLM

GAS, LINE MARKER

MEPP_P

EASEMENT, PERM., BACK LINE

SRSC4

SHLD, CTY, 4 DIG.

FP

UGP

GAS/FUEL PUMP

MEPSP_P

EASEMENT, PERM., SHAPE

SRSCT2

SHLD, CTY TOUR, 1-2 DIG.

UGV

GAS, VALVE

MFAP_P

FEE ACQUISITION, APPROX.

SRSCT4

SHLD, CTY TOUR, 3-4 DIG.

UGVT

GAS, VENT

CDPD

STRUCTURE, MANHOLE,
TYPE "XX"

DSMTXX_P

A

AEQNAHD

EQUATION AHEAD

B

AEQNBK

EQUATION BACK

CHECK JENNIFER CONRAD
DRAFTING MICHAEL FORCUCCI

AEVT

EVENT STATION

APC

POINT OF CURVATURE

STRUCTURE, ROUND

STRUCTURE, RECT., WITH CURB
DST"X"CB P TYPE "X"
"X" = F, G, N, O, P, R

C

RFM

ICNTLCAB

CONTROLLER CABINET

ICPB

COMMUNICATION PULL BOX

A

A

ICTD

CONDUIT TURNING DOWN

APCC

POINT OF C0MPOUND CURVATURE

API

POINT OF INTERSECTION

ICTU

CONDUIT TURNING UP

MFP_P

FEE ACQUISITION, BACK LINE

SRSI

SHLD, INTERSTATE

ULP

LIGHTING, POLE

ICVTRT

COMM. VEH. ROAD TRANSCEIVER

MFSP_P

FEE ACQUISITION, SHAPE

SRSN2

SHLD, NATIONAL, 2 DIG.

ULPM

LIGHTING, POLE, MEDIAN

APOB

POINT OF BEGINNING

APOC

POINT OF CURVATURE

IDEFAULT

DEFAULT

MHBAP

HIGHWAY BNDRY., APPROX.

SRSN3

SHLD, NATIONAL, 3 DIG.

ULPP

LIGHTING, POLE, PED.

APOE

POINT OF END

EZ

IEZR

E-ZPASS READER

MHBCP

HISTORICAL, BLDG. CORNERS

SRSS2

SHLD, STATE, 2 DIG.

UMFC

MISC. FILLER CAP

EZ-T

IEZTR

TRANSMITTAL READER

MHBP

HIGHWAY BNDRY, PT.

SRSS3

SHLD, STATE, 3 DIG.

UOLM

APOL

POINT ON LINE

OIL, LINE MARKER

APOS

POINT ON SPIRAL

IFOXCAB

FIBER OPTIC X-CONNECT CABINET

MJCP

PT., JURIS. CITY

SRSS4

SHLD, STATE, 4 DIG.

UP

POLE, WITH UTILITY

IFUSSPL

FUSION SPLICE

MPBC

PT., BUILDING CORNER

UPD

APOT

POINT ON TANGENT

POLE, DEAD (NO UTILITY)

APOVC

POINT ON VERTICAL CURVE

IHARADV

HAR ADVISORY SIGN

MPCC

PT., CROSS CUT

IHARST

HAR SITE

MPDH

PT., DRILL HOLE

APOVT

POINT ON VERTICAL TANGENT

APORC

POINT ON REVERSE CURVE

"X" = I, K, L, M, O, P, U

C

ENVIRONMENTAL
CULV

EIOP_P

STR., INLET, OUTLET PROT.

GB

EIPGB_P

STR., INLET PROT., GRAVEL BAG

FL

EIPEFL_P

STR., INLET PROT., FILTER LOG

XC

PRFB

EIPP_P

STR., INLET PROT., PREFAB.

SF

EIPSF_P

STR., INLET PROT., SILT FENCE

APT

POINT OF TANGENCY

APVC

POINT OF VERTICAL CURVATURE

ERCB

RISER, CONCRETE BOX

ETRS_P

TRAP, SEDIMENT

EWFG

APVCC

POINT OF VERT. CMPND CURVE

APVI

POINT OF VERT. INTERSECTION

APVRC

POINT OF VERT. REVERSE CURVE

APVT

POINT OF VERTICAL TANGENCY

ASC

SPIRAL TO CURVE

ASPI

SPIRAL POINT OF INTERSECTION

ASTS

SPIRAL TO SPIRAL

AST

SPIRAL TO TANGENT

ATS

TANGENT TO SPIRAL

AVEVT

VERTICAL EVENT POINT

LMB

LPST

AVHIGH

VERTICAL HIGH POINT

AVLOW

VERTICAL LOW POINT

BRIDGE
BSC

BRIDGE, SCUPPER

DRILL HOLE

PORT. SPEED & COUNT SENSOR

MPIR

PT., IRON ROD

IMSCTS

MICRO SPEED & COUNT SENSOR

MPM

PT., MONUMENT

M

IMT

MICROWAVE TRANSCEIVER

MPMM

PT., MONUMENT, MISC.

VMS

IOVHVMS

PERM. OVERHEAD VMS

MPN

PT., NAIL

PA

CONTROL
CBP

FLAG POLE

BASELINE, POINT ON LINE

CBSP

BASELINE, SPUR POINT

CBTP

BASELINE, TIE POINT

CPBM

BENCHMARK

CPH

POINT, HORIZ. PHOTOGRAMMETRY

CPSM

POINT, SURVEY MARKER, PERM.

CPSV

POINT, VERT., PHOTOGRAMMETRY

TCBP

BOX, PULL BOX

SANITARY SEWER MANHOLE

TCBS

BOX, SPLICE

P

UTB

TELEPHONE, BOOTH

T

UTLM

TCMC

MICROCOMPUTER CABINET

TELEPHONE, LINE MARKER

TCPP

PED POLE

T

UTMH

TELEPHONE, MANHOLE

C

UTVLM

TCSH

SIGNAL HEADS

CABLE TV, LINE MARKER

TCSP

SIGNAL POLE

C

UTVPB

CABLE TV, PULL BOX

UUB

UNKNOWN, BOX

TRAFFIC WORK ZONE

UUJB

UNKNOWN, JUNCTION BOX

ARROW PANEL

UUMH

UNKNOWN, MANHOLE

TWZAPC_P

ARROW PANEL, CAUTION MODE

UUPB

UNKNOWN, PULL BOX

PT., TREE W/ WIRE

TWZAPT_P

ARROW PANEL, TRAILER OR SUPPORT

UUVL

UNKNOWN, VALVE

PT., WALL LOCATION

TWZBCD_P

BARRICADE (TYPE III)

UUVT

UNKNOWN, VENT

TWZCMS_P

CHANGEABLE MESSAGE SIGN (PVMS)

TWZFLG_P

FLAGGER

IPASCS

PORT. ACCOU. SPD & CNT. SENSOR

MPRS

PT., RAILROAD SPIKE

IPEDS

PEDESTRIAN SIGNAL HEAD

MPSP

PT., SPIKE

IPSS

PAVEMENT SURFACE SENSOR

MPST

PT., STAKE

IPVMS

PERM. VMS

MPTW

IRM

RAMP METER

MPWL

IRWIS

RDWY WEATHER INFO. SENSOR

ISP

SOLAR PANEL

TWZAP_P

ISST

SPREAD SPECT. TRANSCEIVER

ROW ACQUISITION

PAPER BOX
M1
P1

POST, SINGLE

LSHD

SHRUB, DECIDUOUS

MFS_P_T

FEE ACQUISITION

ITDB

TELEPHONE DEMARCATION BLK

ITP

SUBSURFACE TEMP. PROBE

IVTRT

VEHICLE TO RDWY TRANSCEIVER

M1
P1

M1
P1

TREE, CONIFEROUS

WIM

IWIMD

WEIGHT IN MOTION DETECTOR

WVR

IWVR

WIRELESS VIDEO REPEATER

MEPS_P_T

EASEMENT, PERMANENT

METS_P_T

EASEMENT, TEMPORARY

PE

TE
M1
P1

TREE, DECIDUOUS

METS_P_T

OCCUPANCY, TEMPORARY

MFS_P_T

FEE ACQUISITION W/O ACCESS

U

UUW

UNKNOWN, WELL

UWFH

WATER, FIRE HYDRANT

TWZFT_P

FLAG TREE

W

UWM

WATER, METER

TWZIA_P

IMPACT ATTENUATOR /
CRASH CUSHION (TEMPORARY)

W

UWMH

WATER, MANHOLE

UWV

WATER, VALVE

UWW

WATER, WELL

FEE

ROCK, BOULDER

TWZLUM_P

LUMINAIRE (TEMPORARY)

TWZSDT_P

SYMBOL, DIRECTION OF TRAFFIC

W

SYMBOL, DIRECTION OF TEMPORARY
TWZSDTD_P
TRAFFIC DETOUR

TO

LTS

TREE, STUMP

LTW P

TREE, WELL OR WALL

M1
P1

V

BASELINE, POINT

CBPOL

POLE, WITH LIGHT

USMH

MAILBOX

SHRUB, CONIFEROUS

V
LUKP

UPL
S

BOX, JUNCTION

ELEVATION, SPOT

LSHC

LTD

PT., IRON PIPE

IMSCS

SS

LTC

PT., FENCE LOCATION

MPIP

M

RWIS

LPB

MPF

MECHANICAL SPLICE

PM

PVMS
LFP

LOAD CENTER

IMECSPL

O

TRAFFIC CONTROL

C

LANDSCAPE
LELS

ILC

WETLAND FLAG

GEOTECHNICAL
GDH

A

TCBJ
H

RM

CHECK DANIIL TATAREVICH
DESIGN BRIAN DANKERT

CELL

STRUCTURE, RECT., TYPE "X"
DST"X" P

TP
JOB MANAGER SCOTT MCKAY

DESCRIPTION

"XX" = 48, 60, 72, 96

TC

DESIGN SUPERVISOR SANJAY SINGH

NAME

STRUCTURE, MANHOLE

LRB

USER = jconrad

CELL

UTILITIES

INVERT

LC

FILE NAM E = 575879_CPH_LEG_2.
dgn

SIGNS

DINV

DSR

DATE/TIM E = 29-JUN-2022 14:
02

ROW MAPPING

NAME

DSM
ADPL_P

ITS

IWVRC

WIRELESS VIDEO RECEIVER

IWVTT

WIRELESS VIDEO TRANSMITTER

FEE WO/A

ROADWAY

UNKNOWN POINT
RES P

1. THE LEGEND ILLUSTRATES MAPPING FEATURES (EXISTING AND PROPOSED).
2. FEATURES ARE SHOWN AS EITHER LINEAR (ROADWAY GUIDERAIL, ROADWAY SIDEWALK,
v UTILITY LINES, ETC.) OR POINT (SIGN, UTILITY POLE, ETC.).

TWZSGN_P

SIGN (TEMPORARY)

TWZSIG_P

SIGNAL, TRAFFIC OR PEDESTRIAN
(TEMPORARY)

TWZWL_P

WARNING LIGHT

TWZWV_P

WORK VEHICLE

TWZWVA_P

WORK VEHICLE WITH TRUCK
MOUNTED ATTENUATOR

ELEVATION, SPOT

RGA

GUIDE RAIL, ANCHOR

RGP

GUIDE POST, SINGLE

3. FEATURES SHOWN ON THE LEGEND AS EXISTING FEATURES ALSO HAVE
v CORRESPONDING PROPOSED FEATURES.
PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

4. PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY
v EXCLUDING LINE WEIGHT. LINE WEIGHT FOR PROPOSED FEATURES IS THICKER
v (0.015 in ON B SIZE DRAWINGS).
5. MAPPING FEATURES NOT INCLUDED ON THE LEGEND SHEET DO NOT HAVE A UNIQUE
v SYMBOLOGY (SUCH AS THE PAVEMENT EDGE, PAVEMENT EDGE OF TRAVEL WAY) AND
v SHOULD BE LABELED ON THE PLANS.
6. FEATURES SHOWN AT THE HEAVIER WEIGHT ARE PROPOSED ONLY AND DO NOT HAVE
v CORRESPONDING EXISTING FEATURES.

OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER

BRIDGES

CULVERTS

6012230

C510207

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

LEGEND -- POINT SYMBOLOGY

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.LEG-2
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

SHEET NO.

4'-0"

c
SHOULDER

PROJECT MANAGER SCOTT MCKAY

SHOULDER
2'-0"

9'-0"

9'-0"

TRAVEL LANE

TRAVEL LANE

2'-0"

DITCH

VARIES

4'-0"

DITCH

4'-0"

c

c
SHOULDER

SHOULDER

c

ITEM 203.02 4%

4%

2'-0"

4%

9'-0"

2'-0"

TRAVEL LANE

TRAVEL LANE

EXCAVATION PAY
LIMITS

EXISTING

4
EXISTING GROUND (O.G.)

9'-0"

4%

GROUND (O.G.)

1

4%

4%

4%

4%

EXISTING

ITEM 203.03

ITEM 304.15

GROUND (O.G.)

4

4

1

1

ITEM 610.1601
ITEM 610.1402 - 3" MIN.

1

ITEM 606.10

1

ITEM 203.03
2
ITEM 610.1402 - 3" MIN.

2'-0"

CHECK JENNIFER CONRAD

ITEM 203.1601

2'-0"

2

ITEM 606.10

ITEM 203.02 - EXCAVATION PAY LIMITS

ITEM 411.02 - 3"

ITEM 203.1601

ITEM 304.15 - 2 EA X 6"

ITEM 411.02 - 3"

ITEM 610.1601

GRAVEL ROADWAY TYPICAL SECTION (SIDE STREETS)

GRAVEL ROADWAY TYPICAL SECTION W/ GABION WALL
ITEM 304.15 - 2 EA X 6"

NOT TO SCALE

NOT TO SCALE
STA. 149+21.26 OFFSET RT
STA. 179+35.10 TO 214+17.32

STA. 343+66.21 0FFSET RT

DITCH

4'-0"

c
DRAFTING MICHAEL FORCUCCI

SHOULDER

c

2'-0"
EXISTING GROUND (O.G.)

9'-0"

9'-0"

TRAVEL LANE

TRAVEL LANE

4'-0"

DITCH

SHOULDER

c

2'-0"
ITEM 203.02 - EXCAVATION PAY LIMITS

4%

4%

4%

4%

EXISTING GROUND (O.G.)

4

4

1

1

1
2

2
2'-0"

ITEM 610.1402 - 3" MIN.
ITEM 610.1601

ITEM 203.1601

GRAVEL ROADWAY TYPICAL SECTION (NORMAL CROWN)

ITEM 411.02 - 3"
CHECK MOHAMMAD HAQUE

1

ITEM 203.03
ITEM 606.10

2'-0"

ITEM 304.15 - 2 EA X 6"

NOT TO SCALE
STA. 104+28.71 TO STA. 286+56.90
STA. 324+55.12 TO STA. 413+96.16

DITCH

4'-0"

c

c

SHOULDER
2'-0"

DESIGN DANIIL TATAREVICH

DITCH

4'-0"

c

EXISTING GROUND (O.G.)

