BBN_Laurel_Hill_Plans_Post-100__20150710_Bid_doc.pdf
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- W912DS-15-B-0012
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C-504
C-503
C-502
C-501
C-108
C-107
C-106
C-105
C-104
C-103
C-102
C-101
RR-001
G-002
G-001
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LOCATION PLAN
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CONNECTICUT
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MASSACHUSETTS
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SCALE IN MILES
C J
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A S
INDEX TO DRAWINGS
TITLE
NO.
SHEET
REF. NO.
SHEET
60 0 60 120
IN
D
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P l o t a t e
VAULT 2 & VAULT 3 - PLAN AND SECTIONS
VAULT 1 - PLAN AND SECTIONS
WATER RELOCATION DETAILS
STORM DRAIN DETAILS
SCOTTSDALE ROAD - SITE PLAN AND PROFILE - EXTENSION
SANDALWOOD ROAD - SITE PLAN AND PROFILE - EXTENSION
SEBRING ROAD - SITE PLAN AND PROFILE - STA. 48+50 TO STA. 55+50
STORM DRAIN MAINLINE - SITE PLAN AND PROFILE - STA. 24+50 TO STA. 28+42 (ANDREWS AVE)
STORM DRAIN MAINLINE - SITE PLAN AND PROFILE - STA. 16+90 TO STA. 24+50 (SANDALWOOD RD TO ANDREWS AVE)
STORM DRAIN MAINLINE - SITE PLAN AND PROFILE - STA. 10+00 TO STA. 17+00 (OUTLET TO SANDALWOOD RD)
OVERALL SITE PLAN
EXISTING CONDITIONS AND DEMOLITION SITE PLAN
LOCAL COOPERATION SHEET
GENERAL NOTES
INDEX TO DRAWINGS
VICINITY MAP
NOT TO SCALE
IFB #: W912DS-15-B-0014
LAUREL HILL
IMPROVEMENT PROJECT
BARTLETT BROOK STORMWATER
LAKE CHAMPLAIN WATERSHED
LOCATION
PROJECT
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G-002
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GENERAL NOTES
CONSTRUCTION NOTES
MEETINGS AND SUBMITTALS
THE CONTRACTOR MUST PROVIDE THE ENGINEER THE OPPORTUNITY TO INSPECT, WITH 48-HOUR PRIOR NOTICE.
THE PROJECT PER THE SPECIFICATIONS.
THE CONTRACTOR MUST SUBMIT TO THE ENGINEER MATERIAL SLIPS FOR ALL MATERIALS AND ITEMS USED ON
CONSTRUCTION.
THE CONTRACTOR MUST SUBMIT A CONTROL OF WATER PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO
THE CONTRACTOR MUST SUBMIT AN UPDATED ANTICIPATED WORK SCHEDULE TO THE ENGINEER EACH WEEK.
THE CONTRACTOR MUST PARTICIPATE IN AN ON-SITE PRE-CONSTRUCTION CONFERENCE.
PERMITS
UTILITIES
4.
3.
2.
1.
5.
4.
3.
2.
1.
BOOK FOR EROSION PREVENTION AND SEDIMENT CONTROL.
THE CONTRACTOR SHALL MEET THE REQUIREMENTS OUTLINED IN THE STATE OF VERMONT LOW RISK SITE LAND
ALL WORK SHALL TAKE PLACE IN THE DRY.
REQUIREMENTS NEEDED FOR THE PROJECT.
THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING, WATER DIVERSION, AND DEWATERING
LOCATE STAGING AREAS AWAY FROM SENSITIVE AREAS INCLUDING WETLANDS AND STREAM BUFFERS.
3.
2.
1.
ENGINEER BEFORE PROCEEDING WITH THE WORK.
CONSTRUCTION, AND APPROPRIATE REMEDIAL ACTION SHALL BE DETERMINED AND AGREED UPON BY THE
THE OWNER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES FOUND INTERFERING WITH THE PROPOSED
AT 1-800-DIG-SAFE (WWW.DIGSAFE.COM).
PROJECT LIMITS, AND TO TAKE THE NECESSARY PRECAUTIONS TO PROTECT UTILITIES DURING CONSTRUCTION. CONTACT DIG-SAFE
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND DETERMINING ALL UTILITIES (ABOVE AND BELOW GROUND) WITHIN THE
WORKS (802-658-7961) FOR QUESTIONS RELATED TO THE UTILITIES.
PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR MAY CONTACT THE SOUTH BURLINGTON DEPARTMENT OF PUBLIC
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND DETERMINING THE LOCATION, SIZE, AND ELEVATION OF ALL UTILITIES
3.
2.
1.
RESTORATION OF SURFACES
2.
1.
STAGING AND STOCK PILE AREAS
EMERGENCY VEHICLE ACCESS TO SZYMANSKI PARK FROM ANDREWS AVENUE MUST BE MAINTAINED.
UP TO HALF OF THE SZYMANSKI PARK PARKING LOT AT THE EASTERN END OF ANDREWS AVENUE. PEDESTRIAN AND
RECREATIONAL PATHS MUST BE MAINTAINED.
PEDESTRIAN ACCESS TO PARK FACILITIES INCLUDING PLAYGROUND, BASKETBALL COURT, TENNIS COURTS, AND
APPROXIMATELY 1/3 ACRE IN THE OPEN GRASSED AREA IN SZYMANSKI PARK SOUTHWEST OF THE BASKETBALL COURT. SAFE
EAST END OF SEBRING ROAD (EAST OF LAST DRIVEWAY).
C.
B.
A.
ENVIRONMENTAL PROTECTION AGENCY.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH AN VTDES PERMIT FROM THE US.
PRIOR TO BIDDING, AND FOR COMPLYING WITH THEM DURING CONSTRUCTION.
THE CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH THE REQUIREMENTS OF THESE PERMITS
- STORMWATER CONSTRUCTION GENERAL
THE FOLLOWING PERMIT IF REQUIRED, IS BEING SECURED BY THE OWNER FOR THIS PROJECT:
APPLICATION OF TOPSOIL, GRASS SEED, FERTILIZER, AND MULCH TO AFFECTED LAWN AREAS.
PRE-CONSTRUCTION CONDITION. RESTORATION MAY INCLUDE PLACEMENT OF PAVEMENT ON EXISTING DRIVES AND / OR
AT THE COMPLETION OF WORK, THE CONTRACTOR MUST RESTORE ACCESS, STAGING, AND WORK AREAS TO
FERTILIZE, AND MULCH THE DISTURBED AREA.
OFFSITE. AT THE COMPLETION OF WORK, THE CONTRACTOR MUST REMOVE THE GRAVEL AND REGRADE, SEED, STAGING AREAS AS DIRECTED BY THE ENGINEER TO PREVENT RUTTING, EROSION, AND TRACKING OF MATERIAL
THE CONTRACTOR SHALL APPLY A COURSE BED OF CRUSHED GRAVEL TO THE CONSTRUCTION ACCESS DRIVES AND NON PAVED
EROSION PREVENTION AND SEDIMENT CONTROL NOTES
SHALL IMPLEMENT THE APPLICABLE MEASURES AS SPECIFIED.
PLAN FOR THE SITE. THE CONTRACTOR SHALL BE FAMILIAR WITH THE STANDARDS AND SPECIFICATIONS IN THIS PUBLICATION AND
DEPARTMENT OF ENVIRONMENTAL CONSERVATION, SERVE AS THE REQUIRED EROSION PREVENTION AND SEDIMENT CONTROL
STANDARDS IN "LOW RISK SITE HANDBOOK FOR EROSION PREVENTION AND SEDIMENT CONTROL" BY VT ENVIRONMENTAL 1.
THE CONTRACTOR MAY IDENTIFY AND SECURE THE USE OF ADDITIONAL STAGING AREAS ON NON-CITY PROPERTY.
PROPERTY PRIOR TO THE START OF CONSTRUCTION.
THE CONTRACTOR WILL BE EXPECTED TO COORDINATE WITH THE CITY TO FINALIZE LOCATIONS OF STAGING AREAS ON CITY
STAGING AREA.
THE CONTRACTOR SHALL PROVIDE FENCING OR SUITABLE DEMARCATION TO PREVENT INADVERTENT PEDESTRIAN ACCESS TO THE
SITE OR SITES WILL BE AVAILABLE FOR THIS PROJECT DURING THE BID PERIOD.
EQUIPMENT DURING CONSTRUCTION. THE CITY MAY BE BIDDING MULTIPLE PROJECTS AND AS SUCH THE CITY WILL CLARIFY WHICH
THE FOLLOWING LOCATIONS ON CITY PROPERTY MAY BE AVAILABLE TO THE CONTRACTOR FOR STAGING OF SUPPLIES AND
4.
3.
2.
1.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
MANNER.
PERMITTED. CONTRACTOR SHALL REMOVE SUCH MATERIAL AND DISPOSE OF THEM OFF-SITE IN A LEGAL
NO BURNING OR ON-SITE DISPOSAL OF TREES, BRUSH, STUMPS OR OTHER CONSTRUCTION DERBIES IS
AND SPECIFICATIONS) WILL BE ALLOWED UNLESS AUTHORIZED BY THE ENGINEER.
NO DEVIATION OR DEPARTURE FROM THE DESIGN INTENT PRESENTED IN THE CONTRACT DOCUMENTS (PLANS
PROCEDURES, ETC.) FOR ALL PRODUCTS FOR USE IN THE PROJECT, FOR APPROVAL BY THE ENGINEER.
SUBMIT SHOP DRAWINGS AND PRODUCT LITERATURE (MANUFACTURERS LITERATURE, CUT SHEETS, APPLICATION
CODES, SPECIFICATIONS, REGULATIONS, STANDARDS, AND DETAILS.
THE CONTRACTOR SHALL BID AND PERFORM THE WORK IN ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONAL
REGULATIONS.
REQUIRED BY THE U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND/OR LOCAL
CONSTRUCTION CONTRACTOR SHALL PREPARE OR OBTAIN THE APPROPRIATE SAFETY SYSTEMS, WHICH MAY BE
ANY SUCH SAFETY SYSTEMS THAT MAY NOW OR HEREAFTER BE INCORPORATED INTO THESE PLANS. THE
THE PERFORMANCE OF THE WORK. THE SEAL OF THE SURVEYOR OR ENGINEER HERE ON DOES NOT EXTEND TO
TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR OR THEIR EMPLOYEES, AGENTS OR REPRESENTATIVES IN
THE SITE. THESE PLANS, PREPARED BY DUBOIS & KING, DO NOT EXTEND TO OR INCLUDE SYSTEMS PERTAINING
THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND FOR CONDITIONS AT
AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS WITHIN THE CONSTRUCTION DOCUMENTS.
THE CONTRACTOR SHALL BID AND PERFORM THE WORK FROM A COMPLETE SET OF PLANS AND SPECIFICATIONS, TO BIDDING AND PERFORMING THE WORK.
THE CONTRACTOR SHALL BE FAMILIAR WITH THE EXISTING CONDITIONS OF THE SITE AND SURROUNDINGS PRIOR
FOR CLARIFICATION.
PLAN SET AND ANY OTHER DRAWING AND/OR SPECIFICATION, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY
WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. IN CASE OF CONFLICT BETWEEN THIS x 1454.
ENGINEERING PERFORMED BY DuBOIS & KING, INC.. CONTACT PERSON IS MATTHEW MURAWASKI 802-728-3376
SURVEY COMPLETED BY DUBOIS & KING AUG 12, 2009 (VERTICAL DATUM: NAVD 88).
TOPOGRAPHY AND THE LOCATION AND ELEVATIONS OF MANHOLES SHOWN ON THE PLANS ARE BASED ON FIELD
REPRESENT THE OWNER DURING CONSTRUCTION OF THE PROJECT.
THE PROJECT OWNER IS THE CITY OF SOUTH BURLINGTON. THE OWNER WILL APPOINT AN ENGINEER TO
735 LF OF NEW STORM DRAIN.
THE PURPOSE OF THIS PROJECT IS TO REPLACE EXISTING STORM DRAIN PIPE, AND CONSTRUCT APPROXIMATELY
1.
PROTECTION OF TREES
EASEMENTS WHETHER OR NOT EXPLICITELY NOTED ELSEWHERE ON THESE PLANS.
LOCATED OUTSIDE THE CITY'S PERMANENT EASEMENTS. THIS REQUIREMENT APPLIES TO ALL TREES ADJACENT TO THE
THE CONTRACTOR SHALL COORDINATE WITH THE CITY ARBORIST PRIOR TO PRUNING BRANCHES OR ROOTS OF ANY TREES
ANDREWS AVENUE
RR-001
ANDREWS AVENUE
SCOTTSDALE ROAD
SCOTTSDALE ROAD
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ANDREWS AVENUE
SCOTTSDALE ROAD
SCALE: 1''= 60'-0"
0 60'60' 30'
OVERALL REAL ESTATE SITE PLAN
TEMPORARY EASEMENT FOR CONSTRUCTION (TYP.)
NEW 36" STORM DRAINNEW 36" STORM DRAINNEW 36" STORM DRAINNEW 36" STORM DRAIN
STORM DRAIN
NEW 48" WATER TIGHT
STORM DRAIN
NEW 48" WATER TIGHT
NEW 15" STORM DRAIN
NEW 36" STORM DRAINNEW 36" STORM DRAIN
NEW 30" STORM DRAINNEW 30" STORM DRAIN
CONCRETE BOX
NEW 60" X 24" PRECAST
CONCRETE BOX
NEW 60" X 24" PRECAST
STORM DRAIN
EXTEND 18" CMP
NEW 15" STORM DRAIN
NEW 30" STORM DRAINNEW 30" STORM DRAIN
NEW 24" STORM DRAINNEW 24" STORM DRAIN
NEW 18" STORM DRAINNEW 18" STORM DRAIN
NEW 24" STORM DRAIN
NEW 15" STORM DRAIN
NEW 24" STORM DRAINNEW 24" STORM DRAIN
(NO EXISTING STORM DRAIN)
NEW 15" STORM DRAIN
NEW 24" STORM DRAINNEW 24" STORM DRAIN
NEW 24" STORM DRAINNEW 24" STORM DRAIN
NEW 15" STORM DRAIN
NEW 18" STORM DRAINNEW 18" STORM DRAIN
NEW 24" STORM DRAINNEW 24" STORM DRAIN
NEW 18" STORM DRAIN
NEW CONCRETE HEADWALL
HIGHWAYS, PUBLIC UTILITIES, RAILROADS AND PIPELINES.
SUBJECT, HOWEVER, TO EXISTING EASEMENTS FOR PUBLIC ROADS AND
OR ABRIDGING THE RIGHTS AND EASEMENT HEREBY ACQUIRED;
RIGHTS AND PRIVILEGES AS MAY BE USED WITHOUT INTERFERING WITH
HOWEVER, TO THE LANDOWNERS, THEIR HEIRS AND ASSIGNS,ALL SUCH
OBSTACLES WITHIN THE LIMITS OF THE RIGHT-OF-WAY; RESERVING,
OBSTRUCTIONS,AND ANY OTHER VEGETATION, STRUCTURES, OR
FELL AND REMOVE THERE FROM ALL TREES, UNDERBRUSH,
STORMWATER PROJECT, TOGETHER WITH THE RIGHT TO TRIM, CUT,
TO THE CONSTRUCTION OF THE BARTLETT BROOK NORTH
LAND AND TO PERFORM ANY OTHER WORK NECESSARY AND INCIDENT
SUPPLIES, AND ERECT AND REMOVE TEMPORARY STRUCTURES ON THE
INCLUDING THE RIGHT TO MOVE, STORE, AND REMOVE EQUIPMENT AND
REPRESENTATIVES, AGENTS, AND CONTRACTORS AS A WORK AREA,
GRANTED TO THE UNITED STATES, FOR USE BY THE UNITED STATES, ITS
EXCEED 365 DAYS BEGINNING WITH DATE POSSESSION OF THE LAND IS
ACROSS (THE LAND DESCRIBED IN SCHEDULE A)FOR A PERIOD NOT TO
A TEMPORARY EASEMENT AND RIGHT-OF-WAY IN, ON, OVER AND
TEMPORARY WORK AREA EASEMENT.
HIGHWAYS, PUBLIC UTILITIES, RAILROADS AND PIPELINES.
SUBJECT, HOWEVER, TO EXISTING EASEMENTS FOR PUBLIC ROADS AND
WITH OR ABRIDGING THE RIGHTS AND EASEMENT HEREBY ACQUIRED;
SUCH RIGHTS AND PRIVILEGES AS MAY BEUSED WITHOUT INTERFERING
HOWEVER, TO THE LANDOWNERS, THEIR HEIRS AND ASSIGNS, ALL
OBSTACLES WITHIN THE LIMITS OF THE RIGHT-OF-WAY; RESERVING,
OBSTRUCTIONS AND OTHER VEGETATION, STRUCTURES,OR
FELL AND REMOVE THERE FROM ALL TREES, UNDERBRUSH,
PIPE AND APPURTENANCES; TOGETHER WITH THE RIGHT TO TRIM, CUT,
ALTERATION; REPAIR AND PATROL OF UNDERGROUND STORM DRAIN
THE LOCATION, CONSTRUCTION, OPERATION, MAINTENANCE,
ON,OVER AND ACROSS (THE LAND DESCRIBED IN SCHEDULE A), FOR
A PERPETUAL AND ASSIGNABLE EASEMENT AND RIGHT-OF-WAY IN,
UTILITY AND/OR PIPELINE EASEMENT
SANDALWOOD ROADSANDALWOOD ROAD
SANDALWOOD ROAD
SEBRING ROAD
SEBRING ROAD
SEBRING ROAD
ROAD
SEBRING
VERMONT
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UNIVERSITY
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LAUREL HILL KEY PLAN
49+00 49+50
50+00 50+50
51+00 51+50
52+00 52+50
53+00 53+50
54+00 54+50
55+00 55+25
15+50 16+00
16+50
20+0020+5021+0021+50
24+50 25+00
25+50 26+00
26+50 27+00
27+50 28+00
48+50
2+00 2+50 3+00 3+50 4+00 4+50 5+00
05+86 5+86
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SEBRING DRIVE
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ANDREWS AVENUE
SCOTTSDALE ROAD
SCOTTSDALE ROAD
P O
R C
H
P A
T
IO
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E
PAVED DRIVE
PAVED DRIVE
PAVED DRIVE
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E P
A V
E D D
R
IV
E
DRIVE
PAVED
P A
V E
D D
R
IV
E
S H
E D
P A
V E
D D
R
IV
E
H O
U S
E
H O
U S
E
D R
IV
E P
A V
E D
D R
IV
E P
A V
E D
D R
IV
E P
A V
E D
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E H
O U
S E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E
H O
U S
E H
O U
S E
Y A
N D
O W D
R
IV
E
DRIVE
PAVED
DRIVE
PAVED
SEBRING ROAD
SEBRING ROAD
SEBRING ROAD
SANDALWOOD ROAD
SANDALWOOD ROAD
S H
E D
P A
V
R
IV
E
221221
222222
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E
227 227
S
6" APPLE
20" PINE
CB
W
G
N
EL. 221.46
BM
UTILITY/PIPELINE EASEMENT
TEMPORARY EASEMENT
RIGHT OF WAY
PROPERTY BOUNDARY
WETLAND BOUNDARY
FENCE
UNDERGROUND NATURAL GAS
BURRIED ELECTRICAL
OVERHEAD ELECTRICAL
COMMUNICATIONS
UNDERGROUND
WATER MAIN
STORM DRAIN
SEWER MAIN
EDGE OF PAVEMENT
BENCHMARK
CONTROL
HORIZONTAL VERTICAL
ELECTRICAL BOX
GAS SHUT OFF
WATER SHUT OFF
CATCH BASIN
SEWER MANHOLE
LIGHT POLE
TREES
WETLANDS
LEGEND
(EXISTING)
49+00 49+50
50+00 50+50
51+00 51+50
52+00 52+50
53+00 53+50
54+00 54+50
55+00 55+25
15+50 16+00
16+50
20+00 20+50
21+00 21+50
24+50 25+00
25+50 26+00
26+50 27+00
27+50 28+00
48+50
2+00 2+50 3+00 3+50 4+00 4+50 5+00
05+86 5+86
C-101
SCOTTSDALE ROAD
SCOTTSDALE ROAD
Y A
N D
O W R
O A
D
D E
B O
R A
H D
R
IV
E
D E
B O
R A
H D
R
IV
E D
E B
O R
A H D
R
IV
E