SHOULDER

9'-0"

9'-0"

TRAVEL LANE

TRAVEL LANE

ITEM 203.02 - EXCAVATION PAY LIMITS
"e"

"e"

"e"

"e"

2'-0"

4

EXISTING GROUND (O.G.)
1

4
1

1
1
ITEM 203.03

2
2'-0"

2'-0"

2

ITEM 610.1402 - 3" MIN.

ITEM 606.10

ITEM 610.1601
ITEM 203.1601
ITEM 411.02 - 3"

DESIGN SUPERVISOR SCOTT MCKAY

USER = jconrad

FILE NAM E = 575879_CPH_TYP-XX

DATE/TIM E = 29-JUN-2022 14:
09

JOB MANAGER MOHAMMAD HAQUE

GRAVEL ROADWAY TYPICAL SECTION (SUPERELEVATED)
ITEM 304.15 - 2 EA X 6"
NOT TO SCALE
STA. 104+28.71 TO STA. 286+56.90
STA. 324+55.12 TO STA. 413+96.16

ITEM

DESCRIPTION

UNIT

203.02

UNCLASSIFIED EXCAVATION AND DISPOSAL

ITEM

DESCRIPTION

CY

610.1402

TOPSOIL - ROADSIDE

UNIT
CY

203.03

EMBANKMENT IN PLACE

CY

610.1601

TURF ESTABLISHMENT - ROADSIDE

SY

AFFIX SEAL:

ALTERED BY:

203.1601

APPLYING WATER

PDD

652.02

FURNISHING AND APPLYING CALCIUM CHLORIDE

TON

ON:

ON:

304.15

SUBBASE COURSE, OPTIONAL TYPE

CY

411.02

CALCIUM CHLORIDE STABILIZED GRAVEL SURFACE COURSE

CY

606.10

BOX BEAM GUIDERAIL

LF

608.020102

HOT MIX ASPHALT (HMA) SIDEWALKS, DRIVEWAYS AND BICYCLE PATHS

TON

NOTES:
1.

BRIDGE TYPICAL SECTION CAN BE FOUND ON DWG. ST-03.

2.

SEE TABLE ON MST-1 FOR GUIDERAIL LOCATIONS.

3.

SEE DWG. MSD-1 FOR GABION WALL DETAILS.

4.

SEE GNP SHEETS FOR DITCH LOCATIONS AND INVERTS.

5.

SEE PROFILE SHEETS FOR SUPERELEVATION "e".

AND VEGETATION CONTROL STRIPS

AS-BUILT REVISIONS

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

DESCRIPTION OF ALTERATIONS:

BRIDGES

CULVERTS

6012230

C510207

OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

TYPICAL SECTIONS

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.TYP-1
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

SHEET NO.

4'-0"

4'-0"

SHOULDER
2'-0"

PROJECT MANAGER SCOTT MCKAY

ITEM 203.24010017

SHOULDER

c
9'-0"

9'-0"

TRAVEL LANE

TRAVEL LANE

2%

6%

ITEM 203.24010017

2'-0"

2%

ITEM 203.02 EXCAVATION PAY
LIMITS

6%

4
EXISTING
GROUND (O.G.)

4

1

1
EXISTING
GROUND (O.G.)

ITEM 418.7603
ITEM 606.10 (SEE DWG.
MST-1 FOR LOCATIONS)

ITEM 203.02 -

ITEM 610.1402 - 3" MIN.

EXCAVATION PAY

ITEM 404.098201 - 2"

ITEM 610.1601

LIMITS

ITEM 404.258901 - 4"

TYPICAL SECTION (NORMAL CROWN)
CHECK JENNIFER CONRAD

ITEM 407.0102
NOT TO SCALE

ITEM 404.000031 (TYP.)

STA. 103+26.18 TO STA. 104+28.71
STA. 286+56.90 TO STA. 302+72.20

ITEM 304.15 - 12"

STA. 308+47.84 TO STA. 324+55.12
STA. 413+96.16 TO STA. 415+08.44

4'-0"

4'-0"

2'-0"

DRAFTING MICHAEL FORCUCCI

ITEM 203.24010017

9'-0"

9'-0"

TRAVEL LANE

TRAVEL LANE

ITEM 203.02 - EXCAVATION PAY LIMITS

2'-0"

"e"

"e"

"e"

"e"

ITEM 203.24010017

SHOULDER

c

SHOULDER

4
1

4
1

EXISTING GROUND (O.G.)
ITEM 418.7603

EXISTING GROUND (O.G.)

ITEM 610.1402 - 3" MIN.

ITEM 203.02 EXCAVATION PAY
LIMITS

ITEM 606.10 (SEE DWG.
MST-1 FOR LOCATIONS)

ITEM 610.1601

ITEM 404.098201 - 2"

TYPICAL SECTION (SUPERELEVATED)

ITEM 404.258901 - 4"

CHECK MOHAMMAD HAQUE

ITEM 407.0102

NOT TO SCALE

ITEM 404.000031 (TYP.)

STA. 103+26.18 TO STA. 104+28.71
STA. 286+56.90 TO STA. 302+72.20
STA. 308+47.84 TO STA. 324+55.12
STA. 413+96.16 TO STA. 415+08.44

ITEM 304.15 - 12"

4'-0"

4'-0"

SHOULDER
2'-0"

DESIGN DANIIL TATAREVICH

ITEM 203.24010017

SHOULDER

c
9'-0"

9'-0"

TRAVEL LANE

TRAVEL LANE

2%

6%

ITEM 203.24010017

2'-0"

2%

ITEM 203.02 EXCAVATION PAY
LIMITS

6%

4
EXISTING
GROUND (O.G.)

4

1

1
EXISTING
GROUND (O.G.)

ITEM 418.7603
ITEM 606.10 (SEE DWG.
MST-1 FOR LOCATIONS)

ITEM 203.02 EXCAVATION PAY
LIMITS

ITEM 404.098201 - 2"

ITEM 610.1402 - 3" MIN.
ITEM 610.1601

ITEM 404.258901 - 4"

TYPICAL SECTION (SIDE STREETS)

DESIGN SUPERVISOR SCOTT MCKAY

USER = jconrad

FILE NAM E = 575879_CPH_TYP-2

DATE/TIM E = 29-JUN-2022 14:
13

JOB MANAGER MOHAMMAD HAQUE

ITEM 407.0102

NOT TO SCALE

ITEM 404.000031 (TYP.)
ITEM 304.15 - 12"

STA. 149+21.26 OFFSET RT
STA. 343+66.21 0FFSET RT

ITEM

AFFIX SEAL:
ON:

ALTERED BY:
ON:

DESCRIPTION

UNIT

203.02

UNCLASSIFIED EXCAVATION AND DISPOSAL

203.24010017
304.15

ITEM

DESCRIPTION

CY

610.1402

TOPSOIL - ROADSIDE

SHOULDER BACKUP MATERIAL

CY

610.1601

TURF ESTABLISHMENT - ROADSIDE

SUBBASE COURSE, OPTIONAL TYPE

PDD

404.000031

JOINT DENSITY QUALITY ADJUSTMENT TO WMA ITEMS

CY

404.098201

9.5 F2 TOP COURSE WMA, 80 SERIES COMPACTION

CY

404.258901

25 F9 BINDER COURSE WMA, 80 SERIES COMPACTION

LF

407.0102

DILUTED TACK COAT

TON

418.7603

ASPHALT PAVEMENT JOINT ADHESIVE

606.10

BOX BEAM GUIDERAIL

AS-BUILT REVISIONS
DESCRIPTION OF ALTERATIONS:

UNIT
CY

NOTES:
1.

ITEM 407.0102 - DILUTED TACK, SHALL BE APPLIED TO ALL
SURFACES RECEIVING ASPHALT OVERLAY COURSES PRIOR
TO EACH ASPHALT LIFT.

2.

ITEM 418.7603 - ASPHALT PAVEMENT JOINT ADHESIVE, SHALL BE
APPLIED ON ALL VERTICAL FACES FOR ALL JOINTS ON THE
SURFACE COURSE SUCH AS LONGITUDINAL, TRANSVERSE, CURBS, OR
OTHER JOINTS ABUTTING AGAINST THE NEW ASPHALT PAVEMENT.

3..

SEE PROFILE SHEETS FOR SUPERELEVATION "e".

SY
TON

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

BRIDGES

CULVERTS

6012230

C510207

OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

TYPICAL SECTIONS

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.TYP-2
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

SHEET NO.

PROJECT MANAGER SANJAY SINGH

GENERAL NOTES

GENERAL NOTES WORK ZONE TRAFFIC CONTROL (WZTC)

ANTICIPATED SEQUENCE OF CONSTRUCTION (INVOLVING IN-WATER WORK)

1.

1.

WZTC SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 619-1 OF THE NYSDOT
STANDARD SPECIFICATIONS, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD),
THE NYS SUPPLEMENT TO THE MUTCD, AND ANY PROVISIONS CONTAINED IN THE PLANS
AND/OR PROPOSAL OF THIS CONTRACT.

1.

TAKE PRE-CONSTRUCTION PHOTOGRAPHS OF RIVERBANKS AND ANY FLOODPLAINS.

2.

INSTALL TEMPORARY SEDIMENT CONTROL FILTER LOGS, SILT FENCING AND OTHER
EROSION AND SEDIMENT CONTROLS AS NEEDED.

2.

THE EDGE OF PAVEMENT AND THE BACK EDGE OF SHOULDER SHOULD BE DELINEATED WITH
DEVICES.

3.

CLEARING AND GRUBBING OF THE AREA NORTH OF BOTH THE EAST AND WEST BRIDGE
ABUTMENTS.

3.

THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL SIDE STREETS FOR THE DURATION OF
THE CONSTRUCTION ACTIVITIES.

4.

INSTALL A TEMPORARY CONSTRUCTION ROADWAY ON THE WEST BANK TO THE NORTH OF
THE BRIDGE. THE TEMPORARY ROADWAY WILL BE CONSTRUCTED USING 6"-12" OF SUBBASE
OVER GEOTEXTILE FABRIC.

4.

THE CONTRACTOR SHALL MAINTAIN ACCESS TO RESIDENTIAL AND BUSINESS DRIVEWAYS
AT ALL TIMES DURING THE DURATION OF THE CONTRACT.

5.

INSTALL THE PHASE 1 CAUSEWAY. PLACE THE PIPES AND MEDIUM STONE FILL FOR THE
CAUSEWAY. PLACE GEOTEXTILE FABRIC OVER THE HEAVY STONE FILL AND PLACE A MINIMUM
OF 6" OF SUBBASE OVER THE CAUSEWAY (THE SUBBASE MAY BE DEEPER IN SOME LOCATIONS
DUE TO THE UNEVENNESS OF THE HEAVY STONE FILL).

6.

DEMOLISH THE WEST HALF OF THE SUPERSTRUCTURE.

7.

DEMOLISH THE BEGINNING ABUTMENT ACCORDING TO PLAN.

8.

INSTALL THE TURBIDITY CURTAIN AND COFFERDAM AROUND THE EXISTING PIER 1.
INSTALLATION OF THE COFFERDAM IS ANTICIPATED TO BEGIN IN SPRING 2023. THE
COFFERDAM IS ANTICIPATED TO BE IN PLACE UNTIL PIER 1 IS DEMOLISHED ACCORDING TO
PLAN.

9.

INSTALL WATER DIVERSIONS AND COFFERDAMS AROUND THE BEGINNING ABUTMENT.

10.

CONSTRUCT THE BEGINNING ABUTMENT.

11.

INSTALL TURBIDITY CURTAIN AND COFFERDAMS IN THE NEW PIER 1 AND 2 LOCATIONS.

12.

INSTALL THE DRILLED SHAFTS FOR THE PIERS WHILE COFFERDAMS ARE IN PLACE.
REMOVE THE TURBIDITY CURTAINS AND COFFERDAMS SEQUENTIALLY AS THE DRILLED SHAFTS
ARE INSTALLED.

2.

CHECK JENNIFER CONRAD

3.

4.

THE RESTORATION OF DISTURBED AREAS WILL BE PERFORMED
AS SPECIFIED UNDER SECTION 107-08 OF THE NYSDOT STANDARD SPECIFICATIONS,
PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE.
ITEM 610.1601, TURF ESTABLISHING ROADSIDE AND ITEM 610.1602, TURF
ESTABLISHMENT - LAWNS, SHALL BE PAID FOR DISTURBED AREAS AS SHOWN
IN THE CONTRACT PLANS AND/OR TABLES. ANY DISTURBANCE OUTSIDE THESE
AREAS, AS DETERMINED BY THE EIC, SHALL BE THE CONTRACTOR'S RESPONSIBILITY
AND SHALL BE RESTORED AS PER SECTION 107-08 OF THE NYSDOT STANDARD
SPECIFICATIONS, PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE.
THESE CONTRACT DOCUMENTS HAVE BEEN PREPARED BASED ON PREVIOUS
CONTRACTS AND FIELD INSPECTIONS. THEREFORE, THE EXACT EXTENT OF
PROPOSED WORK MAY NOT ALWAYS BE ACCURATELY DEPICTED. THE
CONTRACTOR SHOULD BE AWARE THAT ACTUAL FIELD CONDITIONS MAY
REQUIRE MODIFICATION TO CONSTRUCTION DETAILS AND QUANTITIES.
THE COLD SPRING CREEK BRIDGE MAY BE CLOSED DURING CONSTRUCTION AND THERE
WILL BE A DETOUR. THE BREEDS RUN BRIDGE MAY HAVE A TEMPORARY STRUCTURE IN PLACE
DURING CONSTRUCTION. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH THE
CONTRACTOR FOR PIN 5812.68.

DRAFTING MICHAEL FORCUCCI

PAVING
1.

2.

3.

ALL PAVING OR SHOULDER MATERIAL SHALL BE INSTALLED IN THE DIRECTION OF FLOW
OF TRAFFIC. TRUCKS HAULING MATERIAL FOR A GIVEN OPERATION SHALL PROCEED TO THE
PLACEMENT EQUIPMENT WITH THE FLOW OF TRAFFIC.

5.

THE CONTRACTOR SHALL NOT MIX DELINEATION DEVICES IN A LINEAR CLOSURE OR
TAPER. HOWEVER, DIFFERENT DELINEATION DEVICES MAY BE USED IN DIFFERENT AREAS OF
THE PROJECT.

6.