SCALE: 1''= 60'-0"
0 60'60' 30'
WETLAND BOUNDARY ALONG DITCHLINE
WETLAND CONTINUES NORTH SOUTH AND EAST
WETLAND A
WETLAND B
N
TO BE REMOVED
EXISTING 15" CMP
TO BE REMOVED
EXISTING 30" CMP
TO BE REMOVED
EXISTING CB
TO BE REMOVED
EXISTING 24" CMP
TO BE REMOVED
EXISTING CB
TO BE REMOVED
EXISTING CB
TO BE REMOVED
EXISTING CB
TO BE REMOVED
EXISTING CB
TO BE REMOVED
EXISTING CB
TO BE REMOVED
EXISTING CB
TO BE REMOVED
EXISTING 15" CMP
TO BE REMOVED
EXISTING 12" CMP
TO BE REMOVED
EXISTING 15" CMP
TO BE REMOVED
EXISTING CB
TO BE REMOVED
EXISTING CB
D E
M O
L
IT
IO
N P
L A
N E
X
IS
T
IN
G C
O N
D
IT
IO
N S
TO BE REMOVED
EXISTING 24" CMP
TO BE REMOVED
EXISTING CB
TO BE REMOVED
EXISTING CB
TO BE REMOVED
EXISTING CB
TO BE REMOVED
EXISTING 15" CMP
TO BE REMOVED
EXISTING 15" CMP
TO BE REMOVED
EXISTING 15" CMP
TO BE REMOVED
EXISTING CB
TO BE REMOVED
EXISTING CB
TO BE REMOVED
EXISTING 24" CMP
TO BE REMOVED
EXISTING CB
TO BE REMOVED
EXISTING CB
TO BE REMOVED
EXISTING 18" CMP
TO BE REMOVED
EXISTING 18" CMP
TO BE REMOVED
EXISTING CB
TO BE REMOVED
EXISTING CB
TO BE REMOVED
EXISTING 15" CMP
TO BE REMOVED
EXISTING CB
TO BE REMOVED
EXISTING CB
TO BE REMOVED
EXISTING 15" CMP
TO BE REMOVED
EXISTING 15" CMP
TO BE REMOVED
EXISTING 15" CMP
TO BE REMOVED
EXISTING CB
TO BE REMOVED
EXISTING CB
TO BE REMOVED
EXISTING CB
TO BE REMOVED
EXISTING 18" CMP
TO BE REMOVED
EXISTING 18" CMP
TO BE REMOVED
EXISTING 18" CMP
TO BE REMOVED
EXISTING 18" CMP
TO BE REMOVED
EXISTING CB
ANDREWS AVENUE
S H E E T C -1
S H E E T C -1
M A T C
H L
IN
E
S H E E T C -1
S H E E T C -1
M A T C
H L
IN
E
M A T C
H L
IN
ES
H E E T C -1
S H E E T C -1
S H E E T
C -1
S H E E T
C -1
M
ATCHLINE
S H E E T C -1
S H E E T C -1
M A T C
H L
IN
E
TO BE REMOVED
EXISTING 12" CMP
TO BE REMOVED
EXISTING CB
TO BE REMOVED
EXISTING CB
TO BE REMOVED
EXISTING 15" CMP
TO BE REMOVED
EXISTING 15" CMP
SEBRING ROAD
SEBRING ROAD
TO BE REMOVED
EXISTING CBTO BE REMOVED
EXISTING 15" CMP
EXISTING CONDITIONS AND DEMOLITION SITE PLAN
SANDALWOOD ROAD
SANDALWOOD ROAD
S
S
S S
S
S
S
S
S
CB
G
WW
W
W W
W
W
W
W
E
WETLAND BOUNDARY ALONG DITCHLINE
CB
CB
CB
CB
CB
CB
CBCB
CB
CB
CB
CB
CB
CB
CBCB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
S
S
TRB2 TRB1
WETLAND CONTINUES NORTH SOUTH AND EAST
TRA1
TRA2
TRAIL
221221
221221
222222
226 226
227 227
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
SHEET OF 15
A N
S I
D
D G
N \1
L
H
C -1
.d g n
P L
O T
T E
D B
Y
D U
B O
IS
K
IN
G
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
:1
D K
A S
C J
K
M T
M
D G
N
L H
C .d g n
D U
B O
N
G S u b m i t t e d b y
P l t e
/1
/2
S O
U T
H B
U R
L
IN
G T
O N
V E
R M
O N
T
S T
O R
M W
A T
E R I
M P
R O
V E
M E
N T S
L A
U R
E L H
IL
L M
A Y
S
6" APPLE
20" PINE
CB
W
G
EL. 221.46
BM
UTILITY/PIPELINE EASEMENT
TEMPORARY EASEMENT
RIGHT OF WAY
PROPERTY BOUNDARY
WETLAND BOUNDARY
FENCE
UNDERGROUND NATURAL GAS
BURRIED ELECTRICAL
OVERHEAD ELECTRICAL
COMMUNICATIONS
UNDERGROUND
WATER MAIN
STORM DRAIN
SEWER MAIN
EDGE OF PAVEMENT
BENCHMARK
CONTROL
HORIZONTAL VERTICAL
ELECTRICAL BOX
GAS SHUT OFF
WATER SHUT OFF
CATCH BASIN
SEWER MANHOLE
LIGHT POLE
TREES
WETLANDS
(EXISTING)
LEGEND
C-102
ANDREWS AVENUE
SCOTTSDALE ROAD
SCOTTSDALE ROAD
Y A
N D
O W R
O A
D
D E
B O
R A
H D
R
IV
E
D E
B O
R A
H D
R
IV
E D
E B
O R
A H D
R
IV
E
O V
E R
A L L S
IT
E P
L A
N
NEW CONCRETE HEADWALL
SCALE: 1''= 60'-0"
0 60'60' 30'
OVERALL SITE PLAN
NEW 24" STORM DRAIN
NEW 24" STORM DRAINNEW 24" STORM DRAIN
NEW 24" STORM DRAIN
NEW 24" STORM DRAINNEW 18" STORM DRAIN
NEW 24" STORM DRAINNEW 24" STORM DRAIN
CONNECT TO EXISTING STORM DRAINNEW 24" STORM DRAIN
(NO EXISTING STORM DRAIN)
NEW 15" STORM DRAIN
NEW 18" STORM DRAINNEW 18" STORM DRAIN
NEW 24" STORM DRAIN
NEW 18" STORM DRAINNEW 18" STORM DRAIN
NEW 36" STORM DRAINNEW 36" STORM DRAINNEW 36" STORM DRAINNEW 36" STORM DRAIN
STORM DRAIN
NEW 48" WATER TIGHT
STORM DRAIN
NEW 48" WATER TIGHT
NEW 24" STORM DRAINNEW 24" STORM DRAIN
NEW 36" STORM DRAINNEW 36" STORM DRAIN
NEW 30" STORM DRAIN
NEW 30" STORM DRAIN
NEW 30" STORM DRAIN
NEW 30" STORM DRAIN
STORM DRAIN
EXTEND 18" CMP
CONCRETE BOX
NEW 60" X 24" PRECAST
CONCRETE BOX
NEW 60" X 24" PRECAST
N
UNLESS OTHERWISE NOTED
REPLACE EXISTING STORM DRAINS
1. ALL NEW STORM DRAINS SHOWN
NOTE:
M A T C
H L
IN
E
S H E E T C -1
S H E E T C -1
M A T C
H L
IN
E
S H E E T C -1
S H E E T C -1
M A T C
H L
IN
ES
H E E T C -1
S H E E T C -1
M A T C
H L
IN
E
S H E E T C -1
S H E E T C -1
SEBRING ROAD
SEBRING ROAD
NEW 15" STORM DRAIN
NEW 15" STORM DRAIN
M
ATCHLINE
S H E E T
C -1
S H E E T
C -1
NEW 15" STORM DRAIN
NEW 15" STORM DRAIN
SANDALWOOD ROAD
SANDALWOOD ROAD
LH-1 SOIL BORING
S
S
S
S
S
S
S
S
S
S
CB
G
WW
W
W W
W
W
W
W
WETLAND BOUNDARY ALONG DITCHLINE
TRA1
TRA2
TRAIL
221221
221221
222222
226 226
227 227
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
SHEET OF 15
A N
S I
D
D G
N \1
L
H
C -1
.d g n
P L
O T
T E
D B
Y
D U
B O
IS
K
IN
G
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
:1
:2
D K
A S
C J
K
M T
M
D G
N
L H
C .d g n
D U
B O
N
G S u b m i t t e d b y
P l t e
/1
/2
S O
U T
H B
U R
L
IN
G T
O N
V E
R M
O N
T
S T
O R
M W
A T
E R I
M P
R O
V E
M E
N T S
L A
U R
E L H
IL
L M
A Y
49+00 49+50
50+00 50+50
51+00 51+50
52+00 52+50
53+00 53+50
54+00 54+50
55+00 55+25
15+50 16+00
16+50
20+00 20+50
21+00 21+50
24+50 25+00
25+50 26+00
26+50 27+00
27+50 28+00
48+50
2+00 2+50 3+00 3+50 4+00 4+50 5+00
05+86 5+86
LH-1
LH-2
LH-5
LH-3
S
6" APPLE
20" PINE
CB
W
G
EL. 221.46
BM
UTILITY/PIPELINE EASEMENT
TEMPORARY EASEMENT
RIGHT OF WAY
PROPERTY BOUNDARY
WETLAND BOUNDARY
FENCE
UNDERGROUND NATURAL GAS
BURRIED ELECTRICAL
OVERHEAD ELECTRICAL
COMMUNICATIONS
UNDERGROUND
WATER MAIN
STORM DRAIN
SEWER MAIN
EDGE OF PAVEMENT
BENCHMARK
CONTROL
HORIZONTAL VERTICAL
ELECTRICAL BOX
GAS SHUT OFF
WATER SHUT OFF
CATCH BASIN
SEWER MANHOLE
LIGHT POLE
TREES
WETLANDS
LEGEND
(EXISTING)
49+00 49+50
50+00 50+50
51+00 51+50
52+00 52+50
53+00 53+50
54+00 54+50
55+00 55+25
48+50
030' 10'
SCALE: 1''= 30'-0"
20' 30'
030' 10'20' 30'
PROFILE
HORIZONTAL SCALE: 1''= 30'-0"
C-103
VERTICAL SCALE: 1''= 4'-0"
4'
1'
2'
3'
4'
SITE PLAN
S T
A T
O S
T A
IT
E P
L A
N A
N D P
R O
F
IL
E S
T O
R M D
R A
IN
M
A
IN
L
IN
E
EX. 4" PVC
8" CROSS PIPE
EX. 12" CMP
NOTE:
EXISTING CB TO BE REMOVED
EXTEND EXISTING 18" CMP TO CB1
CONCRETE BOX
NEW 60" x 24" PRECAST
NEW 36" HDPE
NEW 36" HDPE
M A T C
H L
IN
E
S H E E T C -1 7M
A
TC
H
LI
N E
S H E E T C -1
NEW 36" HDPE
CONNECT EXISTING 8" HDPE
FOR DETAILS
SEE NEXT SHEET
NEW 6' DIA. CB 3
S H E E T
C -1
M A T C
H
LIN
E
S H E E T C -1
S H E E T C -1
S H E E T
C -1
8" SEWER MAIN
EL. 221.46
SEWER MANHOLE COVER
BM #2021
NEW 36" HDPE
EL. 221.49
SEWER MANHOLE COVER
BM #1898
8" SEWER MAIN
RIM EL. 220.76
STA. 12+33.6 = 48+53.8
NEW VAULT 1
STA. 10+20.0
RIM EL. 220.40
STA. 12+06.9
NEW 4' DIA. CB 1
RIM EL. 220.99
STA. 15+01.7 = STA. 2+00.0
NEW VAULT 3
RIM EL. 220.74
STA. 16+74.0
NEW 6' DIA. CB 2
RIM EL. 221.90
STA. 13+64.8
NEW VAULT 2
INV. OUT EL. 217.22
RIM EL. 220.97
STA.15+01.7 (OFFSET)
NEW 4' DIA. CB IA
LOCATION AS DIRECTED BY THE OWNER
PLANT 2 NEW TREES. TYPE, SIZE AND
REMOVE 3 EXISTING TREES AND STUMPS.
LOCATION AS DIRECTED BY THE OWNER
PLANT 2 NEW TREES. TYPE, SIZE AND
REMOVE 2 EXISTING TREES AND STUMPS.
(TYP.)
CENTERED ON PIPE
TRIBUTARY
BARTLET BROOK
WETLAND BOUNDARY
PROPOSED WORK AREA ON UVM
PROPERTY.
030' 10'
SCALE: 1''= 30'-0"
20' 30'
STORMDRAIN OUTLET - SITE PLAN
NEW 15" HDPE (20.7 LF)
PAVEMENT EQUAL TO EXISTING
AND REPLACE WITH NEW
REMOVE EXISTING PAVEMENT
PAVEMENT EQUAL TO EXISTING
AND REPLACE WITH NEW
REMOVE EXISTING PAVEMENT
WATER TIGHT
NEW 48" HDPE
ROOTS OF THESE TREES.
TO PRUNING ANY BRANCHES OR
WITH THE CITY ARBORIST PRIOR
PROTECT TREES. COORDINATE
BRANCHES OR ROOTS OF THESE TREES.
CITY ARBORIST PRIOR TO PRUNING ANY
PROTECT TREES. COORDINATE WITH THE
TO EXISTING
PAVEMENT EQUAL
REPLACE WITH NEW
PAVEMENT AND
REMOVE EXISTING
12" MAPLE
15' LONG X 10' WIDE X 2' DEEP
TYPE II STONE OUTLET
PROTECTION
EXISTING 15" ALUMINUM CULVERT
TO STONE PROTECTION AREA
DETERMINED IN THE FIELD OUTLET
NEW 4' DIA. MH 6, MH INVERTS TO BE
WORK AREA.
BRANCHES OR ROOTS IN PROXIMITY OF THE
THE CITY ARBORIST PRIOR TO PRUNING ANY
CONTRACTOR SHALL COORDINATE WITH 2.
MANHOLE DETAIL
DRAINAGE STRUCTURES, SEE STORM DRAIN
TO TIE BASEMENT DRAINS TO STORM
BASEMENT DRAIN LINES EXIST. CONTRACTOR
1. UNKNOWN NUMBER AND LOCATION OF
STRUCTURE PLACEMENT
PIPE LENGTHS SHALL BE FIELD VERIFIED BASED ON ACTUAL
NOTE: PIPE LENTHS ARE PROVIDED FOR GENERAL INFORMATION.
FENCE
FRO
M
53'
FENCE
FRO
73'
PIPE WITH FLOWABLE FILL.
STA. 11+10 AND FILL REMAINING
APPROXIMATELY STA. 10+40 AND
AND MORTAR BULKHEADS AT
EASEMENTS. CONSTRUCT BRICK
REMOVE WITHIN CONSTRUCTION
EXISTING 24" CMP
GAS LINE
WATER MAIN
FOUNDATION DRAIN OUTFLOW
UNOBSTRUCTED FOR EXISTING
REMAINING PIPE IN PLACE AND
AT UPSTREAM END. LEAVE
BRICK AND MORTAR BULKHEAD
EXISTING 15" CMP. CONSTRUCT
ROAD
13 SEBRING
EXISTING FENCE
REMOVE AND RESET
GAS LINE
WATER MAIN
10+00
10+50
11+00
11+50
12+00
12+50 13+00
13+50 14+00 14+50 15+00
17+00
S
S
C B
C B
C B C
B
C B
C B
W
W W
C B
C B
PAVED DRIVE
T R
A
T R
A
T R
A
IL
12" PINE
12" PINE
12" MAPLE
36" MAPLE
8" MAPLE
20" PINE
16" MAPLE
8" MAPLE
16" PINE
16" PINE
16" PINE16" PINE
4" APPLE
6" APPLE
SHRUB
14" HEMLOCK
12" BEECH
15" MAPLE
18" MAPLE
PORCH
PATIO
HOUSE
HOUSE
HOUSE
HOUSE
HOUSE
PAVED DRIVE
PAVED DRIVE
PAVED DRIVE
PAVED DRIVE
PAVED DRIVE
PAVED DRIVE
D R
IV
E P
A V
E D
PAVED DRIVE
HOUSE
HOUSE
HOUSE
HOUSE
HOUSE
PAVED DRIVE
PAVED DRIVE
S E
B R
IN
G R
O A
D
SHED
PAVED DRIVE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
SHEET OF 15
A N
S I
D
D G
N \1
L
H
C -1
.d g n
P L
O T
T E
D B
Y
D U
B O
IS
K
IN
G
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
:1
:1
D K
A S
C J
K
M T
M
D G
N
L H
C .d g n
D U
B O
N
G S u b m i t t e d b y
P l t e
/1
/2
S O
U T
H B
U R
L
IN
G T
O N
V E
R M
O N
T
S T
O R
M W
A T
E R I
M P
R O
V E
M E
N T S
L A
U R
E L H
IL
L M
A Y
228228
228228
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00
IN
V
E R
T E
L E
V A
T
IO
N
E X
IS
T
IN
G G
R A
D E
S E
B R
IN
G R
O A
D
IN
V E
L .5
INVERT EL. 214.33+/-
TO REMAIN UNDISTURBED
EX. 8" SANITARY LINE
36" INV IN EL. 215.40 (CB 3)
36" INV OUT EL. 213.50 (VAULT 3)
F O
R C
B
D
E T
A
IL
S
S E
E N
E X
T S
H E
E T
NEW CB AS SHOWN
AND REPLACED WITH
EX. CB TO BE REMOVED
EXISTING GRADE
NEW 48" HDPE STORAGE (WATER TIGHT) S = 0.20%
IN
V I
N E
L .7
V A
U L T
IN
V O
U T E
L .7
V A
U L T
EX. SANITARY SEWER MAIN
WALKWAY
TO BE REMOVED
EX. 24" CMP
TO BE REMOVED
EX. 20" CMP
TO BE REMOVED
EX. 24" CMP
TO BE REMOVED
EX. 24" CMP
PAVED DRIVE
SANDLEWOOD DRIVE
TO REMAIN UNDISTURBED
EX. GAS LINE DEPTH UNKNOWN
TO REMAIN UNDISTURBED
EX. ELECTRICAL LINE DEPTH UNKNOWN
UNKOWN TO REMAIN UNDISTURBED
EX. COMUNICATIONS LINE DEPTH
TO REMAIN UNDISTURBED
EX. GAS LINE DEPTH UNKNOWN
TO REMAIN UNDISTURBED
EX. ELECTRICAL LINE DEPTH UNKNOWN
NEW VAULT AS SHOWN
AND REPLACED WITH
EX. CB TO BE REMOVED
NEW VAULT AS SHOWN
AND REPLACED WITH
EX. CB TO BE REMOVED
.5
.6
.8
.9
.5
.6
.7
.8
.9
.0
.2
.3
.4
.5
.8
.4
.4
.5
.7
.5
.0
.2
.2
.9
.7
IN
V I
N E
L .0
C B
A
IN
V I
N E
L .0
M H
IN
V I
N E
L .2
C B
IN
V O
U T E
L .0
V A
U L T
IN
V O
U T E
L .0
V A
U L T
NEW 48" HDPE STORAGE (WATER TIGHT) S = 0.19%
INV EL. 215.0 +/-
REMAIN UNDISTURBED
EX. 8" SANITARY LINE TO
WATERTIGHT.
STRUCTURE TO BE
TOP OF NEW BOX.