VEHICLES BELONGING TO THE CONTRACTOR OR WORKERS SHALL NOT BE PARKED ON THE
PAVEMENT OR SHOULDERS ALONG A ROADWAY BEING USED BY THE GENERAL PUBLIC WITHIN
THE PROJECT LIMITS.

7.

THE CONTRACTOR SHALL NOT PARK EQUIPMENT OVERNIGHT WHERE IT IS DEEMED A
SAFETY HAZARD TO TRAFFIC.

8.

ALL TRAVEL SHALL BE CLEARED OF ALL OBSTRUCTIONS, INCLUDING TRAFFIC CONTROL
DEVICES, AND MADE SAFE FOR TRAVEL AND RETURNED TO SERVICE AT THE CONCLUSION OF
EACH WORKDAY.

9.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY LAYOUT NECESSARY TO PRESERVE,
MAINTAIN AND REESTABLISH THE EXISTING PAVEMENT CROWN POINTS, LANE WIDTHS, CROSS
SLOPES, TRANSITIONS AND SUPER ELEVATIONS AS DESCRIBED IN THE CONTRACT DOCUMENTS
AND/OR A.O.B.E. THE COST FOR THIS WORK IS TO BE INCLUDED IN THE PRICE BID FOR
THE PAVING ITEMS.

10.

SIGNS NOT APPLICABLE AFTER WORKING HOURS SHALL BE COVERED OR REMOVED FROM
THE ROADWAY.

11.

SIGN LOCATIONS ARE APPROXIMATE; EXACT LOCATIONS SHALL BE DETERMINED BY THE
PROJECT ENGINEER.

13.

AFTER ABUTMENTS ARE COMPLETE, EXCAVATE AND PLACE HEAVY STONE FILL ACCORDING
TO PLAN.

ASPHALT JOINTS SHALL NOT BE ALLOWED IN ANY WHEEL PATH. THROUGHOUT THE
PAVEMENT LENGTH, THE TOP COURSE SHALL BE MONOLITHICALLY PLACED OVER THE TRAVEL
LANE AND SHOULDER OR CURB OFFSET UNLESS DIRECTED OTHERWISE BY THE ENGINEER.

12.

THE FLAGGER STATION AND LANE CLOSURES SHOULD BE LOCATED TO ENSURE MAXIMUM
VISIBILITY.

14.

CONSTRUCT THE FIRST HALF OF THE BRIDGE.

"FLAGGER" SIGNS SHALL BE USED WHENEVER FLAGGING OCCURS FOR MORE THAN A
BRIEF PERIOD OF TIME. THE SIGN SHALL BE PROMPTLY REMOVED, COVERED OR TURNED
AWAY FROM TRAFFIC WHEN THE FLAGGING OPERATION CEASES.

15.

CONSTRUCT TURBIDITY CURTAIN AROUND THE PHASE 1 CAUSEWAY.

16.

REMOVE THE TEMPORARY CAUSEWAY AND PIPES USED TO MAINTAIN FLOW.

ALL FLAG TREES SHALL HAVE A MINIMUM OF THREE (3) FLAGS.

17.

REMOVE TURBIDITY CURTAIN AFTER REMOVAL OF PHASE 1 CAUSEWAY.

18.

INSTALL A TEMPORARY CONSTRUCTION ROADWAY ON THE EAST BANK TO THE NORTH OF
THE BRIDGE. THE TEMPORARY ROADWAY WILL BE CONSTRUCTION USING 6"-12" OF SUBBASE
OVER GEOTEXTILE FABRIC.

19.

INSTALL THE PHASE 2 CAUSEWAY. PLACE THE PIPES AND MEDIUM STONE FILL FOR THE
CAUSEWAY. PLACE GEOTEXTILE FABRIC OVER THE HEAVY STONE FILL AND PLACE A MINIMUM
OF 6" OF SUBBASE OVER THE CAUSEWAY (THE SUBBASE MAY BE DEEPER IN SOME LOCATIONS
DUE TO THE UNEVENNESS OF THE HEAVY STONE FILL).

20.

DEMOLISH THE EAST HALF OF THE SUPERSTRUCTURE.

21.

DEMOLISH THE ENDING ABUTMENT ACCORDING TO PLAN.

22.

INSTALL THE TURBIDITY CURTAINS AND COFFERDAMS SEQUENTIALLY AROUND THE
EXISTING PIERS 2 AND 3. INSTALLATION OF THE COFFERDAMS IS ANTICIPATED TO BEGIN
IN SPRING 2024. THE COFFERDAMS ARE ANTICIPATED TO BE IN PLACE UNTIL PIERS 2 AND
3 ARE DEMOLISHED ACCORDING TO PLAN.

23.

INSTALL WATER DIVERSIONS AND COFFERDAMS AROUND ENDING ABUTMENT.

24.

CONSTRUCT THE ENDING ABUTMENT.

25.

INSTALL TURBIDITY CURTAINS AND COFFERDAMS IN THE NEW PIER 3 AND 4 LOCATIONS.

26.

INSTALL THE DRILLED SHAFTS FOR THE PIERS WHILE COFFERDAMS ARE IN PLACE.
REMOVE THE TURBIDITY CURTAINS AND COFFERDAMS SEQUENTIALLY AS THE DRILLED SHAFTS
ARE INSTALLED.

27.

AFTER ENDING ABUTMENT IS COMPLETE, EXCAVATE AND PLACE HEAVY STONE FILL
ACCORDING TO PLAN AROUND THE BEGINNING.

28.

CONSTRUCT THE SECOND HALF OF THE BRIDGE.

29.

CONSTRUCT THE TURBIDITY CURTAIN AROUND PHASE 2 CAUSEWAY.

30.

REMOVE THE TEMPORARY CAUSEWAY AND PIPES USED TO MAINTAIN FLOW.

31.

REMOVE TURBIDITY CURTAIN AFTER REMOVAL OF PHASE 2 CAUSEWAY.

32.

RESTORE DISTURBED AREAS WITH TOPSOIL AND RE-ESTABLISH TURF.

33.

REMOVE REMAINING TEMPORARY SEDIMENT CONTROL MEASURES.

13.
CHECK DANIIL TATAREVICH

4.

WHEN TYPE III BARRICADES ARE USED NEAR DRIVEWAYS OR INTERSECTIONS THEY SHALL
BE PLACED IN SUCH A WAY AS TO NOT OBSCURE SIGHT DISTANCE.

PAVING OPERATIONS AT THE END OF THE WORKDAY SHALL BE FROM EDGE OF SHOULDER
TO EDGE OF SHOULDER LEAVING NO RAISED LONGITUDINAL JOINTS.

DESIGN SUPERVISOR SANJAY SINGH

USER = jconrad

FILE NAM E = 575879_CPH_GNN-01

DATE/TIM E = 29-JUN-2022 14:
02

JOB MANAGER SCOTT MCKAY

DESIGN BRIAN DANKERT

14.

AFFIX SEAL:

ALTERED BY:

ON:

ON:

AS-BUILT REVISIONS

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

DESCRIPTION OF ALTERATIONS:

BRIDGES

CULVERTS

6012230

C510207

OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

GENERAL NOTES

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.GNN-1
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

SHEET NO.

PROJECT MANAGER SCOTT MCKAY

ROAD CLOSURE WITH
R11-2

BRIDGE OR CULVERT OUT

SEE DETAIL 1
FOR SIGN PLACEMENT

ROAD

TYPE III
BARRICADE

R#O$A@D
C@L$O#S@E@D

ROAD
CLOSED

PLACE TEMPORARY CONCRETE BARRIER AT A 15n ANGLE.
BARRIER IS NOT STAKED TO PAVEMENT.
AREA BEHIND THE BARRIER MUST REMAIN FREE OF DEBRIS
AND PARKED EQUIPMENT TO ASSURE BARRIER DEFLECTION.

CLOSED
1000@FT

500@FT
SEE NOTE 1

CHECK JENNIFER CONRAD

TYPE III BARRICADE
WITH LIGHTS

SEE DETAIL 1

SEE DETAIL 1

PROVIDE LIGHTING FOR BARRICADES
IF BARRICADES ARE NOT VISABLE
FROM ADVANCED CLOSURE.

R11-3A OR R11-3B
SEE NOTE 1 & DETAIL 1

FOR SIGN

R#O$A@D% %C@L$O#S@E@D

PLACEMENT

__ %M%@I%@L@E#S% %A@H%@E#A@D
XX
L@O#C$A@L% %T@R#A@F@F@I@C% %O@N%@L%Y

R#O$A@D
C@L$O#S@E@D

R#O$A@D% %C@L$O#S@E@D
TYPE III BARRICADE

**
XX%M%@I%@L@E#S% %A@H%@E#A@D

DRAFTING MICHAEL FORCUCCI

L@O#C$A@L% %T@R#A@F@F@I@C% %O@N%@L%Y

15~

>

>

CHECK MOHAMMAD HAQUE

B

>

>

>

B

>

B

>

B

>

DISTANCE CAN BE
ADJUSTED TO FIT
FIELD CONDITIONS

500@FT

1000@FT

50'

>

ROAD
CLOSED

AREA

>

>

ROAD
CLOSED

WORK

>

>

50'

>

DISTANCE CAN BE
ADJUSTED TO FIT
FIELD CONDITIONS

W20-3
TYPE III BARRICADE
WITH LIGHTS

DESIGN DANIIL TATAREVICH

(FULL COUNTDOWN SIGNS MAY BE NECESSARY)

DETAIL 1:
SIGN

SIGN

LIGHTS

PANELS

DESIGN SUPERVISOR SCOTT MCKAY

USER = mforcucci

FILE NAM E = 575879_CPH_WZP-01

DATE/TIM E = 29-JUN-2022 14:
29

JOB MANAGER MOHAMMAD HAQUE

SIGN
SUPPORT
TYPE III
SUPPORT

NOTES:
1.
R11-3A OR R11-3B MAY BE LOCATED ON THE RIGHT
SHOULDER, IF EXISTING PAVEMENT IS TOO NARROW.
THE SIGN PANEL SHALL BE ON A SEPARATE SIGN
SUPPORT, NOT ON THE TYPE III BARRICADE.

AFFIX SEAL:
ON:

ALTERED BY:
ON:

2.

SEE M.U.T.C.D SECTION 6F.63 and FIGURE 6F-7
FOR DETAILS ON THE DIRECTION OF STRIPING ON
BARRICADES.

3.

THE TEMPORARY CONCRETE BARRIER SHALL BE
REPLACED WITH TYPE III BARRICADES WHEN THE
DROP-OFF NO LONGER EXISTS.

4.

THE COST OF THE TEMPORARY CONCRETE BARRIER
WILL BE PAID UNDER ITEM 619.01.

AS-BUILT REVISIONS
DESCRIPTION OF ALTERATIONS:

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

BRIDGES
6012230

CULVERTS
C510207

OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

WORK ZONE TRAFFIC CONTROL

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.WZP-01
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

SHEET NO.

PROJECT MANAGER SANJAY SINGH

GPS #2
POND

NAIL/WASHER

NAIL/WASHER
BUNKER HILL RD.

OLD RTE. 17

52
.
21

52.
83
FT

CROUSES

12" DEAD TREE

4" ELM

4" ELM

FT

SHEDS

CULVERT

CHECK JENNIFER CONRAD

BUNKER HILL RD.
CHISELED 'X'

TOP RAIL

CHISELED 'X'

CHISELED 'X'

TOP RAIL

TOP RAIL

OLD RTE. 17
26.75 FT

FT

8
.9
2
4
1

12.
45 F
T

CHISELED 'X'

24
.
85

T
F
82 FT
11.

CULVERT

24.94 FT

SUNFISH RD.

TOP RAIL
4.05 FT

4.65 FT

WEST BOUND I86
EDGE ASPH.

ALTEL #18

ALTEL #19

7595

NAIL/WASHER

CROUSES

DRAFTING MICHAEL FORCUCCI

SHEDS

COLD

2 STY. SHED

SPRI
NGS
CREEK

NAIL/WASHER

CKS
R. TRA
R.
CHISELED 'X'

CHISELED 'X'

TOP RAIL

TOP RAIL

OLD RTE 17
GPS POINT SENECA #1 IS LOCATED ON THE NORTH EDGE OF WEST BOUND LANES OF
THE I86 NORTH SIDE OF THE CABLE GUIDE RAIL, WEST OF COLD SPRINGS CREEK,
133.86 FT WEST OF MM17/5112/1111.

SENECA #1
NORTHING: 233761.4776
EASTING: 325537.4111

GPS POINT SENECA #2 IS LOCATED ON THE NORTH SIDE OF BUNKER HILL ROAD,

SENECA #2

15.09 FT NORTH OF THE CENTERLINE OF BUNKER HILL, 492.13 FT WEST OF THE START OF
OLD RTE 17, 0.66 FT NORTH OF THE NORTH EDGE OF PAVEMENT OF BUNKER HILL ROAD.

ELEVATION: 1371.41 FT
NOTE: WESTERN ZONE - NAD 83(96)

NOT TO SCALE

NORTHING: 233961.688
EASTING: 325436.861
ELEVATION: 1356.44 FT

NOTE: WESTERN ZONE - NAD 83(96)

NOT TO SCALE

GPS POINT SENECA #3 IS A REBAR AND CAP LOCATED ON THE SOUTH SIDE OF SUNFISH

SENECA #3

ROAD, 12.14 FT SOUTH OF THE CENTERLINE OF SUNFISH, LOCATED 1.31 FT SOUTH OF THE
SOUTH EDGE OF PAVEMENT IN THE GRAVEL EDGE, 0.66 MILES WEST OF SENECA #4,
LOCATED WEST 11.48 FT MILES FROM THE INTERSECTION OF SUNFISH AND BUNKER HILL ROAD.
NOTE: WESTERN ZONE - NAD 83(96)

NORTHING: 234800.522
EASTING: 330714.671
ELEVATION: 1384.01 FT
NOT TO SCALE

NEW SALAMANCA
BPU 90-9

NEW 6"

104.84 FT
SALAMANCA

HIGH BANK
D
OL

43.34 FT

E
RT

17

30.10 FT

NEW 6"
APPLE

20.04 FT

01
.
20

NEW SALAMANCA

NAIL/WASHER

BPU 90-10

3" ELM

17.83 FT

FT

DESIGN DANIIL TATAREVICH

POPLAR

90
3B

17

E
NC
FE

RT
E

OD
WO

#9338

ST
PO

OL
D

CHECK SCOTT MCKAY

1 STORY
HOUSE

SH
OU
LD
ER

LOG CABIN

29.81 FT

15.09 FT

NEW 12"

GPS SENECA #3

APPLE
05
.
36

54.22 FT

76.26 FT

FT

NEW 12"

EDGE PAVT.
CHISELED 'X'

CHISELED 'X'

TOP RAIL

TOP RAIL

CHERRY

CHISELED 'X'

RU
N

TOP RAIL

9.68 FT

NEW 14"

3.88 FT

21.99 FT

BR
EE
D
PA
VE
D

SUNFISH RD.