NEW CB TO BE SET ON
18" CMP INV IN. EL. 214.75
TO BE RELOCATED
ASSUMED 5 FEET
EX. WATERLINE DEPTH UNKNOWN
S H
E E
T C -1
M A
T C
H L
IN
N D
A L
W O
O D R
O A
D
R
IM
E
L .7
S T
A .2
S T
A .6
W V
A U
L T
R
IM
E
L .4
S T
A .9
N E
W D
IA
C B
R
IM
E
L .9
S T
A .8
N E
W V
A U
L T
R
IM
E
L .7
S T
A .0
N E
W D
IA
.C
STA. 10+20.0
R
IM
E
L .9
S T
A .7 S
T A
.0
N E
W V
A U
L T
IN
V I
N E
L .4
C B
IN
V I
N E
L .5
V A
U L T
IN
V I
N E
L .5
V A
U L T x
IN
V O
U T E
L .0
O U
T L E
T
NEW 60" x 24" BOX (209.1 LF) S = 0.24%
NEW 36" HDPE (124.7 LF) S = 0.20% NEW 36" HDPE (130.4 LF) S = 0.19%
NEW 36" HDPE (163.8 LF) S = 0.18%
S = 0.49%
NEW 36" HDPE (20.4 LF)
STONE OUTLET PROTECTION
15' LONG X 10' WIDE X 2' DEEP TYPE II
PROTECTION AROUND AND OVER PIPES
EXTEND TYPE II STONE OUTLET
2.5
1.5
S
6" APPLE
20" PINE
CB
W
G
EL. 221.46
BM
UTILITY/PIPELINE EASEMENT
TEMPORARY EASEMENT
RIGHT OF WAY
PROPERTY BOUNDARY
WETLAND BOUNDARY
FENCE
UNDERGROUND NATURAL GAS
BURRIED ELECTRICAL
OVERHEAD ELECTRICAL
COMMUNICATIONS
UNDERGROUND
WATER MAIN
STORM DRAIN
SEWER MAIN
EDGE OF PAVEMENT
BENCHMARK
CONTROL
HORIZONTAL VERTICAL
ELECTRICAL BOX
GAS SHUT OFF
WATER SHUT OFF
CATCH BASIN
SEWER MANHOLE
LIGHT POLE
TREES
WETLANDS
C-104 030' 10'20' 30'
PROFILE
HORIZONTAL SCALE: 1''= 30'-0"
VERTICAL SCALE: 1''= 4'-0" 4'
1'
2'
3'
4'
030' 10'
SCALE: 1''= 30'-0"
20' 30'
N
SITE PLAN
S C
O T
T S
D A
L E R
O A
D
S T
A T
O S
T A
S
IT
E P
L A
N A
N D P
R O
F
IL
T
O R
M D
R A
IN
M
A
IN
L
IN
E
CONNECT EX 8" HDPE
S H E E T
C -1
M A T C
H
LIN
E
NEW 36" HDPE
NEW 36" HDPE
S H E E T
C -1
HDPE
NEW 24"
NEW 24" HDPE
NEW 24" HDPE
GAS LINE CROSSING
S H E E T C -104
S H E E T C -105
M A T C
H
LI
N E
M A T C
H
LI
N E
S H E E T C -104
S H E E T C -108
RIM EL. 220.62
STA. 17+00.4
NEW 6' DIA CB 3
RIM EL. 221.25
STA. 18+40.7
NEW 6' DIA MH 1
RIM EL. 223.85
STA. 19+79.7 = STA. 2+00.0
NEW 6' DIA. CB 4
RIM EL. 221.93
STA. 21+52.0
NEW 4' DIA. CB 5
RIM EL. 223.12
STA. 23+03.0
NEW 4' DIA MH 2
RIM EL. 222.96
STA. 24+27.9
NEW 4' DIA. CB 7
EL. 223.32
SEWER MANHOLE COVER
BM #1526
RIM EL. 221.80
STA. 21+78.2
NEW 4' DIA. CB 6
INV. OUT EL. 218.41
RIM EL. 223.59
STA. 19+79.7 (OFFSET)
NEW 4' DIA. CB 4A
A N
D R
E W
S A
V E
N U
E
STORM DRAIN MANHOLE DETAIL
DRAINAGE STRUCTURES, SEE
BASEMENT DRAINS TO STORM
LINES EXIST. CONTRACTOR TO TIE
LOCATION OF BASEMENT DRAIN
1. UNKNOWN NUMBER AND
NOTE:
INV OUT EL. 219.63
RIM EL. 222.96
(OFFSET LEFT)
STA. 24+27.9
NEW 4' DIA. CB 7A
(20.5 LF)
NEW 15" HDPE
(19.9 LF)
NEW 15" CMP
STRUCTURE PLACEMENT
PIPE LENGTHS SHALL BE FIELD VERIFIED BASED ON ACTURAL
NOTE: PIPE LENTHS ARE PROVIDED FOR GENERAL INFORMATION.
GAS LINE
WATER MAIN
SEWER MAIN
GAS LINE
GAS LINE
WATER MAIN
SEWER MAIN
17+00 17+50
18+00 18+50
19+00 19+50
0 22+00
22+50 23+00
23+50 24+00
S
S
C B
C B
C B
C B
C B C B
C B
C B
PAVED DRIVE
PAVED DRIVE
PAVED DRIVE
PAVED DRIVE
PAVED DRIVE
PAVED DRIVE
4" APPLE
6" APPLE
SHRUB
12" MAPLE
18" MAPLE
8" APPLEMAPLE
24"
6" APPLE
MAPLE
6"
SHRUB
SHRUB
30" OAK
10" OAK
MAPLE
12"
SHED
SHED
GARDEN
A N
D R
E W
S A
V E
N U
E
S C
O T
T S
D A
L E R
O A
D
HOUSE
HOUSE
HOUSE
HOUSE
HOUSE
HOUSE
HOUSE
HOUSE
PAVED DRIVE
SHED
DRIVE
PAVED
HOUSE
HOUSE
HOUSE
S A
N D
A L
W O
O D R
O A
D
PAVED DRIVE
PAVED DRIVE
4 2
4 2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
SHEET OF 15
A N
S I
D
D G
N \1
L
H
C -1
.d g n
P L
O T
T E
D B
Y
D U
B O
IS
K
IN
G
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
:1
D K
A S
C J
K
M T
M
D G
N
L H
C .d g n
D U
B O
N
G S u b m i t t e d b y
P l t e
/1
/2
S O
U T
H B
U R
L
IN
G T
O N
V E
R M
O N
T
S T
O R
M W
A T
E R I
M P
R O
V E
M E
N T S
L A
U R
E L H
IL
L M
A Y
232232
232232
17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00
TO BE REMOVED
EX. 18" CMP
TO BE REMOVED
EX. 20" CMP
IN
V
E R
T E
L E
V A
T
IO
N
E X
IS
T
IN
G G
R A
D E
TO REMAIN UNDISTURBED
EX. GAS LINE DEPTH UNKNOWN
INVERT EL. 215.90+/-
TO REMAIN UNDISTURBED
EX. 8" SANITARY LINE
TO REMAIN UNDISTURBED
EX. GAS LINE DEPTH UNKNOWNSCOTTSDALE ROAD
TO REMAIN UNDISTURBED
EX. GAS LINE DEPTH UNKNOWN
.5
.7
.9
.0
.2
.3
.8
.0
.2
.4
.5
.6
.7
.8
.9
.1
.7
.3
.4
.0
.1
.5
.7
.0
.5
.0
.6
.4
.1
.5
.3
.5
NEW CB AS SHOWN
AND REPLACE WITH
EX. CB TO BE REMOVED
TO REMAIN UNDISTURBED OR RELOCATED
EX. WATERLINE DEPTH UNKNOWN
NEW CB AS SHOWN
AND REPLACE WITH
EX. CB TO BE REMOVED
NEW CB AS SHOWN
AND REPLACE WITH
EX. CB TO BE REMOVED
24" INV IN EL. 218.40 (CB 6)
24" INV OUT EL. 218.40 (CB 4)
SCOTTSDALE ROAD
EX. SANITARY SEWER MAIN
TO BE REMOVED
EX. 18" CMP
EXISTING GRADE
8" INV IN EL. 217.81 (EX CB)
36" INV IN EL. 215.60 (MH 1)
36" INV OUT EL. 215.50 (CB 2)
36" INV IN EL. 216.03 (CB 4)
36" INV OUT EL. 216.03 (CB 3)
24" INV IN EL. 218.50 (MH 2)
24" INV OUT EL. 218.50 (CB 5)
24" INV IN EL. 218.75 (CB 7)
24" INV OUT EL. 218.75 (CB 6) 15" INV IN EL. 219.4 (CB 7a)
24" INV IN EL. 219.0 (CB 8)
24" INV OUT EL. 219.0 (MH 2)
TO REMAIN UNDISTURBED
ASSUMED 5 FEET
EX. WATERLINE DEPTH UNKNOWN
24" INV IN EL. 219.20 (CB 18)
15" INV IN EL. 218.00 (CB 4A)
24" INV IN EL. 217.80 (CB 5)
36" INV OUT EL. 216.45 (MH 1)
S H
E E
T C -1
M A
T C
H L
IN
E
S T
E E
T C -1
M A
T C
H L
IN
E
R
IM
E
L .8
S T
A .7 S
T A .0
N E
W D
IA
C B
NEW CB AS SHOWN
AND REPLACE WITH
EX. CB TO BE REMOVED
R
IM
E
L .9
S T
A .0
N E
W D
IA
C B
R
IM
E
L .8
S T
A .2
N E
W D
IA
C B
R
IM
E
L .2
S T
A .7
N E
W D
IA
M H
R
IM
E
L .6
S T
A .4
N E
W D
IA
C
B
R
IM
E
L .1
S T
A .0
N E
W D
IA
M H
R
IM
E
L .9
S T
A .9
N E
W D
IA
C B
NEW 24" HDPE (120.9 LF) S = 0.21%
NEW 24" HDPE (120.8 LF) S = 0.21%
S = 0.45%
NEW 24" CMP (22.2 LF)
TO BE REMOVED
EX. 20" CMP
NEW 36" HDPE (133.0 LF) S = 0.32%
NEW 36" HDPE (134.3 LF) S = 0.32%
NEW 24" HDPE (167.3 LF) S = 0.36
S
6" APPLE
20" PINE
CB
W
G
EL. 221.46
BM
UTILITY/PIPELINE EASEMENT
TEMPORARY EASEMENT
RIGHT OF WAY
PROPERTY BOUNDARY
WETLAND BOUNDARY
FENCE
UNDERGROUND NATURAL GAS
BURRIED ELECTRICAL
OVERHEAD ELECTRICAL
COMMUNICATIONS
UNDERGROUND
WATER MAIN
STORM DRAIN
SEWER MAIN
EDGE OF PAVEMENT
BENCHMARK
CONTROL
HORIZONTAL VERTICAL
ELECTRICAL BOX
GAS SHUT OFF
WATER SHUT OFF
CATCH BASIN
SEWER MANHOLE
LIGHT POLE
TREES
WETLANDS
C-105
030' 10'20' 30'
PROFILE
HORIZONTAL SCALE: 1''= 30'-0"
VERTICAL SCALE: 1''= 4'-0"
4'
1'
2'
3'
4'
030' 10'
SCALE: 1''= 30'-0"
20' 30'
SITE PLAN
GAS LINE CROSSING
S T
A T
O S
T A
S
IT
E P
L A
N A
N D P
R O
F
T
O R
M D
R A
IN
M
A
IN
L
IN
E
RIM EL. 225.50
STA. 26+90.00
NEW 4' DIA. CB 8
RIM EL. 222.96
STA. 24+27.89
NEW 4' DIA. CB 7
RIM EL. 226.41
STA. 28+41.93
NEW 4' DIA. CB 10
ANDREWS EXTENSION
MAIN
NEW 24" HDPE
M A T C
H L
IN
E
S H E E T C -1
S H E E T C -1
RIM EL. 226.41
STA. 28+11.35 = STA. 2+00
NEW 4' DIA. CB 9
RIM EL. 227.18
STA. 3+01.5
NEW 4' DIA. CB 11
NEW 24" HDPE
NEW 24" HDPE
NEW 24" HDPE
CONNECT EXISTING 15" STORM DRAIN
RIM EL. 227.55
STA. 3+26.0
NEW 4' DIA. CB 11A
NEW 15" HDPE
CONNECT EXISTING 15" STORM DRAIN
INV. OUT EL. 221.86
RIM EL. 225.50
STA. 26+90.0 (OFFSET)
NEW 4' DIA. CB 8A
ELEV. 224.48
SEWER MANHOLE COVER
BM
REGRADE SURFACE TO SLOPE TO CB
NOTE:
STORM DRAIN MANHOLE DETAIL
DRAINAGE STRUCTURES, SEE
BASEMENT DRAINS TO STORM
LINES EXIST. CONTRACTOR TO TIE
LOCATION OF BASEMENT DRAIN
1. UNKNOWN NUMBER AND
(23.1 LF)
NEW 15" HDPE
STRUCTURE PLACEMENT
PIPE LENGTHS SHALL BE FIELD VERIFIED BASED ON ACTURAL
NOTE: PIPE LENTHS ARE PROVIDED FOR GENERAL INFORMATION.
WATER MAIN
SEWER MAIN
WATER MAIN
24+50 25+00
25+50 26+00
26+50 27+00
27+50 28+00
2+00
2+50 3+00
S
CB
CB
CB
CB
CB
CB
CB
W
W
W
W
G
D E
B O
R A
H D
R
IV
E
A P
P L E
M A
P L E
S H
R U
B S
H R
U B
O A
K
O A
K
M A
P L E
S H
E D
G A
R D
E N
ANDREWS AVENUE
ANDREWS AVENUE
H O
U S
E
H O
U S
E
PAVED DRIVE
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E
D R
IV
E P
A V
E D
D R
IV
E P
A V
E D
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
SHEET OF 15
A N
S I
D
D G
N \1
L
H
C -1
.d g n
P L
O T
T E
D B
Y
D U
B O
IS
K
IN
G
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
:1
D K
A S
C J
K
M T
M
D G
N
L H
C .d g n
D U
B O
N
G S u b m i t t e d b y
P l t e
/1
/2
S O
U T
H B
U R
L
IN
G T
O N
V E
R M
O N
T
S T
O R
M W
A T
E R I
M P
R O
V E
M E
N T S
L A
U R
E L H
IL
L M
A Y
IN
V
E R
T E
L E
V A
T
IO
N
E X
IS
T
IN
G G
R A
D E
EXISTING GRADE
232232
24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+42
.1
.6
.1
.5
.0
.4
.7
.0
.5
.8
.0
.4
.9
.7
.2
.5
.5
EX. SANITARY SEWER MAIN
NEW CB AS SHOWN
AND REPLACE WITH
EX. CB TO BE REMOVED
15" INV IN EL. 223.34 (EX CB)
24" INV OUT EL. 222.45 (CB 9)
TO BE REMOVED
EX. 18" CMP
TO REMAIN UNDISTURBED
EX. ELECTRICAL LINE DEPTH UNKNOWN
RIM EL. 225.50
STA. 26+90.00
NEW 4' DIA. CB 8
INVERT EL. 220.58+/-
TO REMAIN UNDISTURBED
EX. 8" SANITARY LINE
24" INV IN EL. 222.60 (CB 11)
24" INV IN EL. 222.20 (CB 10)
24" INV OUT EL. 222.10 (CB 8)
R
IM
E
L .4
S T
A .9
N E
W D
IA
C B
R
IM
E
L .4
S T
A .3
S
T A .0
N E
W D
IA
C B
.1
.5
S H
E E
T C -1
M A
T C
H L
IN
E
15" INV IN EL. 221.40 (CB 8A)
24" INV IN EL. 221.40 (CB 9)
24" INV OUT EL. 221.40 (CB 7)
R
IM
E
L .9
S T
A .9
N E
W D
IA
C B
SEE SHEET C-104 FOR INVERT ELEVATIONS
NEW 24" HDPE (258.1 LF) S
= 0.93%
NEW 24" HDPE (117.4 LF) S
= 0.60%
S = 0.94%
NEW 24" HDPE (26.6 LF)
S
6" APPLE
20" PINE
CB
W
G
EL. 221.46
BM
UTILITY/PIPELINE EASEMENT
TEMPORARY EASEMENT
RIGHT OF WAY
PROPERTY BOUNDARY
WETLAND BOUNDARY
FENCE
UNDERGROUND NATURAL GAS
BURRIED ELECTRICAL
OVERHEAD ELECTRICAL
COMMUNICATIONS
UNDERGROUND
WATER MAIN
STORM DRAIN
SEWER MAIN
EDGE OF PAVEMENT
BENCHMARK
CONTROL
HORIZONTAL VERTICAL
ELECTRICAL BOX
GAS SHUT OFF
WATER SHUT OFF
CATCH BASIN
SEWER MANHOLE
LIGHT POLE
TREES
WETLANDS
LEGEND
(EXISTING)
232232
232232
2+00 2+50 3+00 3+50
.7
.4
.3
.2
24" INV IN EL. 222.20 (CB 10)
24" INV IN EL. 222.60 (CB 11)
24" INV OUT EL. 222.10 (CB 8)
15" INV OUT EL. 223.75
R
IM
E
L .5
S T
A .0
N E
W D
IA
C B
A
R
IM
E
L .1
S T
A .5
N E
W D
IA
C B
15" INV IN EL. 223.50 (CB 11A)
15" INV IN EL. 223.10 (EXISTING)
24" INV OUT EL. 222.80 (CB 9)
R
IM
E
L .4
S T
A S
T A .4
N E
W D
IA
C B
NEW 24" HDPE (97.5 LF) S = 0.21%
NEW 15" HDPE (20.5 LF) S = 1.22%
INVERT EL. 221.87 ±
MAIN TO REMAIN UNDISTURBED
EX. 8" SANITARY SEWER
C-106
PROFILE
HORIZONTAL SCALE: 1''= 30'-0"
VERTICAL SCALE: 1''= 4'-0"
4'
1'
2'
3'
4'
S T
A T
O S
T A
S
IT
E P
L A
N A
N D P
R O
F
B R
IN
G D
R
IV
E S
T O
R M
D R
A
IN
N
030' 10'
SCALE: 1''= 30'-0"
20' 30'
SITE PLAN
GASLINE CROSSING
M A T C
H L
IN
E
S H E E T C -1
S H E E T C -1
NEW 30" HDPE PIPE
NEW 30" HDPE PIPE
NEW 30" HDPE
CONNECT EX. 18" CMP
NEW 30" HDPE
RIM EL. 220.76
STA. 48+53.8 = STA. 12+33.6
NEW VAULT 1
RIM EL. 223.36
STA. 50+00.0
NEW 6' DIA. CB 12
RIM EL. 226.41
STA. 52+37.4
NEW 6' DIA. CB 13
RIM EL. 227.79
STA. 53+98.8
NEW 6' DIA. CB 14
INV. OUT EL. 221.82
RIM EL. 226.23
STA. 52+38.8 (OFFSET)
NEW 4' DIA. CB 13A
__" COMMUNICATION CABLES
STA. 55+15.0
CONCRETE HEADWALL
NEW PRECAST
GATE.
ADD 12' SWING
REPLACE 30' AND
LINK FENCE.
EXISTING CHAIN
PROPOSED WORK AREA ON UVM PROPERTY.
WETLAND B
WETLAND BOUNDARY ALONG DITCHLINE
NOTE:
STORM DRAIN MANHOLE DETAIL
DRAINAGE STRUCTURES, SEE
BASEMENT DRAINS TO STORM
LINES EXIST. CONTRACTOR TO TIE
LOCATION OF BASEMENT DRAIN
1. UNKNOWN NUMBER AND
(22.1 LF)
NEW 15" HDPE
31.5' OFF EXISTING FENCE
STRUCTURE PLACEMENT
PIPE LENGTHS SHALL BE FIELD VERIFIED BASED ON ACTURAL
NOTE: PIPE LENTHS ARE PROVIDED FOR GENERAL INFORMATION.