DESIGN SUPERVISOR SANJAY SINGH

USER = jconrad

FILE NAM E = 575879_CPH_BLT_1.
DGN

DATE/TIM E = 29-JUN-2022 14:
01

JOB MANAGER SCOTT MCKAY

MAPLE

GPS POINT SENECA #4 IS A REBAR AND CAP LOCATED ON THE SOUTH SIDE OF SUNFISH

SENECA #4

SENECA #5

STATION IS A XXXX ROD ON THE NORTH SIDE OF OLDE RTE 17, 9.84 FT NORTH OF THE

ROAD 16.40 FT SOUTH OF THE CENTERLINE OF SUNFISH, LOCATED 5.58 FT SOUTH OF

NORTHING: 234808.2893

THE SOUTH EDGE OF PAVEMENT, 0.66 MILES EAST OF GPS #3

EASTING: 331128.2543

EASTING: 333530.6562

LOCATED JUST WEST OF HSE #9338.

ELEVATION: 1392.64 FT

ELEVATION: 1366.81 FT

NOTE: WESTERN ZONE - NAD 83(96)

NOT TO SCALE

NOT TO SCALE

AFFIX SEAL:

ALTERED BY:

ON:

ON:

AS-BUILT REVISIONS

PAVEMENT EDGE.

NORTHING: 237163.0550

NOTE: WESTERN ZONE - NAD 88(96)

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

DESCRIPTION OF ALTERATIONS:

STATION IS A XXXX ROD AND CAP LABELED SENECA 6, LOCATED 0.98 FT WEST OF
THE WEST EDGE OF SHOULDER OF OLD RTE 17, ACROSS FROM BREED RUN ROAD.

SENECA #6
NORTHING: 237463.5493
EASTING: 333847.9752
ELEVATION: 1365.98 FT
NOT TO SCALE

NOTE: WESTERN ZONE - NAD 83(96)

BRIDGES

CULVERTS

6012230

C510207

OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

BASELINE TIES

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.BLT-1
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

SHEET NO.

NAIL + WASHER
12" OAK

WOODS

WOODS

TOP OF CENTER BOLE
OF 3 BOLE STUMP

NAIL + WASHER

NAIL + WASHER
TOP OF 200mm STUMP

OF 3 BOLE STUMP

26
.1
4
FT

CONCRETE

FT

CONCRETE
ASPH

OLD RTE. 17

FT

OLD RTE. 17

T
F

32
.2
0

F
T

8
.0
0
4

FT

29.
967
FT

TOP OF WEST BOLE

41
.
85

64
.
38

NAIL + WASHER
14" DEC

NAIL + WASHER
12" MAPLE

NAIL + WASHER
12" MAPLE

NAIL + WASHER

56
.
26

PROJECT MANAGER SANJAY SINGH

WOODS

OLD RTE. 17

ASPH

CONCRETE

CHECK JENNIFER CONRAD

51
.
36

13
0.
50

FT

63
.
82

FT

FT

ASPH
FT

CONCRETE

51
.
32

NAIL + WASHER
IN TOP CENTER
OF 7" STUMP

27
.
53

30" SPRUCE

NOT TO SCALE

NOT TO SCALE

CB 5 (PHOTO TARGET 206)

STATION IS A RR SPIKE (WITH CHISELED "X") SET JUST BELOW TOP OF PAVEMENT, IN CENTER JOINT OF CONCRETE

STATION IS A "MAG" NAIL (PHOTO TARGET 204) SET IN ASPHALT PAVEMENT OF THE WESTBOUND LANE OF

STATION "CB 5" IS A "MAG" NAIL, SET IN AN ASPHALT AREA, IN THE EASTBOUND LANE, 2.30 FT SOUTH OF THE

PAVEMENT. IT IS EAST OF THE INTERSECTION OF OLD RTE 17 AND BUNKER HILL RD.

OLD RTE 17. IT IS 4.27 FT NORTH OF THE CENTER JOINT OF CONCRETE PAVEMENT.

CENTER PAVEMENT JOINT. STATIO IS ALSO PHOTO TARGET 206.

HORIZONTAL: NAD83 (CORS 96)

HORIZONTAL: NAD83 (CORS 96)

HORIZONTAL: NAD83 (CORS 96)

VERTICAL: NAVD88 (GPS DERIVED)

VERTICAL: NAVD88 (GPS DERIVED)

VERTICAL: NAVD88 (GPS DERIVED)

COMBINED FACTOR: 0.99988233327

COMBINED FACTOR: 0.99988233327

COMBINED FACTOR: 0.99988233327

WOODS

NAIL + WASHER
12" ASH

20" LOCUST
NAIL + WASHER

HEADWALL

8" STUMP

5
.1
6
3

23
.
87

OLD RTE. 17

DESIGN DANIIL TATAREVICH

9
.3
3
4

D
OL

E
RT

17

FT

OLD R
TE

CONCRE
TE

FT

71.46 FT

CONCRETE

75
.
52

FT

BRUSH + WOODS
FT

WOODS

BRUSH + TREES

NAIL + WASHER
8" LOCUST
ASPH
ROAD

NAIL + WASHER
BRUSH + WOODS

CB 6

JOB MANAGER SCOTT MCKAY

NAIL + WASHER
24" LOCUST

8
.4
40

NAIL + WASHER
14" POPLAR

12" OAK

NOT TO SCALE

DESIGN SUPERVISOR SANJAY SINGH

17

MASONRY NAIL IN
TOP OF CONCRETE
PARAPET WALL

ASPH

OLD RTE. 17

CONCRETE
56
.
50

BRUSH

T
F

T
13 F
59.

FT

NAIL + WASHER

TOP OF CONCRETE
T
F

T
F

40 FT
20.

IN TOP OF CULV

54
.
84

STREAM

WOODS
CHISELED 'X'
1
.7
37

CHECK SCOTT MCKAY

CHISELED SQUARE

NAIL + WASHER
24" OAK

WOODS

F
T

CORNER OF

VEWAY
I
GRASS DR

TOP OF LOWER
10" STUMP

USER = jconrad

NAIL + WASHER
TOP OF 8" STUMP

NOT TO SCALE
CB 4 (PHOTO TARGET 204)

NAIL + WASHER

FILE NAM E = 575879_CPH_BLT_2.
DGN

BRUSH

WOODS

1
0
1
.5
2

DRAFTING MICHAEL FORCUCCI

NAIL + WASHER
16" OAK

NAIL + WASHER
2 BOLE STUMP

CB 3

DATE/TIM E = 29-JUN-2022 14:
01

FT

NAIL + WASHER

NOT TO SCALE

NOT TO SCALE

CB 7 (PHOTO TARGET 208)

CB 8

STATION IS A CHISELED "X" IN A RR SPIKE SET IN THE CENTER JOINT OF THE CONCRETE PAVEMENT ON OLD

STATION "CB 7" IS A "MAG" NAIL SET IN AN ASPHALT AREA OF THE WESTBOUND SIDE OF OLD RTE 17.

STATION CB 8 IS A "MAG" NAIL SET FLUSH IN ASPHALT PAVEMENT, IN RADIUS AREA BETWEEN ASPHALT SIDE RD.

RTE 17. IT IS LOCATED WEST OF PHOTO TARGET 208.

IT IS 3.28 FT NORTH OF THE CENTER JOINT. STATION IS ALSO PHOTO TARGET 208.

AND OLD RTE 17. STATION IS 19.03 FT EAST OF THE CL OF SIDE RD. AND 40.35 FT SOUTH OF CL OF OLD RTE 17.

HORIZONTAL: NAD83 (CORS 96)

HORIZONTAL: NAD83 (CORS 96)

HORIZONTAL: NAD83 (CORS 96)

VERTICAL: NAVD88 (GPS DERIVED)

VERTICAL: NAVD88 (GPS DERIVED)

VERTICAL: NAVD88 (GPS DERIVED)

COMBINED FACTOR: 0.99988233327

COMBINED FACTOR: 0.99988233327

COMBINED FACTOR: 0.99988233327

AFFIX SEAL:

ALTERED BY:

ON:

ON:

AS-BUILT REVISIONS

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

DESCRIPTION OF ALTERATIONS:

BRIDGES

CULVERTS

6012230

C510207

OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

BASELINE TIES

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.BLT-2
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

SHEET NO.

FIELDS

WOODS + BRUSH

34
.8
3

NAIL + WASHER IN

NAIL + WASHER 3 FT
UP 14" ASH

NAIL + WASHER IN
TOP OF 10" STUMP

FT
9
.6
28

FT

TOP OF 5" STUMP

NAIL + WASHER TOP OF
3 FT TALL 8" STUMP

AY
OVERL
/ASPH
ETE W
CONCR

FT
NAIL + WASHER
NORTH FACE

TE. 17
OLD R

11
.
36

FT

TE. 17
OLD R

OF 4" STUMP

69
.
60

T
39 F
42.

CONRAD

ETE
CONCR
VERED
LT CO
ASPHA

78.
85
FT

NAIL + WASHER
N. FACE 4" STUMP

FT

05
.
24

BRUSH

NAIL + WASHER TOP
OF 3 FT TALL 12" STUMP

WOODED AREA
NAIL + WASHER 1.0m

UP 11" APPLE
NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

DRAFTING MICHAEL FORCUCCI

CB 11 (PHOTO TARGET 212)

CB 10

CB 9 (PHOTO TARGET 211)
STATION CB 9 IS A MAG NAIL SET FLUSH IN THE ASPHALT COVERED PAVEMENT. CB 9 IS ALSO PHOTO TARGET 211.

STATION CB 10 IS A MAG NAIL SET IN THE ASPHALT OVERLAY OF CONCRETE PAVEMENT. STATION IS 6.89 FT NORTH OF

STATION CB 11 IS A MAG NAIL SET IN THE ASPHALT OVERLAY OF THE CONCRETE PAVEMENT. STATION IS ALSO PHOTO

CB IS 4.27 FT SOUTH OF THE CENTER JOINT OF PAVEMENT.

THE CENTER JOINT OF PAVEMENT. STATION IS WEST OF PHOTO TARGET 212.

TARGET #212. IT IS 3.94 FT SOUTH OF THE CENTER JOINT PAVEMENT.

HORIZONTAL: NAD83 (CORS 96)

HORIZONTAL: NAD83 (CORS 96)

HORIZONTAL: NAD83 (CORS 96)

VERTICAL: NAVD88 (GPS DERIVED)

VERTICAL: NAVD88 (GPS DERIVED)

VERTICAL: NAVD88 (GPS DERIVED)

COMBINED FACTOR: 0.99988233327

COMBINED FACTOR: 0.99988233327

COMBINED FACTOR: 0.99988233327

DITCH W/ WATER
DITCH W/ WATER

OF CONCRETE GUIDE POST

CHECK SCOTT MCKAY

NAIL + WASHER TOP
11" STUMP

BRUSH

T
F

NAIL + WASHER FACE OF
3 FT TALL 8" STUMP

28
.
98

4
.9
0
2

NAIL + WASHER TOP

NAIL + WASHER

8" STUMP

6" ELM

01 FT
37.

37.72 FT

29
.
33

FT

DESIGN DANIIL TATAREVICH

50
.
72

TE. 17
OLD R
FT
VE
RT DRI
DI
NG
SHI
FI

TOP OF CONCRETE
GUIDE POST

TOP OF CONCRETE

33.51 FT

24.19 FT
WATER

ISLAND

NAIL + WASHER
3 BOLE 6" ELM
NAIL + WASHER
3 BOLE 4" ELM

AREA

GUIDE POST

WATER
WATER

RIVER

NOT TO SCALE

NOT TO SCALE
CB #14

CB #13

CB 12
JOB MANAGER SCOTT MCKAY

31.
20 FT

29.90 FT
TE. 17
OLD R

NOT TO SCALE

DESIGN SUPERVISOR SANJAY SINGH

NAIL + WASHER
8" MAPLE

3 BOLE ELM
NAIL + WASHER
12"

NAIL + WASHER
10" ELM

14.
44 FT

65 FT
39.

AY
OVERL
/ASPH
ETE W
CONCR

FT

TE. 17
OLD R

USER = jconrad

FT

10" 2 BOLE ELM

UP 14" POPLAR

NAIL + WASHER 2.0m
UP 5" MAPLE

16
.
65

FT

NAIL + WASHER

NAIL + WASHER 1.7m

DITCH

FILE NAM E = 575879_CPH_BLT_3.
DGN

FT

CONC

69.
41 FT

TE. 17
OLD R

CHECK JENNIFER

22
.
09

ASPH.

32
.
95

MASONRY NAIL IN TOP

DATE/TIM E = 29-JUN-2022 14:
01

19 FT
31.

PROJECT MANAGER SANJAY SINGH

NAIL + WASHER
5" POPLAR

STATION CB 12 IS A MAG NAIL SET IN THE ASPHALT OVERLAY IN THE WESTBOUND LANE OF OLD RTE 17. STATION IS

STATION CB #13 IS A R.R. SPIKE LOCATED IN THE CENTER OF CONCRETE PAVEMENT SLAB. LOCATED EAST OF

7.87 FT NORTH OF THE CENTERJOINT OF PAVEMENT.

TARGET #213.

HORIZONTAL: NAD83 (CORS 96)

HORIZONTAL: NAD83 (CORS 96)

VERTICAL: NAVD88 (GPS DERIVED)

VERTICAL: NAVD88 (GPS DERIVED)

COMBINED FACTOR: 0.99988233327

COMBINED FACTOR: 0.99988233327

AFFIX SEAL:

ALTERED BY:

ON:

ON:

AS-BUILT REVISIONS

STATION CB #14 IS A MAG NAIL LOCATED IN THE ASPH. AREA OF OLD RTE 17. LOCATED 6.56 FT SOUTH OF THE
CENTERLINE OF OLD RTE 17. LOCATED WEST OF TARGET #215.
HORIZONTAL: NAD83 (CORS 96)
VERTICAL: NAVD88 (GPS DERIVED)
COMBINED FACTOR: 0.99988233327

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

DESCRIPTION OF ALTERATIONS:

BRIDGES

CULVERTS

6012230

C510207

OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

BASELINE TIES

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.BLT-3
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

SHEET NO.

PROJECT MANAGER SANJAY SINGH

HEAVY TREES + BRUSH
DRY DITCH

HEAVY TREES + BRUSH

TOP STUMP

10" ELM

53.58 FT

CHECK JENNIFER CONRAD

CONCRETE

. 17
OLD RTE

7.
60 FT

TE. 17
OLD R

54.
12
FT

NAIL + WASHER
8" ELM
T
16 F
49.

18.
82
FT

L
GRAVE
VE
DRI
GRASS

NAIL + WASHER
7" ASH

CHISELED 'X'
76 FT
7.

NAIL + WASHER

10" ELM

NAIL + WASHER 5"

NAIL + WASHER
8" STUMP

NAIL + WASHER

18.75 FT

OLD RTE. 17

68.
68 FT

20.65 FT

37 FT
39.

29.70 FT

24.06 FT

TOP STUMP 6"

65.
89 FT

CHISELED 'X'

STUMP 6"

CONCRETE

NAIL + WASHER
5" ELM

NAIL + WASHER
NAIL + WASHER
HEAVY TREES + BRUSH

ELM 8"

TREES + BRUSH

HEAVY TREES + BRUSH
NOT TO SCALE

CB #15

CB #17

CB #16 (ALSO PHOTO #216)

STATION CB #15 IS A MAG NAIL LOCATED IN THE ASPHALT AREA OF OLD RTE 17. LOCATED 3.28 FT NORTH OF THE
CENTERLINE OF OLD RTE 17. LOCATED WEST OF CULVERT #10.

STATION CB #16 IS A MAG NAIL LOCATED IN THE ASPHALT AREA OF OLD RTE 17, 4.92 FT SOUTH OF THE OLD RTE 17,
LOCATED 39.37 FT EAST OF GRAVEL & GRASS DRIVE LOCATED WEST OF OLD RTE 17 BRIDGE.

HORIZONTAL: NAD83 (CORS 96)

STATION CB #17 IS A R.R. SPIKE LOCATED IN THE CENTER JOINT OF OLD RTE 17, LOCATED WEST OF PHOTO
TARGET #217, WEST OF OLD RTE 17 BRIDGE OVER ALLEGHENY RIVER.
HORIZONTAL: NAD83 (CORS 96)

HORIZONTAL: NAD83 (CORS 96)

VERTICAL: NAVD88 (GPS DERIVED)

HEAVY TREES + BRUSH
NAIL + WASHER
10" MAPLE

VERTICAL: NAVD88 (GPS DERIVED)

VERTICAL: NAVD88 (GPS DERIVED)

COMBINED FACTOR: 0.99988233327

COMBINED FACTOR: 0.99988233327

COMBINED FACTOR: 0.99988233327

NAIL + WASHER
ELM 5"

NAIL + WASHER
4" POPLAR

NAIL + WASHER
5" ELM

NAIL + WASHER
3 BOLE 5" OAK

NAIL + WASHER
7" ELM

NAIL + WASHER
4" POPLAR

30.31 FT

38.12 FT

F
T
FT

FT

60
.
82

75.51 FT

OLD RTE. 17

NAIL + WASHER
4" THORN APPLE
5
8
.3
0

29.
43
FT

32.86 FT

63.47 FT

NAIL + WASHER
4" POPLAR

93
.
37

CHECK SCOTT MCKAY

NOT TO SCALE

VE
RT DRI
DI

DRAFTING MICHAEL FORCUCCI

NOT TO SCALE

OLD RTE. 17

OLD RTE. 17

DESIGN DANIIL TATAREVICH

4.27 FT

51.64 FT
26.42 FT

36.11 FT
NAIL + WASHER
4" STUMP

OPEN FIELD
NOT TO SCALE

NOT TO SCALE

DESIGN SUPERVISOR SANJAY SINGH

USER = jconrad

FILE NAM E = 575879_CPH_BLT_4.
DGN

JOB MANAGER SCOTT MCKAY

CB #18 (ALSO PHOTO #218)

DATE/TIM E = 29-JUN-2022 14:
01

NAIL + WASHER
OAK 6"

NAIL + WASHER
4" STUMP

CB #19 (ALSO PHOTO #220)

STATION CB #18 IS A MAG NAIL LOCATED IN THE ASPHALT AREA 3.94 FT SOUTH OF THE OLD RTE 17, EAST OF
PHOTO "X" #217, WEST OF THE OLD RTE 17 BRIDGE OVER ALLEGHENY RIVER.
HORIZONTAL: NAD83 (CORS 96)
VERTICAL: NAVD88 (GPS DERIVED)
COMBINED FACTOR: 0.99988233327

AFFIX SEAL:

ALTERED BY:

ON:

ON:

NOT TO SCALE

AS-BUILT REVISIONS

CB #20 (ALSO PHOTO #221)

STATION CB #19 IS A MAG NAIL LOCATED IN THE ASPHALT AREA 4.27 FT SOUTH OF THE OLD RTE 17, WEST OF THE

STATION CB #20 IS A MAG NAIL LOCATED IN THE ASPHALT AREA, 4.27 FT SOUTH OF THE OLD RTE 17 , WEST OF

OLD RTE 17 BRIDGE OVER ALLEGHENY RIVER.

THE OLD RTE 17 BRIDGE OVER ALLEGHENY RIVER. ALSO PHOTO "X" #221.

HORIZONTAL: NAD83 (CORS 96)

HORIZONTAL: NAD83 (CORS 96)

VERTICAL: NAVD88 (GPS DERIVED)

VERTICAL: NAVD88 (GPS DERIVED)

COMBINED FACTOR: 0.99988233327

COMBINED FACTOR: 0.99988233327

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

DESCRIPTION OF ALTERATIONS:

BRIDGES

CULVERTS

6012230

C510207

OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

BASELINE TIES

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.BLT-4
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

SHEET NO.

DRIVE

PROJECT MANAGER SANJAY SINGH

HSE

SH RD.
SUNFI

NAIL + WASHER
11" POPLAR

GPS PT. SEN 4

FT

CONC. HW
CHISELED "X" ON STEP

43
.
26

WOODS

CONC. HW

RR TRACKS

15.
26 FT

CHISELED "X" ON STEP

RR TRACKS

25.
07 FT

AY
OVERL
/ASPH
ETE W
CONCR

WEEDS

BRUSH

TO GPS
PT SEN 4

OLD RTE. 17

CHECK JENNIFER CONRAD

T
45 F
42.

61 FT
3.

TE. 17
OLD R

96
.
25

FT

TO 24

TO 22

LAY
CONCRETE W/ASPH OVER

18.37 FT

34
.
55

45
.
29

1
.6
30

NAIL + WASHER
10" THORN APPLE

48.17 FT

TOP CONC.
GUIDE POST

FT

CONC. HW
CHISELED "X" ON STEP

NAIL + WASHER
10" ELM

BRUSH

NAIL + WASHER
13" ELM

NAIL + WASHER
6" ELM

NOT TO SCALE
CB #22

CB 21 (ALSO PHOTO #222)

NAIL + WASHER
12" POPLAR

NAIL + WASHER

NAIL + WASHER

NOT TO SCALE
DRAFTING MICHAEL FORCUCCI

BRUSH

69.89 FT

53.27 FT
62.47 FT

FT

WOODS

OLD RTE. 17

WEEDS + BRUSH

T
F

6" POPLAR

4" POPLAR

WOODS

NOT TO SCALE

CB #23

STATION CB 21 IS A MAG NAIL SET IN THE ASHPALT OVERLAY OF THE CONCRETE PAVEMENT, 3.61 FT SOUTH OF THE

STATION CB #22 IS A MAG NAIL LOCATED IN THE ASPHALT AREA, 7.22 FT NORTH OF OLD RTE 17, LOCATED 22.97 FT

CENTER JOINT OF OLD RTE 17. STATION IS WEST OF THE OLD BRIDGE OVER THE ALLEGHENY RIVER.

EAST OF CULVERT #11, LOCATED WEST OF OLD 17 BRIDGE OVER ALLEGHENY RIVER.

HORIZONTAL: NAD83 (CORS 96)

HORIZONTAL: NAD83 (CORS 96)

VERTICAL: NAVD88 (GPS DERIVED)

VERTICAL: NAVD88 (GPS DERIVED)

COMBINED FACTOR: 0.99988233327

COMBINED FACTOR: 0.99988233327

STATION CB #23 IS A REBAR + PLASTIC CAP (SENECA NATION OF INDIANS) SET FLUSH WITH GROUND, 18.37 FT NORTH OF
THE CENTER OF OLD RTE 17. STATION IS WEST OF THE OLD BRIDGE OVER THE RIVER AND EAST OF PHOTO TARGET 222.
HORIZONTAL: NAD83 (CORS 96)
VERTICAL: NAVD88 (GPS DERIVED)
COMBINED FACTOR: 0.99988233327

SE EDGE OF 4TH

SW EDGE

VERTICAL BEAM

VERTICAL OF 3RD

OF 2ND TRUSS

BEAM OF 2ND TRUSS

(OUTSIDE FLANGE)

(OUTSIDE FLANGE)

RIVER
FLOW

N&W 100mm ASH
FT

CHECK SCOTT MCKAY

CONCRETE CURB

TO CB 23

50
.
07

TO CB 25

FIELDS + BRUSH

DESIGN DANIIL TATAREVICH

7
.1
RTE
OLD

95 FT
20.

24.69 FT

3
0
.4
9

47.33 FT

F
T

JOINT

33.
46 FT

29 FT
45.

38.67 FT

52.87 FT
PHOTO TARGET

MAG NAIL IN CONSTRUCTION

224 (MAG NAIL)

JOINT INTERSECTION

NAIL + WASHER TOP
OF 9" STUMP

MAG NAIL IN CONSTRUCTION
JOINT INTERSECTION
2.20 FT

CHISELED "X" IN S.E.
CORNEROF RAISED
CONCRETE PAVEMENT SLAB

NAIL + WASHER TOP
OF 6" STUMP

BRUSH

FIELDS + BRUSH
WATER

66
.
11

FT

14.29 FT

CONCRETE SIDEWALK

NE EDGE OF 3RD

NW EDGE OF 2ND VERTICAL

VERTICAL BEAM

BEAM (INSIDE FLANGE)

(INSIDE FLANGE)

2ND TRUSS FROM EAST END OF BR.

2ND TRUSS FROM
EAST END OF BR.

NOT TO SCALE

NOT TO SCALE

DESIGN SUPERVISOR SANJAY SINGH

USER = jconrad

FILE NAM E = 575879_CPH_BLT_5.
DGN

DATE/TIM E = 29-JUN-2022 14:
02

JOB MANAGER SCOTT MCKAY

CB #24
STATION CB #24 IS A REBAR + PLASTIC CAP (SENECA NATION OF INDIANS) SET FLUSH IN THE GROUND, NORTH OF THE
EDGE OF PAVEMENT. STATION IS 19.36 FT NORTH OF THE CENTER JOINT OF OLD RTE 17, WEST OF THE BRIDGE AND JUST
EAST OF PHOTO TARGET #224.

ALTERED BY:
ON:

STATION IS A MAG NAIL, 2.06 FT NORTH OF THE RTE 17 JOINT, 328.08 FT +/- EAST OF THE BRIDGE.

SECOND TRUSS FROM THE EAST END OF THE BRIDGE.

HORIZONTAL: NAD83 (CORS 96)

VERTICAL: NAVD88 (GPS DERIVED)

VERTICAL: NAVD88 (GPS DERIVED)

COMBINED FACTOR: 0.99988233327

COMBINED FACTOR: 0.99988233327

ON:

CONTROL POINT #26 (P.T. 227)

STATION IS A MAG NAIL 1.64 FT NORTH OF EDGE OF SIDEWALK OF THE BRIDGE OVER THE ALLEGHENY RIVER, ON THE

HORIZONTAL: NAD83 (CORS 96)

HORIZONTAL: NAD83 (CORS 96)
VERTICAL: NAVD88 (GPS DERIVED)

AFFIX SEAL:

NOT TO SCALE

CONTROL POINT #25

AS-BUILT REVISIONS

COMBINED FACTOR: 0.99988233327

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

DESCRIPTION OF ALTERATIONS:

BRIDGES

CULVERTS

6012230

C510207

OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

BASELINE TIES

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.BLT-5
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

SHEET NO.

TO

E
DG
I
BR

CULVERT
#13

N&W 14"
POPLAR

N&W 36" PINE

N&W 14"

N&W 18"

OAK

OAK
F
T

28
.
23

FT
78
40.

T
F

JO
IN
T

6
.0
5
5

9.
19

35
.1
5
F
T

FT

OAK

JO
IN
T

RT
E.

17

OL
D

FT

RT
E.

OAK

OL
D

N&W 16"

17

N&W 16" DOUBLE
BOLE CHERRY

N&W 14"
OAK

N&W 15"

11 FT
118.

68.
86 F
T

FT

FT

N&W 19"

8
.6
34

CHECK JENNIFER CONRAD

96 FT
57.

9.
51

2.
95

FT
87
51.

N&W 12"
POPLAR

97 FT
77.

FT

8
3.
4
9

71
6.
10

N&W 2 BOLE
16" APPLE

FT

JO
IN
T

PROJECT MANAGER SANJAY SINGH

D
OL

17
E.
RT

OAK

N&W 31"
SPRUCE

DRAFTING MICHAEL FORCUCCI

NOT TO SCALE

NOT TO SCALE

CONTROL POINT #27

NOT TO SCALE
CONTROL POINT #29 (PT #230)

CONTROL POINT #28

STATION IS A REBAR & CAP (SNI) NEAR THE WEST EDGE OF THE STRAIGHT TANGENT OF OLD RTE 17.

STATION IS A REBAR AND (SNI) CAP JUST EAST OF THE EAST EDGE OF PAVEMENT OF OLD RTE 17 AND SOUTH OF

STATION IS A MASON NAIL IN THE SOUTHBOUND LANE OF OLD RTE 17. STATION WAS PREVIOUSLY ESTABLISHED GPS

CULVERT #13.

POINT #230 (PHOTO TARGET).

HORIZONTAL: NAD83 (CORS 96)
VERTICAL: NAVD88 (GPS DERIVED)

HORIZONTAL: NAD83 (CORS 96)

HORIZONTAL: NAD83 (CORS 96)

COMBINED FACTOR: 0.99988233327

VERTICAL: NAVD88 (GPS DERIVED)

VERTICAL: NAVD88 (GPS DERIVED)

COMBINED FACTOR: 0.99988233327

COMBINED FACTOR: 0.99988233327

MAPLE (2 BOLE)

FT

FT

NEW 8"
FT

9.
335
FT

39.
13
FT
N&W 16"

3
.6
30

41
.
43

43.
52 FT

MAPLE
3
2
.2
1

FT

N&W 27"

MAPLE
1
7

NEW 12"
SHAGBARK HICKORY

R
T
E
.

17

NEW 14"
POPLAR

OL
D

O
L
D

RT
E.

T
43 F
62.

WHITE PINE

N&W 8"

T
F

JOB MANAGER SCOTT MCKAY
DESIGN SUPERVISOR SANJAY SINGH

FT

FT
75
60.

F
T

T
20 F
51.