INLET PROTECTION
15' X 15' X 2' THICK TYPE II STONE
WATER MAIN
SEWER MAIN
ELECTRICAL CABLE
SEWER MAIN GAS LINE
WATER MAIN
COMMUNICATION CABLES
49+00 49+50
50+00 50+50
51+00 51+50
52+00 52+50
53+00 53+50
54+00 54+50
55+00 55+25
48+50
S
S
S
CB
CB
CB
CB
CB
CB
G
WW
WETLAND BOUNDARY ALONG DITCHLINE
D E
B O
R A
H D
R
IV
E
M A
P L E
B E
E C
H
M A
P L E
P O
R C
H
H O
U S
E
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E P
A V
E D D
R
IV
E
DRIVE
PAVED
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
H O
U S
E
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E
Y A
N D
O W D
R
IV
E
DRIVE
PAVED
DRIVE
PAVED
SEBRING ROAD
226 226
227 227
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
SHEET OF 15
A N
S I
D
D G
N \1
L
H
C -1
.d g n
P L
O T
T E
D B
Y
D U
B O
IS
K
IN
G
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
:1
:2
D K
A S
C J
K
M T
M
D G
N
L H
C .d g n
D U
B O
N
G S u b m i t t e d b y
P l t e
/1
/2
S O
U T
H B
U R
L
IN
G T
O N
V E
R M
O N
T
S T
O R
M W
A T
E R I
M P
R O
V E
M E
N T S
L A
U R
E L H
IL
L M
A Y
236236
236236
48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50
EXISTING GRADE
IN
V
E R
T E
L E
V A
T
IO
N
E X
IS
T
IN
G G
R A
D E
D E
B O
R A
H D
R
IV
E
NEW CB AS SHOWN
AND REPLACED WITH
EX. CB TO BE REMOVED
NEW CB AS SHOWN
AND REPLACED WITH
EX. CB TO BE REMOVED
TO REMAIN UNDISTURBED
EX. GAS LINE DEPTH UNKNOWN
TO BE REMOVED
EX. 18" CMP
TO BE REMOVED
EX. 15" CMP
TO BE REMOVED
EX. 18" CMP
TO BE REMOVED
EX. 18" CMP
IN
V E
L .5
.0
.7
.5
.1
.6
.2
.8
.5
.1
.7
.3
.3
.3
.3
.9
.4
.8
.6
.0
.1
.6
.2
.6
.8
.4
.6
NEW CB AS SHOWN
AND REPLACED WITH
EX. CB TO BE REMOVED
30" INV IN EL. 216.40 (CB 12)
48" INV IN EL. 212.5 (VAULT 2)
36" INV IN EL. 212.5 (VAULT 2)
60"X24" INV OUT EL. 212.00 (OUTLET)
30" INV IN EL. 218.60 (CB 13)
30" INV OUT EL. 218.40 (VAULT 1)
IN
V I
N E
L
.5
(E
X C
B
IN
V I
N E
L .4
H E
A D
W A
L L
IN
V O
U T E
L .3
C B
M A
T C
H L
IN
E S
H E
E T C -1
R
IM
E
L .7
S T
A .8
S T
A .6
N E
W V
A U
L T
R
IM
E
L .3
S T
A .0
N E
W D
IA
C B
R
IM
E
L .4
S T
A .4
N E
W D
IA
C B
R
IM
E
L .7
S T
A .8
N E
W D
IA
C B
T O
P E
L .1
S T
A .0
H E
A D
W A
L
CONCRETE HEADWALL
NEW PRECAST
IN
V I
N E
L .4
C B
A
IN
V I
N E
L .4
C B
IN
V O
U T E
L .2
C B
NEW 30" H
DPE (137.
7 LF) S
= 1.45%
NEW 30" HDPE (231.4
LF) S = 1
.12%
NEW 30" H
DPE (155.
4 LF) S
= 1.22%
NEW 30
" HDPE (1
13.2
LF) S
= 1.9 3%
INLET PROTECTION
TYPE II STONE
15' X 15' X 2' THICK
C-107
PROFILE
HORIZONTAL SCALE: 1''= 30'-0"
VERTICAL SCALE: 1''= 4'-0"
4'
1'
2'
3'
4'
030' 10'
SCALE: 1''= 30'-0"
20' 30'
SITE PLAN
SANDALWOOD EXTENSION
NEW 24" HDPE
RIM EL. 222.50
STA. 3+57.95
NEW 4' DIA. CB 15
SANDALWOOD EXTENSION
D E
B O
R A
H D
R
IV
E
RIM EL. 222.42
STA. 4+23.04
NEW 4' DIA. CB 17
RIM EL. 222.25
STA. 3+86.96
NEW 4' DIA. CB 16
S H E E T
C -1
M
ATCHLINE
S H E E T
C -1
03NEW 24" HDPE
NEW 18" HDPE
NEW 18" HDPE
N
RIM EL. 220.99
STA. 2+00.0 = STA. 15+01.7
NEW VAULT 3
D E
T E
N T
IO
N A
N D E
X T
E N
S
IO
N
S
IT
E P
L A
N A
N D P
R O
F
IL
N D
A L
W O
O D R
O A
D
NOTE:
STRUCTURE PLACEMENT
PIPE LENGTHS SHALL BE FIELD VERIFIED BASED ON ACTURAL
NOTE: PIPE LENTHS ARE PROVIDED FOR GENERAL INFORMATION.
WATER MAIN
WATER MAIN
SEWER MAIN
GAS LINE
SEE NOTE 2, THIS SHEET
RIM EL. 221.36
STA. 2+40.00
NEW 4' DIA. MH 3
ELEVATIONS ADJUSTED UPWARD BY 0.40 FEET.
RELOCATED IN THE FIELD TO STA 2+80.0 WITH
DRAIN. IF DRAIN DOES NOT EXIST, MH 3 SHALL BE
CONTRACTOR SHALL CONFIRM EXISTENCE OF THE
FOUNDATION DRAIN FROM ADJACENT HOUSE.
CONNECT POSSIBLE EXISTING YARD DRAIN AND/OR
2. NEW MH 3 IS INTENDED TO PROVIDE A LOCATION TO
STORM DRAIN MANHOLE DETAIL
DRAINS TO STORM DRAINAGE STRUCTURES, SEE
DRAIN LINES EXIST. CONTRACTOR TO TIE BASEMENT
1. UNKNOWN NUMBER AND LOCATION OF BASEMENT
2+00 2+50
3+00 3+50
4+00
4+23
S
CB
CB
CB
CB
CB
CB
P
IN
E
M A
P L E
M A
P L E
P
IN
E
P
IN
E
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E
H O
U S
E
SANDALWOOD ROAD
P A
V
R
IV
E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
SHEET OF 15
A N
S I
D
D G
N \1
L
H
C -1
.d g n
P L
O T
T E
D B
Y
D U
B O
IS
K
IN
G
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
:1
:0
D K
A S
C J
K
M T
M
D G
N
L H
C .d g n
D U
B O
N
G S u b m i t t e d b y
P l t e
/1
/2
S O
U T
H B
U R
L
IN
G T
O N
V E
R M
O N
T
S T
O R
M W
A T
E R I
M P
R O
V E
M E
N T S
L A
U R
E L H
IL
L M
A Y
228228
228228
2+00 2+50 3+00 3+50 4+00 4+50
IN
V
E R
T E
L E
V A
T
IO
N
E X
IS
T
IN
G G
R A
D E
IN
V I
N E
L .5
IN
V O
U T E
L .4
IN
V I
N E
L .1
IN
V O
U T E
L .0
IN
V I
N E
L .8
IN
V O
U T E
L .4
.4
.8
.3
.2
.0
.5
.2
.7
.7
EXISTING GRADE
R
IM
E
L .3
S T
A .0
N E
W D
IA
M H
24" INV IN EL. 217.30 (CB 15)
24" INV OUT EL. 217.30 (VAULT 3)
R
IM
E
L .5
S T
A .9
N E
W D
IA
C B
M A
T C
H L
IN
E S
H E
E T C -1
R
IM
E
L .9
S T
A .0
.7
N E
W V
A U
L T
R
IM
E
L .2
S T
A .0
N E
W D
IA
C B
R
IM
E
L .4
S T
A .0
N E
W D
IA
C B
15" INV IN EL. 217.00 (CB 1A)
24" INV IN EL. 217.00 (MH 3)
36" INV IN EL. 213.20 (CB 2)
36" INV OUT EL. 213.00 (VAULT 2)
48" INV OUT EL. 213.00 (VAULT 2)
NEW 24" HDPE (113.9 LF)
S = 0.96%
NEW 18" HDPE (25.1 LF) S=2.00%
NEW 18" HDPE (32.0 LF) S=0.94%
NEW 24" HDPE (32.5 LF) S = 0.91%
S
6" APPLE
20" PINE
CB
W
G
EL. 221.46
BM
UTILITY/PIPELINE EASEMENT
TEMPORARY EASEMENT
RIGHT OF WAY
PROPERTY BOUNDARY
WETLAND BOUNDARY
FENCE
UNDERGROUND NATURAL GAS
BURRIED ELECTRICAL
OVERHEAD ELECTRICAL
COMMUNICATIONS
UNDERGROUND
WATER MAIN
STORM DRAIN
SEWER MAIN
EDGE OF PAVEMENT
BENCHMARK
CONTROL
HORIZONTAL VERTICAL
ELECTRICAL BOX
GAS SHUT OFF
WATER SHUT OFF
CATCH BASIN
SEWER MANHOLE
LIGHT POLE
TREES
WETLANDS
C-108
030' 10'20' 30'
PROFILE
HORIZONTAL SCALE: 1''= 30'-0"
VERTICAL SCALE: 1''= 4'-0"
4'
1'
2'
3'
4'
030' 10'
SCALE: 1''= 30'-0"
20' 30'
SITE PLAN
SCOTTSDALE EXTENSION
D E
T E
N T
IO
N A
N D E
X T
E N
S
IO
N
S
IT
E P
L A
N A
N D P
R O
F
IL
C
O T
T S
D A
L E R
O A
D
RIM EL. 228.09
STA. 5+54.0
NEW 4' DIA. CB 19
RIM EL. 228.04
STA. 5+86.0
NEW 4' DIA. CB 20
D E
B O
R A
H D
R
IV
E
NEW 18" HDPE
NEW 18" HDPE
S H E E T C -1
S H E E T C -1
M A T C
H L
IN
E
NEW 24" HDPE
RIM EL. 228.21
STA. 4+85.0
NEW 4' DIA. MH 4
RIM EL. 223.85
STA. 2+00.0 = STA. 19+79.7
NEW CB 4
__" WATER MAINSCOTTSDALE EXTENSION
RIM EL. 228.21
STA. 5+20.3
NEW 4' DIA. CB 18
NOTE:
STORM DRAIN MANHOLE DETAIL
DRAINAGE STRUCTURES, SEE
BASEMENT DRAINS TO STORM
LINES EXIST. CONTRACTOR TO TIE
LOCATION OF BASEMENT DRAIN
1. UNKNOWN NUMBER AND
STRUCTURE PLACEMENT
PIPE LENGTHS SHALL BE FIELD VERIFIED BASED ON ACTURAL
NOTE: PIPE LENTHS ARE PROVIDED FOR GENERAL INFORMATION.