USER = jconrad

FT

4
.2
35

DESIGN DANIIL TATAREVICH

4.
59

N&W 6"
POPLAR

NOT TO SCALE
CONTROL POINT #30

FILE NAM E = 575879_CPH_BLT_6.
DGN

9.
19

CHERRY

NOT TO SCALE

DATE/TIM E = 29-JUN-2022 14:
02

ASH

N&W 9"

OAK

74
.
81

N&W 8"
POPLAR

52
.
90

JOI
NT

NEW 14"

N&W 13"

FT

CHECK SCOTT MCKAY

79
.
40

JO
IN
T

N&W 6"
POPLAR

CONTROL POINT #32

CONTROL POINT #31

STATION IS A MASONRY NAIL IN THE NORTHBOUND LANE OF OLD RTE 17.

HORIZONTAL: NAD83 (CORS 96)

VERTICAL: NAVD88 (GPS DERIVED)

VERTICAL: NAVD88 (GPS DERIVED)

COMBINED FACTOR: 0.99988233327

COMBINED FACTOR: 0.99988233327

ALTERED BY:

ON:

ON:

AS-BUILT REVISIONS

STATION IS A SNI CAP AND REBAR ON THE EAST EDGE OF OLD RTE 17, 13.12 FT +/- NORTH OF PHOTO TARGET #232.

STATION IS A SNI CAP AND REBAR IN THE EAST EDGE OF OLD RTE 17.

HORIZONTAL: NAD83 (CORS 96)

AFFIX SEAL:

NOT TO SCALE

HORIZONTAL: NAD83 (CORS 96)
VERTICAL: NAVD88 (GPS DERIVED)
COMBINED FACTOR: 0.99988233327

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

DESCRIPTION OF ALTERATIONS:

BRIDGES

CULVERTS

6012230

C510207

OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

BASELINE TIES

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.BLT-6
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

SHEET NO.

PROJECT MANAGER SANJAY SINGH

FT

05
.
59
54
.
36

N&W 16"
POPLAR

N&W 14"
POPLAR

38
.
82

47.
78 FT

38 FT
44.

N&W 3 BOLE

N&W 13"

HORNBEAM (13")

POPLAR

FT
5.
91

FT
93
42.

FT

N&W 18"
MAPLE

N&W 13"
OAK

94 FT
45.

N&W 12"
MAPLE

FT

1.
97 F
T

81 FT
31.

JO
IN
T

N&W 14"
OAK

51
.3
5

F
T

17
RT
E.

N&W 22"
DOUBLE OAK

OL
D

N&W 14"
POPLAR

N&W 18" DOUBLE
BOLE OAK

T
00 F
55.

T
F

CHECK JENNIFER CONRAD

3
4
.6
5

FT
1
.5
5
5

9.
19 F
T

N&W 16"
3-BOLE OAK

DRAFTING MICHAEL FORCUCCI

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

CONTROL POINT #34 (PT 234)

CONTROL POINT #33
STATION IS A SNI CAP & REBAR ON THE EAST EDGE OF OLD RTE 17.
HORIZONTAL: NAD83 (CORS 96)
VERTICAL: NAVD88 (GPS DERIVED)

STATION IS A SMALL PK NAIL IN THE NORTHBOUND LANE OF OLD RTE 17.

LANE OF OLD RTE 17.
HORIZONTAL: NAD83 (CORS 96)
HORIZONTAL: NAD83 (CORS 96)

VERTICAL: NAVD88 (GPS DERIVED)

VERTICAL: NAVD88 (GPS DERIVED)

COMBINED FACTOR: 0.99988233327

COMBINED FACTOR: 0.99988233327

CHECK SCOTT MCKAY

JOI
NT

COMBINED FACTOR: 0.99988233327

CONTROL POINT #35

STATION IS A PUNCH MARK IN FLAT ROCK USED FOR PHOTO TARGET #234. POINT IS LOCATED IN THE SOUTHBOUND

N&W 12"
POPLAR
34
.
96

FT

N&W 13"
85 FT
32.

POPLAR

DESIGN DANIIL TATAREVICH

N&W 6"

FT
60
32.

POPLAR
18
.
37

FT

OLD
RTE.
17

N&W 5"
BIRCH

NOT TO SCALE

DESIGN SUPERVISOR SANJAY SINGH

USER = jconrad

FILE NAM E = 575879_CPH_BLT_7.
DGN

DATE/TIM E = 29-JUN-2022 14:
02

JOB MANAGER SCOTT MCKAY

CONTROL POINT #36 (PT 235)
STATION IS A PK NAIL IN THE SOUTHBOUND LANE OF OLD RTE 17. POINT WAS ALSO A PHOTO TARGET 235.
HORIZONTAL: NAD83 (CORS 96)
VERTICAL: NAVD88 (GPS DERIVED)
COMBINED FACTOR: 0.99988233327

AFFIX SEAL:

ALTERED BY:

ON:

ON:

AS-BUILT REVISIONS

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

DESCRIPTION OF ALTERATIONS:

BRIDGES

CULVERTS

6012230

C510207

OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

BASELINE TIES

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.BLT-7
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

SHEET NO.

PROJECT MANAGER SCOTT MCKAY

ITEM 606.10 - BOX BEAM GUIDE RAILING
ITEM 606.100002 - BOX BEAM GUIDE RAILING (SHOP BENT OR SHOP MITERED)
ITEM 606.120201 - BOX BEAM GUIDE RAILING END ASSEMBLY, TYPE IIA
ITEM 646.23 - LARGE DELINEATOR, LARGE SNOWPLOWING MARKER, LARGE SUPPLEMENTARY SNOWPLOWING MARKER PANELS

DESIGN SUPERVISOR SCOTT MCKAY

USER = jconrad

FILE NAM E = 575879_CPH_MST_1

DATE/TIM E = 29-JUN-2022 14:
02

JOB MANAGER MOHAMMAD HAQUE

DESIGN DANIIL TATAREVICH

CHECK MOHAMMAD HAQUE

DRAFTING MICHAEL FORCUCCI

CHECK JENNIFER CONRAD

ITEM 646.32 - STEEL POST, 2.0 LB/FT

AFFIX SEAL:

ALTERED BY:

ON:

ON:

AS-BUILT REVISIONS

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

DESCRIPTION OF ALTERATIONS:

BRIDGES

CULVERTS

6012230

C510207

OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER
UTILITY QUALITY LEVEL D

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

MISCELLANEOUS TABLES

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.MST-1
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

SHEET NO.

GABION WALL HCL

PROJECT MANAGER SANJAY SINGH

c

17'-7"

8"

9'-0"

9'-0"

2'-0"

1'
-0" TO 3'
-0"

18'-0" TRAVELWAY
2'-0"

3'-7"

4
1

GABION WALL TYPICAL SECTION - 1 LEVEL CONFIGURATION

ITEM 203.02 - UNCLASSIFIED
EXCAVATION AND DISPOSAL

CHECK JENNIFER CONRAD

STA. 179+17.07 TO STA. 179+41.07
STA. 183+97.35 TO STA. 210+19.35
STA. 211+03.33 TO STA. 215+59.33

ITEM 207.21 - GEOTEXTILE SEPARATION
ITEM 620.10 - GALVANIZED GABIONS

NOT TO SCALE

GABION WALL HCL
c

18'-3"

DRAFTING MICHAEL FORCUCCI

9'-0"

2'-0"

3'-7"

8"

1'
-6" TO 3'
-0"

18'-0" TRAVELWAY
2'-0"

9'-0"

4

3'
-0"

1

ITEM 207.21 - GEOTEXTILE SEPARATION
ITEM 304.15 - SUBBASE, OPTIONAL TYPE

1

CHECK MICHAEL FORCUCCI

1.5

GABION WALL TYPICAL SECTION - 2 LEVELS CONFIGURATION

ITEM 620.10 - GALVANIZED GABIONS

STA. 179+41.07 TO STA. 179+77.07
STA. 180+61.07 TO STA. 181+57.07
STA. 181+93.07 TO STA. 183+97.35
STA. 210+19.35 TO STA. 211+03.33

ITEM 203.02 - UNCLASSIFIED
EXCAVATION AND DISPOSAL

GABION WALL HCL

NOT TO SCALE
c
18'-3"

9'-0"

9'-0"

2'-0"

3'-7"

8"
8"

1'
-6" TO 3'
-0"

DESIGN DANIIL TATAREVICH

18'-0" TRAVELWAY
2'-0"

NOTES:

4
1

1.

SHEET 554-02, SHEET 2 OF 6, "GEOSYNTHETICALLY REINFORCED
3'
-0"

SOIL SYSTEM WALL SECTION IN CUT."
ITEM 207.21 - GEOTEXTILE SEPARATION

2.

DESIGN SUPERVISOR SANJAY SINGH

USER = jconrad

FILE NAM E = GABION DETAILS

GABION WALL TYPICAL SECTION - 3 LEVELS CONFIGURATION

1
1.5

STA. 179+77.07 TO STA. 180+61.07
STA. 181+57.07 TO STA. 181+93.07

3'
-0"

JOB MANAGER SCOTT MCKAY

ITEM 304.15 - SUBBASE, OPTIONAL TYPE

DATE/TIM E = 29-JUN-2022 14:
02

EXCAVATION SHALL BE DONE IN ACCORDANCE WITH STANDARD

ALTERED BY:

ON:

ON:

H = 3.0 FT

L = 6.0 FT

B.) W = 3.0 FT

H = 1.5 FT

L = 12.0 FT

C.) W = 3.0 FT

H = 1.0 FT

L = 12.0 FT

3.

SEE DWG NO. TYP-01 FOR PAVEMENT SECTION TYPICALS.

4.

LEGEND:

EXCAVATION AND DISPOSAL
ITEM 620.10 - GALVANIZED GABIONS

AFFIX SEAL:

A.) W = 3.0 FT

ITEM 207.21 - GEOTEXTILE SEPARATION

ITEM 203.02 - UNCLASSIFIED

NOT TO SCALE

SIZE OF GABIONS:

AS-BUILT REVISIONS

ITEM 620.10 - GALVANIZED GABIONS

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

DESCRIPTION OF ALTERATIONS:

BRIDGES

CULVERTS

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

6012230
OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER

MISCELLANEOUS DETAILS

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.MSD-01
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

SHEET NO.

PROJECT MANAGER SCOTT MCKAY

ITEM 627.50140008 (TYP.)

LIMITS OF 203.02 - EXCAVATION AND DISPOSAL

DISTANCE VAIRIES ITEM 610.1601 TURF ESTABLISHMENT (WHEN ITEM
FINAL PAVEMENT GRADE

203.02 IS USED)

EXISTING
PAVEMENT

DEPTH VARIES - BRING TO MATCH SURROUNDING LINE AND GRADE

FINAL PAVEMENT GRADE

SURFACE

4" - ITEM 203.03 - EMBANKMENT IN PLACE (FOR DIRT TRAILS)
6" - ITEM 304.15 - SUBBASE, OPTIONA TYPE (FOR NON-DIRT TRAILS)

MATCH EXISTING LINE
CHECK JENNIFER CONRAD

AND GRADE
EXISTING
GROUND

PAVEMENT SECTION (SEE TYPICAL SECTIONS)
PROPOSED PIPE

MATCH PROPOSED DITCH INVERT AND SLOPE

PROPOSED PIPE

TO FACILITATE DRAINAGE
ITEM 203.02
1

DRAFTING MICHAEL FORCUCCI

1.5
4"
MATCH DITCH INVERT

4"
VARIES BASED ON EXISTING DITCH
BOTTOM WIDTH AND PIPE DIAMETER

SLOPE LAY BACK FOR EXCAVATION

ITEM 203.07 - SELECT GRANULAR FILL

DEPTHS EXCEEDING 5'

VARIES BASED ON PIPE DIAMETER
LESSER BETWEEN D+4' AND 3D

TRAIL PIPE DETAIL
FOR USE WHERE PROPOSED DITCH CROSSES TRAILS

CHECK MOHAMMAD HAQUE

NOT TO SCALE
LIMITS OF ITEM 203.07 - SELECT GRANULAR FILL

CROSS PIPE DETAIL

DESIGN SUPERVISOR SCOTT MCKAY

USER = jconrad

FILE NAM E = 575879_CPH_MSD-X

DATE/TIM E = 29-JUN-2022 14:
02

JOB MANAGER MOHAMMAD HAQUE

DESIGN DANIIL TATAREVICH

FOR USE WHEN PIPES ARE PLACED ACROSS MAINLINE AND SIDE ROADS
NOT TO SCALE

AFFIX SEAL: MARK CASTONGUAY, P.E.

ALTERED BY:

ON:

ON:

29-JUN-2022 14:02

AS-BUILT REVISIONS

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

DESCRIPTION OF ALTERATIONS:

BRIDGES

CULVERTS

6012230

C510207

OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER
UTILITY QUALITY LEVEL D

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

MISCELLANEOUS DETAILS

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.MSD-2
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

SHEET NO.

ASPHALT ENDS

GRAVEL BEGINS

PVT 104+28.
71

ELEV 1359.
54

ELEV 1359.
59

PVI 104+16.
21

ELEV 1359.
30

PVC 104+03.
71

ITEM 627.50140008 - CUTTING
PAVEMENT (FULL DEPTH)

ITEM 203.02 - UNCLASSIFIED
EXCAVATION AND DISPOSAL

ITEM 404.098201 - 9.5 F2 TOP COURSE
WMA, 80 SERIES COMPACTION - 2"
ITEM 404.258901 - 25 F9 BINDER COURSE
WMA, 80 SERIES COMPACTION - 4"

ITEM 627.50140008 - CUTTING
PAVEMENT (FULL DEPTH)

ITEM 304.15 - SUBBASE COURSE,
OPTIONAL TYPE - 12"

ASPHALT ENDS

PROJECT ENDS

PVT 415+08.
44

ELEV 1365.
09

PVI 414+97.
94

ELEV 1364.
76

ITEM 203.02 - UNCLASSIFIED
EXCAVATION AND DISPOSAL

TRANSITION FROM GRAVEL SECTION TO ASPHALT BRIDGE APPROACH
NOT TO SCALE
EXISTING
PAVEMENT

17%
+3.
18"

80%
+0.

ELEV 1364.
67

ITEM 203.03 - EMBANKMENT IN PLACE

PVC 414+87.
44

ELEV 1364.
14

PVT 414+21.
16

ELEV 1364.
04

ASPHALT BEGINS

PVI 414+08.
66

PVC 413+96.
16

ELEV 1363.
74

GRAVEL ENDS

TRANSITION TO GRAVEL SECTION
NOT TO SCALE

CHECK MOHAMMAD HAQUE

ELEV 1342.
38

PVI 287+72.
31

15"

PAVEMENT

ITEM 203.03 - EMBANKMENT IN PLACE

DRAFTING MICHAEL FORCUCCI

ELEV 1342.
74

EXISTING

ITEM 304.15 - SUBBASE COURSE,
OPTIONAL TYPE - 12"

ITEM 203.03 - EMBANKMENT IN PLACE

324+55.
12

GRAVEL BEGINS

ASPHALT ENDS,

PVI 324+08.
64

PAVEMENT

ELEV 1350.
24

EXISTING

ELEV 1349.
81

WMA, 80 SERIES COMPACTION - 4"
ITEM 304.15 - SUBBASE COURSE,
OPTIONAL TYPE - 12"

HIGH 323+78.
76

ITEM 627.50140008 - CUTTING
PAVEMENT (FULL DEPTH)

ITEM 404.258901 - 25 F9 BINDER COURSE

ELEV 1349.
57

ITEM 404.098201 - 9.5 F2 TOP COURSE
WMA, 80 SERIES COMPACTION - 2"

PVC 323+08.
63

15"

DESIGN DANIIL TATAREVICH

40%
+2.

ITEM 627.50140008 - CUTTING
PAVEMENT (FULL DEPTH)
JOB MANAGER MOHAMMAD HAQUE

-0.
36%

ITEM 404.258901 - 25 F9 BINDER COURSE
WMA, 80 SERIES COMPACTION - 4"

ITEM 627.50140008 - CUTTING
PAVEMENT (FULL DEPTH)

PVC 286+72.
31

ITEM 404.098201 - 9.5 F2 TOP COURSE
WMA, 80 SERIES COMPACTION - 2"

286+56.
90

CHECK JENNIFER CONRAD

18"

15"

-1.
04%

ASPHALT BEGINS

-0.
45%

37%
+2.

GRAVEL ENDS,

ELEV 1358.
03

PVT 103+50.
18

ELEV 1357.
74

ASPHALT BEGINS
ELEV 1357.
87

PVI 103+38.
18

PROJECT BEGINS
PVC 103+26.
18

PROJECT MANAGER SCOTT MCKAY

EXISTING
PAVEMENT

67%
+0.

ITEM 203.02 - UNCLASSIFIED
EXCAVATION AND DISPOSAL

ITEM 404.098201 - 9.5 F2 TOP COURSE
WMA, 80 SERIES COMPACTION - 2"

TRANSITION FROM GRAVEL SECTION
NOT TO SCALE

ITEM 404.258901 - 25 F9 BINDER COURSE
WMA, 80 SERIES COMPACTION - 4"
ITEM 627.50140008 - CUTTING
PAVEMENT (FULL DEPTH)

ITEM 304.15 - SUBBASE COURSE,
OPTIONAL TYPE - 12"
ITEM 203.03 - EMBANKMENT IN PLACE

AFFIX SEAL:

ALTERED BY:

ON:

ON:

ITEM 203.02 - UNCLASSIFIED
EXCAVATION AND DISPOSAL

DESIGN SUPERVISOR SCOTT MCKAY

USER = jconrad

FILE NAM E = 575879_CPH_MSD-3

DATE/TIM E = 29-JUN-2022 14:
02

TRANSITION FROM ASPHALT BRIDGE APPROACH TO GRAVEL SECTION
NOT TO SCALE

AS-BUILT REVISIONS

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

DESCRIPTION OF ALTERATIONS:

BRIDGES

CULVERTS

6012230

C510207

OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER
UTILITY QUALITY LEVEL D

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

MISCELLANEOUS DETAILS

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.MSD-3
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

SHEET NO.

EXCAVATION

ITEM

ITEM

203.02

203.03

C
T

F
T

31,000 CY

10,600 CY

SOURCE
T
E

C
R

T
U

ORIGINAL SURFACE
ORIGINAL SURFACE
C
A
SUBGRADE SURFACE

CX

DRAFTING MICHAEL FORCUCCI

CHECK JENNIFER CONRAD

PROJECT MANAGER SCOTT MCKAY

SUMMARY OF EARTHWORK
(ITEMS 203.02 AND 203.03 ONLY)

C AND/OR C
E
R
F
C

C OR F
B
B

C
G

SUBGRADE SURFACE

C OR F
S
S

C
O

FILL SECTION

CUT SECTION
TOTALS

31,000 CY

10,600 CY

SUMMARY OF TRENCH AND CULVERT EXCAVATION
(ITEM 206.0201 ONLY)
EXCAVATION
SOURCE
NON-ROCK

ITEM
206.0201

CHECK MOHAMMAD HAQUE

ROCK

DEFINITIONS:

DEFINITIONS:

C - EXCAVATION FOR REQUIRED BENCHING, (BOTH LONGITUDINAL AND TRANSVERSE).
B

F - FILL REQUIRED TO REPLACE BENCHES.
B

C - EXCAVATION FOR SUBGRADE IMPROVEMENT.
G

F - FILL REQUIRED TO REPLACE TOPSOIL REMOVED BENEATH EMBANKMENTS.
S

C - EXCAVATION FROM CUT SLOPE NECESSARY TO PLACE SLOPE PROTECTION.
P

F - FILL REQUIRED TO COMPLETE EMBANKMENT TO SUBGRADE SURFACE AND SIDE-SLOPES
AFTER FOUNDATION IS PREPARED.

C - PORTION OF CUT ASSUMED TO BE EARTH SUITABLE FOR EMBANKMENT CONSTRUCTION, EXCLUDING C AND C .
E
G
P

F - (F + F + F) TOTAL FILL REQUIRED.
S
B
T

T - (C + C + C + C ) TOTAL EARTH EXCAVATION ASSUMED SUITABLE FOR EMBANKMENT CONSTRUCTION.
B
G
P
E
E

T - (T x F + C x F ) THE VOLUME WHICH THE SUITABLE EXCAVATED MATERIAL
R
A
E
R
E
COULD OCCUPY IN EMBANKMENT.

DESIGN DANIIL TATAREVICH

C - EXCAVATION OF TOPSOIL (UNSUITABLE MATERIAL) IN CUT.
A
C - EXCAVATION OF TOPSOIL (UNSUITABLE MATERIAL) UNDER EMBANKMENT.
S

F - SHRINKAGE FACTOR FOR EARTH
E

C - EXCAVATION OF UNSUITABLE MATERIAL IN CUT: SWAMP OR DUMP
X

F - SWELL FACTOR FOR ROCK
R

C - EXCAVATION OF UNSUITABLE MATERIAL BENEATH EMBANKMENT: SWAMP OR DUMP
O
T - (C + C + C + C ) TOTAL EXCAVATION ASSUMED UNSUITABLE FOR EMBANKMENT CONSTRUCTION.
U
O
X
S
A

NOTES:
C - PORTION OF CUT ASSUMED TO BE ROCK, INCLUDING C IF APPLICABLE.
G
R
THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT
THESE TABLES ARE ESTIMATED, AND ARE PROVIDED FOR THE
PURPOSE OF PREPARING AN ESTIMATE. THEY ARE NOT TO BE
CONSTRUED AS BEING EXACT. THEY ARE INTENDED TO QUANTIFY
AND QUALIFY THE NATURE OF THE WORK TO BE PERFORMED.
SIGNIFICANT DIFFERENCE FROM THIS REPRESENTATION, WHEN
ENCOUNTERED DURING THE ACTUAL WORK, WILL BE HANDLED
ACCORDING TO THE SPECIFICATIONS GOVERNING THIS PROJECT.

JOB MANAGER MOHAMMAD HAQUE

C - (T + T + C ) TOTAL EXCAVATION.
E
R
T
U

203.02

UNCLASSIFIED EXCAVATION AND DISPOSAL

203.03

EMBANKMENT IN PLACE

206.0201 TRENCH AND CULVERT EXCAVATION

DESIGN SUPERVISOR SCOTT MCKAY

USER = jconrad

TOTALS
DATE/TIM E = 29-JUN-2022 14:
02

FILE NAM E = 575879_CPH_ES-01.
dgn

P

AS-BUILT REVISIONS

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

DESCRIPTION OF ALTERATIONS:
OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER
UTILITY QUALITY LEVEL D

BRIDGES

CULVERTS

6012230

C510207

ALL DIMENSIONS IN ydr UNLESS OTHERWISE NOTED

CONTRACT NUMBER

EARTHWORK SUMMARY SHEET

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.ES-01
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

SHEET NO.

ROCK

TOTAL
EXCAVATION

UNSUITABLE EXCAVATION

LOCATION
(STATION TO STATION)

C
B

C
G

C

P

C
E

T

E

C
R

C

A

C
X

C
S

C
O

T
U

C
T

EMBANKMENT

F
B

F
S

F

F
T

DESIGN SUPERVISOR SCOTT MCKAY

USER = jconrad

FILE NAM E = 575879_CPH_ES-02.
dgn

DATE/TIM E = 29-JUN-2022 14:
02

JOB MANAGER MOHAMMAD HAQUE

DESIGN DANIIL TATAREVICH

CHECK MOHAMMAD HAQUE

DRAFTING MICHAEL FORCUCCI

CHECK JENNIFER CONRAD

PROJECT MANAGER SCOTT MCKAY

SUITABLE EXCAVATION
SUBDIVISION
NO.

TOTALS

FOR DEFINITIONS AND NOTES SEE DWG. ES-1

AS-BUILT REVISIONS

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

DESCRIPTION OF ALTERATIONS:
OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER
UTILITY QUALITY LEVEL D

BRIDGES

CULVERTS

6012230

C510207

ALL DIMENSIONS IN ydr UNLESS OTHERWISE NOTED

CONTRACT NUMBER

EARTHWORK SUMMARY SHEET

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.ES-02
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

SHEET NO.

PROJECT MANAGER SCOTT MCKAY

PROJECT WORK LIMITS, ASPHALT TRANSITION
TO GRAVEL SECTION BEGINS
STA. 103+26.18

CHECK JENNIFER CONRAD

ITEM 621.01 - CLEANING CULVERTS WITH SPAN OF
50 IN. OR LESS - 62 FT

ASPHALT ENDS, GRAVEL BEGINS
STA. 104+28.71

PI

POB

100+00.
00

103+69.
16

THE

THE

THE

MATCH TO GNP-2

DRAFTING MICHAEL FORCUCCI

THE

CHECK MOHAMMAD HAQUE

100+00

101+00

102+00

105+00

104+00

103+00

THE

DESIGN DANIIL TATAREVICH

THE

THE

LEGEND
LT FENCE, TEMP.
13 - SI
TEM 209.
I

JOB MANAGER MOHAMMAD HAQUE

1003 - SEED AND MULCH, TEMP.
TEM 209.
I

AFFIX SEAL:
ON:

ALTERED BY:
ON:
20

0

20

40

60

80'

DESIGN SUPERVISOR SCOTT MCKAY

USER = mforcucci

FILE NAM E = 575879_CPH_GNP_01

DATE/TIM E = 01-JUL-2022 13:
27

1" = 40'

AS-BUILT REVISIONS
DESCRIPTION OF ALTERATIONS:

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

BRIDGES
6012230

CULVERTS
C510207

OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER
UTILITY QUALITY LEVEL D

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

GENERAL PLAN

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.GNP-1
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

SHEET NO.

PROJECT MANAGER SCOTT MCKAY
DRAFTING MICHAEL FORCUCCI

CHECK JENNIFER CONRAD

THE

THE

JOB MANAGER MOHAMMAD HAQUE

DESIGN DANIIL TATAREVICH

THE

111+00

110+00

109+00

108+00

107+00

106+00

MATCH TO GNP-3

MATCH TO GNP-1

CHECK MOHAMMAD HAQUE

THE

THE

THE

AFFIX SEAL:
ON:

ALTERED BY:
ON:
20

0

20

40

60

80'

DESIGN SUPERVISOR SCOTT MCKAY

USER = mforcucci

FILE NAM E = 575879_CPH_GNP_02

DATE/TIM E = 01-JUL-2022 13:
27

1" = 40'

AS-BUILT REVISIONS
DESCRIPTION OF ALTERATIONS:

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

BRIDGES
6012230

CULVERTS
C510207

OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER
UTILITY QUALITY LEVEL D

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

GENERAL PLAN

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.GNP-2
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

SHEET NO.

PROJECT MANAGER SCOTT MCKAY
CHECK JENNIFER CONRAD

MATCH TO GNP-2

112+00

113+00

THE

114+00

THE

115+00

116+00

THE

THE

JOB MANAGER MOHAMMAD HAQUE

DESIGN DANIIL TATAREVICH

PI
72
111+25.

CHECK MOHAMMAD HAQUE

THE

MATCH TO GNP-4

DRAFTING MICHAEL FORCUCCI

THE

AFFIX SEAL:
ON:

ALTERED BY:
ON:
20

0

20

40

60

80'

DESIGN SUPERVISOR SCOTT MCKAY

USER = mforcucci

FILE NAM E = 575879_CPH_GNP_03

DATE/TIM E = 01-JUL-2022 13:
27

1" = 40'

AS-BUILT REVISIONS
DESCRIPTION OF ALTERATIONS:

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

BRIDGES
6012230

CULVERTS
C510207

OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER
UTILITY QUALITY LEVEL D

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

GENERAL PLAN

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.GNP-3
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

SHEET NO.

PROJECT MANAGER SCOTT MCKAY
CHECK JENNIFER CONRAD

INVERT: 1353.1253'

ITEM 603.7303 - REINFORCED CONCRETE
PIPE END SECTION 18 INCH DIAMETER

THE

117+00

THE

118+00

119+00

THE

120+00

THE

121+00

122+00

THE

JOB MANAGER MOHAMMAD HAQUE

DESIGN DANIIL TATAREVICH

THE

INVERT: 1352.5732'

AFFIX SEAL:
ON:

MATCH TO GNP-5

CHECK MOHAMMAD HAQUE

ITEM 603.7403 - REINFORCED CONCRETE
PIPE, CLASS II, 18 INCH DIAMETER - 54 FT

MATCH TO GNP-3

DRAFTING MICHAEL FORCUCCI

INVERT: 1352.9828'

ITEM 603.7303 - REINFORCED CONCRETE
PIPE END SECTION 18 INCH DIAMETER

ALTERED BY:
ON:
20

0

20

40

60

80'

DESIGN SUPERVISOR SCOTT MCKAY

USER = mforcucci

FILE NAM E = 575879_CPH_GNP_04

DATE/TIM E = 01-JUL-2022 13:
27

1" = 40'

AS-BUILT REVISIONS
DESCRIPTION OF ALTERATIONS:

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

BRIDGES
6012230

CULVERTS
C510207

OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER
UTILITY QUALITY LEVEL D

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

GENERAL PLAN

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.GNP-4
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

SHEET NO.

PROJECT MANAGER SCOTT MCKAY

INVERT: 1355.5074'

124+00

125+00

THE

126+00

THE

127+67.
68

PI

123+00

THE

128+00

127+00

THE

MATCH TO GNP-6

THE

JOB MANAGER MOHAMMAD HAQUE

DESIGN DANIIL TATAREVICH

CHECK MOHAMMAD HAQUE

THE

MATCH TO GNP-4

DRAFTING MICHAEL FORCUCCI

CHECK JENNIFER CONRAD

INVERT: 1359.4175'

INVERT: 1359.3929'
INVERT: 1355.5216'

AFFIX SEAL:
ON:

ALTERED BY:
ON:
20

0

20

40

60

80'

DESIGN SUPERVISOR SCOTT MCKAY

USER = mforcucci

FILE NAM E = 575879_CPH_GNP_05

DATE/TIM E = 01-JUL-2022 13:
27

1" = 40'

AS-BUILT REVISIONS
DESCRIPTION OF ALTERATIONS:

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

BRIDGES
6012230

CULVERTS
C510207

OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER
UTILITY QUALITY LEVEL D

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

GENERAL PLAN

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.GNP-5
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

SHEET NO.

PROJECT MANAGER SCOTT MCKAY

INVERT: 1357.6959'

INVERT: 1356.9516'

INVERT: 1357.3388'

ITEM 603.7303 - REINFORCED CONCRETE PIPE
END SECTION 18 INCH DIAMETER

129+00

130+00

131+00

132+00

DESIGN DANIIL TATAREVICH
JOB MANAGER MOHAMMAD HAQUE
DESIGN SUPERVISOR SCOTT MCKAY

USER = mforcucci

FILE NAM E = 575879_CPH_GNP_06

134+00

THE

THE

THE

ITEM 603.7403 - REINFORCED CONCRETE PIPE,
CLASS II, 18 INCH DIAMETER - 43 FT

ITEM 603.7303 - REINFORCED CONCRETE PIPE
END SECTION 18 INCH DIAMETER

INVERT: 1357.7529'

AFFIX SEAL:
ON:

ALTERED BY:
ON:

20

DATE/TIM E = 01-JUL-2022 13:
27

133+00

MATCH TO GNP-7

CHECK MOHAMMAD HAQUE

THE

THE

THE

MATCH TO GNP-5

DRAFTING MICHAEL FORCUCCI

CHECK JENNIFER CONRAD

INVERT: 1357.8113'

0

20

40

60

80'

1" = 40'

AS-BUILT REVISIONS
DESCRIPTION OF ALTERATIONS:

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

BRIDGES
6012230

CULVERTS
C510207

OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER
UTILITY QUALITY LEVEL D

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

GENERAL PLAN

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.GNP-6
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

SHEET NO.

PROJECT MANAGER SCOTT MCKAY
DRAFTING MICHAEL FORCUCCI

CHECK JENNIFER CONRAD

135+00

136+00

137+00

138+00

139+00

THE

THE

JOB MANAGER MOHAMMAD HAQUE

DESIGN DANIIL TATAREVICH

THE

INVERT: 1356.1384'

AFFIX SEAL:
ON:

ALTERED BY:
ON:

DESIGN SUPERVISOR SCOTT MCKAY

USER = mforcucci

FILE NAM E = 575879_CPH_GNP_07

20

DATE/TIM E = 01-JUL-2022 13:
27

MATCH TO GNP-8

MATCH TO GNP-6

CHECK MOHAMMAD HAQUE

THE

THE

THE

0

20

40

60

80'

1" = 40'

AS-BUILT REVISIONS
DESCRIPTION OF ALTERATIONS:

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

BRIDGES
6012230

CULVERTS
C510207

OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER
UTILITY QUALITY LEVEL D

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

GENERAL PLAN

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.GNP-7
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

SHEET NO.

PROJECT MANAGER SCOTT MCKAY

NFORCED CONCRETE
7303 - REI
TEM 603.
I
AMETER
NCH DI
ON 18 I
PE END SECTI
PI

INVERT: 1355.7246'

CHECK JENNIFER CONRAD

PE,
NFORCED CONCRETE PI
7403 - REI
TEM 603.
I
AMETER - 32 FT
NCH DI
, 18 I
I
CLASS I

INVERT: 1355.5074'
INVERT: 1355.1302'
THE

DRAFTING MICHAEL FORCUCCI

PE,
NFORCED CONCRETE PI
7404 - REI
TEM 603.
I
AMETER - 54 FT
NCH DI
, 21 I
I
CLASS I
INVERT: 1355.5039'

THE

THE

CHECK MOHAMMAD HAQUE

140+00

141+00

142+00

143+00

144+00

145+00

THE

THE

DESIGN DANIIL TATAREVICH

MATCH TO GNP-9

MATCH TO GNP-7

JOB MANAGER MOHAMMAD HAQUE

NFORCED CONCRETE
7304 - REI
TEM 603.
I
AMETER
NCH DI
ON 21 I
PE END SECTI
PI

NFORCED CONCRETE
7303 - REI
TEM 603.
I
AMETER
NCH DI
ON 18 I
PE END SECTI
PI

INVERT: 1355.3885'

PES
NG PI
STI
EXI
TO BE REMOVED
THE
INVERT: 1354.3302'

NFORCED CONCRETE
7304 - REI
TEM 603.
I
AMETER
NCH DI
ON 21 I
PE END SECTI
PI

AFFIX SEAL:
ON:

ALTERED BY:
ON:
20

0

20

40

60

80'

DESIGN SUPERVISOR SCOTT MCKAY

USER = mforcucci

FILE NAM E = 575879_CPH_GNP_08

DATE/TIM E = 01-JUL-2022 13:
27

1" = 40'

AS-BUILT REVISIONS
DESCRIPTION OF ALTERATIONS:

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

BRIDGES
6012230

CULVERTS
C510207

OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER
UTILITY QUALITY LEVEL D

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

GENERAL PLAN

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.GNP-8
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

SHEET NO.

PROJECT MANAGER SCOTT MCKAY
CHECK JENNIFER CONRAD

INVERT: 1341.5847'

THE

ITEM 606.120201
QUANTITY: 1 EA
STA. 149+31.20 = STA. SA 1+18.77

ITEM 606.120201
QUANTITY: 1 EA
00
151+

146+00

147+00

THE

DESIGN DANIIL TATAREVICH

ITEM 606.100002
QUANTITY: 78 LF

ITEM 606.120201
QUANTITY: 1 EA

THE

PI
88
.
150+19

TCE

INVERT: 1333.6567'

SA 0+00

JOB MANAGER MOHAMMAD HAQUE
DESIGN SUPERVISOR SCOTT MCKAY

ITEM 606.120201
QUANTITY: 1 EA

ITEM 606.10
QUANTITY: 84 LF

PROPOSED GRAVEL PAY LIMIT
STA. SA 1+46.22
PI
SA 0+00.
00

USER = mforcucci

150+00

SA 1+00

THE

TCE

FILE NAM E = 575879_CPH_GNP_09

149+00

148+00

INVERT: 1334.9654'

AFFIX SEAL:
ON:

ALTERED BY:
ON:

20

DATE/TIM E = 01-JUL-2022 13:
27

SA 1+19

CHECK MOHAMMAD HAQUE

THE

PI
SA 1+18.
77

MATCH
TO

GNP-8

THE

MATCH TO GNP-10

DRAFTING MICHAEL FORCUCCI

PC
145+8
9.
88

ITEM 606.10
QUANTITY: 126 LF

0

20

40

60

80'

1" = 40'

AS-BUILT REVISIONS
DESCRIPTION OF ALTERATIONS:

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

BRIDGES
6012230

CULVERTS
C510207

OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER
UTILITY QUALITY LEVEL D

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

GENERAL PLAN

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.GNP-9
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

SHEET NO.

PROJECT MANAGER SCOTT MCKAY

INVERT: 1331.9291'

PT
88
154+30.

THE

GN
P-0
9

DRAFTING MICHAEL FORCUCCI

CHECK JENNIFER CONRAD

INVERT: 1332.7174'

THE

MATCH TO GNP-11

MA
TC
H

TO

THE

152+00

CHECK MOHAMMAD HAQUE

153+00

156+00

155+00

154+00

THE

THE

DESIGN DANIIL TATAREVICH

THE

JOB MANAGER MOHAMMAD HAQUE

INVERT: 1339.3755'

INVERT: 1333.3327'

AFFIX SEAL:
ON:

ALTERED BY:
ON:

DESIGN SUPERVISOR SCOTT MCKAY

USER = mforcucci

FILE NAM E = 575879_CPH_GNP_10

DATE/TIM E = 01-JUL-2022 13:
28

20

0

20

40

60

80'

1" = 40'

AS-BUILT REVISIONS
DESCRIPTION OF ALTERATIONS:

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

BRIDGES
6012230

CULVERTS
C510207

OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER
UTILITY QUALITY LEVEL D

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

GENERAL PLAN

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.GNP-10
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

SHEET NO.

PROJECT MANAGER SCOTT MCKAY

PI
159+46.
51
157+00

THE

158+00

159+00

DESIGN DANIIL TATAREVICH
JOB MANAGER MOHAMMAD HAQUE
DESIGN SUPERVISOR SCOTT MCKAY

USER = mforcucci

FILE NAM E = 575879_CPH_GNP_11

161+00

162+00

THE

ITEM 606.120201 - BOX BEAM GUIDE
RAIL END ASSEMBLY, TYPE IIA

THE

ITEM 606.10 - BOX BEAM GUIDE RAIL - 582'

ALTERED BY:
ON:

20

DATE/TIM E = 01-JUL-2022 13:
28

160+00

THE

AFFIX SEAL:
ON:

THE

MATCH TO GNP-12

CHECK MOHAMMAD HAQUE

THE

MATCH TO GNP-10

DRAFTING MICHAEL FORCUCCI

CHECK JENNIFER CONRAD

INVERT: 1340.0071

0

20

40

60

80'

1" = 40'

AS-BUILT REVISIONS
DESCRIPTION OF ALTERATIONS:

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

BRIDGES
6012230

CULVERTS
C510207

OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER
UTILITY QUALITY LEVEL D

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

GENERAL PLAN

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.GNP-11
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

SHEET NO.

PROJECT MANAGER SCOTT MCKAY

ITEM 606.120201 - BOX BEAM GUIDE RAIL
END ASSEMBLY, TYPE IIA

ITEM 606.120201 - BOX BEAM GUIDE RAIL
END ASSEMBLY, TYPE IIA

ITEM 606.10 - BOX BEAM GUIDE RAIL - 582'

THE
ITEM 603.7302 - REINFORCED CONCRETE PIPE
END SECTIONS 15 IN DIAMETER

THE

THE

163+00

164+00

165+00

THE

DESIGN DANIIL TATAREVICH

CHECK MOHAMMAD HAQUE

INVERT: 1334.3253'

166+00

167+00

168+00

MATCH TO GNP-13

DRAFTING MICHAEL FORCUCCI

CHECK JENNIFER CONRAD

INVERT: 1334.5512'

MATCH TO GNP-11

JOB MANAGER MOHAMMAD HAQUE

ITEM 606.120201 - BOX BEAM GUIDE RAIL
END ASSEMBLY, TYPE IIA

ITEM 606.10 - BOX BEAM GUIDE RAIL - 72'

THE

INVERT: 1337.1745'
THE

ITEM 603.7402 - REINFORCED CONCRETE PIPE,
CLASS II, 15 INCH DIAMETER (MATCH SLOPE
AND INVERT OF PROPOSED DITCH)

ITEM 606.120201 - BOX BEAM GUIDE RAIL
END ASSEMBLY, TYPE IIA

INVERT: 1334.6119'

ITEM 606.10 - BOX BEAM GUIDE RAIL - 174'

AFFIX SEAL:
ON:

ALTERED BY:
ON:
20

0

20

40

60

80'

DESIGN SUPERVISOR SCOTT MCKAY

USER = mforcucci

FILE NAM E = 575879_CPH_GNP_12

DATE/TIM E = 01-JUL-2022 13:
28

1" = 40'

AS-BUILT REVISIONS
DESCRIPTION OF ALTERATIONS:

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

BRIDGES
6012230

CULVERTS
C510207

OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER
UTILITY QUALITY LEVEL D

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

GENERAL PLAN

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.GNP-12
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

SHEET NO.

PROJECT MANAGER SCOTT MCKAY
CHECK JENNIFER CONRAD

ITEM 603.7303 - REINFORCED CONCRETE PIPE
END SECTION 18 INCH DIAMETER

THE

THE

169+00

170+00

THE

171+00

THE

172+00

MATCH TO GNP-14

173+00

DESIGN DANIIL TATAREVICH

THE

PC
173+46.
90

DRAFTING MICHAEL FORCUCCI

ITEM 603.7403 - REINFORCED CONCRETE PIPE,
CLASS II, 18 INCH DIAMETER

MATCH TO GNP-12

CHECK MOHAMMAD HAQUE

ITEM 603.7303 - REINFORCED CONCRETE PIPE
END SECTION 18 INCH DIAMETER

THE

ITEM 603.7303 - REINFORCED CONCRETE PIPE
END SECTION 18 INCH DIAMETER

JOB MANAGER MOHAMMAD HAQUE

ITEM 603.7403 - REINFORCED CONCRETE PIPE,
CLASS II, 18 INCH DIAMETER

ITEM 603.7303 - REINFORCED CONCRETE PIPE
END SECTION 18 INCH DIAMETER

INVERT: 1334.4974'

AFFIX SEAL:
ON:

ALTERED BY:
ON:

DESIGN SUPERVISOR SCOTT MCKAY

USER = mforcucci

FILE NAM E = 575879_CPH_GNP_13

20

DATE/TIM E = 01-JUL-2022 13:
28

ITEM 606.120201 - BOX BEAM GUIDE RAIL
END ASSEMBLY, TYPE IIA

ITEM 606.10 - BOX BEAM GUIDE RAIL - 174'

0

20

40

60

80'

1" = 40'

AS-BUILT REVISIONS
DESCRIPTION OF ALTERATIONS:

PIN 5758.79

OLD ROUTE 17, BUNKER HILL RD TO BREEDS RUN ROAD

BRIDGES
6012230

CULVERTS
C510207

OLD ROUTE 17 (BIN 6012230) OVER ALLEGHENY RIVER
UTILITY QUALITY LEVEL D

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

GENERAL PLAN

ALLEGHENY SENECA NATION INDIAN RESERVATION

DRAWING NO.GNP-13
TOWN OF COLD SPRING, RED HOUSE AND SALAMANCA
COUNTY: CATTARAUGUS

REGION: 05

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
SHALL STAM

[Text truncated at 120,000 characters. The full text is on the page linked above.]

---

Source: Frix Law Library, https://www.frixlaw.com/law-library/documents/tribal%3Aseneca_nation%3A512e4989746c3bb3. Public record. Not legal advice.