NEW 15" HDPE
INV. OUT EL. 225.30
INV. IN EL. 225.35
RIM EL. 228.85
NEW 4' DIA. MH 5
GAS LINE SEWER MAIN
20+00
2+00 2+50 3+00 3+50 4+00 4+50 5+00
05+86 5+86
CB
CB
CB
CB
CBCB
W
WG
E
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E
P A
V E
D D
R
IV
E
M A
P L E
M A
P L E
A P
P L E
SCOTTSDALE ROAD
PAVED DRIVE
PAVED DRIVE
H O
U S
E
H O
U S
E
H O
U S
E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
SHEET OF 15
A N
S I
D
D G
N \1
L
H
C -1
.d g n
P L
O T
T E
D B
Y
D U
B O
IS
K
IN
G
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
Y
R D
E R
:2
:0
P
M
D K
A S
C J
K
M T
M
D G
N
L H
C .d g n
D U
B O
N
G S u b m i t t e d b y
P l t e
/1
/2
S O
U T
H B
U R
L
IN
G T
O N
V E
R M
O N
T
S T
O R
M W
A T
E R I
M P
R O
V E
M E
N T S
L A
U R
E L H
IL
L M
A Y
236236
236236
2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00
IN
V
E R
T E
L E
V A
T
IO
N
E X
IS
T
IN
G G
R A
D E
18" INV. IN EL. 224.80 (CB 20)
18" INV OUT EL. 224.70 (CB 18)
EL. 225.00 (CB 19)
18" INV OUT
EXISTING SANITARY SEWER
M A
T C
H L
IN
E S
H E
E T C -1
EXISTING GRADE
R
IM
E
L .0
S T
A .0
N E
W D
IA
C B
R
IM
E
L .0
S T
A .0
N E
W D
IA
C B
R
IM
E
L .8
S T
A .0
.7
N E
W D
IA
C
B
R
IM
E
L .2
S T
A .0
N E
W D
IA
M H
R
IM
E
L .2
S T
A .3
N E
W D
IA
C B
15" INV. IN EL. 225.20 (MH 5)
18" INV. IN EL. 224.50 (CB 19)
24" INV OUT EL. 224.00 (MH4)
24" INV IN EL. 219.20 (MH 4)
15" INV IN EL. 218.00 (CB 4A)
24" INV IN EL. 217.80 (CB 5)
36" INV OUT EL. 216.45 (MH 1)
NEW 24" H
DPE (280 L
F) S = 1.
51%
S = 1.31%
NEW 24" HDPE (31.3 LF)
IN
V
IN
E
L .5
C B
IN
V O
U T E
L .4
C B
S = 0.67%
NEW 18" HDPE (29.7 LF)
S = 0.71%
NEW 18" HDPE (28 .0 LF)
S
6" APPLE
20" PINE
CB
W
G
EL. 221.46
BM
UTILITY/PIPELINE EASEMENT
TEMPORARY EASEMENT
RIGHT OF WAY
PROPERTY BOUNDARY
WETLAND BOUNDARY
FENCE
UNDERGROUND NATURAL GAS
BURRIED ELECTRICAL
OVERHEAD ELECTRICAL
COMMUNICATIONS
UNDERGROUND
WATER MAIN
STORM DRAIN
SEWER MAIN
EDGE OF PAVEMENT
BENCHMARK
CONTROL
HORIZONTAL VERTICAL
ELECTRICAL BOX
GAS SHUT OFF
WATER SHUT OFF
CATCH BASIN
SEWER MANHOLE
LIGHT POLE
TREES
WETLANDS
C-501
S T
O R
M D
R A
IN
D
E T
A
IL
S
TRANSVERSE PATCH MORE THAN HALF THE WIDTH OF TRAVEL LANE
TRANSVERSE PATCH LESS THAN HALF THE WIDTH OF TRAVEL LANE
NOT TO SCALE
PAVEMENT REPAIR DETAIL
(TYP.)
EDGE OF PAVEMENT
CENTERLINE
MILLED TO A DEPTH OF 1-3/4"
COLD PLANE AREA
LC
(TYP. BOTH SIDES)
COLD PLANE JOINT
(TYP.)
EDGE OF PAVEMENT
CENTERLINE
MILLED TO A DEPTH OF 1-3/4"
COLD PLANE AREA
PAVEMENT SAW-CUT
TRENCH W/ ORIGINAL
LC
(TYP. BOTH SIDES)
COLD PLANE JOINT
PAVEMENT SAW-CUT
TRENCH W/ ORIGINAL
(TYP.)
EDGE OF PAVEMENT
INTERSECTION PATCH
CENTERLINE
OF 1-3/4"
MILLED TO A DEPTH
COLD PLANE AREA
PAVEMENT SAW-CUT
TRENCH W/ ORIGINAL (TYP. BOTH SIDES)
COLD PLANE JOINT
T
Y P
TRENCH
18" (TYP.)
SEE TRENCH DETAIL
UTILITY TRENCH
UTILITY
CROSS SECTION
SAW-CUT
PAVEMENT
MATERIAL.
PLACE 1-3/4" OF NHDOT 304.11 HOT BITUMINOUS
PERMANENT BITUMINOUS MATERIAL.
TACK ALL PAVEMENT EDGES PRIOR TO PLACEMENT OF
UNDISTURBED PAVEMENT.
PROVIDING A MINIMUM 18" OVERLAP ONTO EXISTING
1-3/4" IN ACCORDANCE TO THE PLAN LAYOUTS
PAVEMENT AREA SHALL BE MILLED TO A DEPTH OF
AFTER PAVEMENT CURE PERIOD HAS BEEN COMPLETED,
30-DAYS.
1-1/2" LIFTS. TEMPORARY PATCH SHALL CURE FOR
BITUMINOUS MATERIAL SHALL BE PLACED IN TWO (2)
A TEMPORARY 3-INCH DEPTH OF NHDOT 304.11 HOT
ASSOCIATED UTILITY REQUIREMENTS.
TRENCH BACKFILL SHALL BE IN ACCORDANCE TO
ACTIVITIES SHALL BE REPAIRED.
INADVERTENTLY DEVELOP DURING CONSTRUCTION
SHALL BE SAW-CUT. ANY UNDERMINED AREAS THAT
PRIOR TO ALL TRENCH EXCAVATIONS EXISTING PAVEMENT
6.
5.
4.
3.
2.
1.
NOTES:
1'-0" (TYP.)
12" (TYP.)
18" (TYP.)
18" (TYP.)
12" (TYP.)
12" (TYP.)
NOT TO SCALE
PRECAST CONCRETE HEADWALL DETAIL
ELEVATION
PLAN
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US Army Corps
D A
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NUMBER
REFERENCE
SHEET
M A
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R D
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:4
D K
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L A
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PRECAST CONE
JOINT DETAIL
SEE
OR BUTYL RUBBER GASKETS
USING BITUMASTIC SEALANT
(TONGUE & GROOVE)
WATERTIGHT JOINT
(TYP.)
MORTOR JOINT
FLEXIBLE BOOT OR
S U
M P
AS REQUIRED
BARREL SECTIONS
PRECAST
OR LEDGE
UNDISTURBED EARTH
6"
12"
3/4" STONE BEDDING
NOT TO SCALE
CATCH BASIN/DRAIN MANHOLE DETAIL
4"
2" MIN.
NOT TO SCALE
JOINT DETAIL
LC
DIAMETER
SEE PLANS FOR
(1 BRICK MIN, 12" MAX.)
OR 4000psi CONCRETE RING
SEWER BRICK TYPE SS
ADJUST TO GRADE W/
CEMENT/MORTAR
TYPE II PORTLAND
LC
(MIN.)
8"
5"
(MIN.)
(MIN.)
(ASTM D-1557)
TO 95% OF OPTIMUM DRY DENSITY
COMPACTED IN 8" LIFTS (MAX.)
SUITABLE BACKFILL MATERIAL
(SEE NOTE NO. 3)
PIPE COVER
(SEE NOTE NO. 2)
3/4" STONE PIPE BEDDING
MILLED TO A DEPTH OF 1-3/4"
COLD PLANE AREA
4' DIA.
3'1' (TYP.)
NOT TO SCALE
PIPE TRENCH DETAILS
LIMITS WITHIN THE EASEMENT LIMITS
SYSTEM AS NECESSARY TO KEEP EXCAVATION
CONTRACTOR SHALL PROVIDE A SUPPORT
1.5
1.5
TO SINGLE PIPE INSTALLATIONS
THESE TRENCH DETAILS ARE APPLICABLE
NOTE:
5.
4.
3.
2.
1.
NOTES:
30"
ON FLAT TOP PRECAST CONCRETE SECTION
23-7/8" SQ. WITH 8" HIGH FRAME SET
GRATES FOR CATCH BASINS SHALL BE
T Y P
CENTER OF LOWEST STORM DRAIN
ELEVATION OF KNOCK OUTS AT
ACCOMODATE 4" PIPES. CENTER
CL OF NEW STORM DRAIN TO
SEE PLANS FOR STRUCTURE SIZES.
MANUFACTURED IN ACCORDANCE WITH ASTM C-478; LATEST REVISION.
PRECAST SECTIONS SHALL MEET HS-20 LOADING, CONSIST OF CONCRETE THAT IS A MINIMUM OF 4000psi @28 DAYS AND SHALL BE
PRECAST SECTIONS SHALL BE 5" THICK WITH 0.12 SQ.IN/LF AREA OF STEEL REINFORCEMENT OR 8" THICK UNREINFORCED.
3.
2.
1.
NOTES:
PLANSECTION
PRECAST FLAT TOP (CB)
MH COVER AND FRAME
3' DIA.
2' ABOVE CREST OF PIPE
UTILITY LOCATION MARKER
1:1 MAX SLOPE TYPE B SOIL
MAX SLOPE TYPE C SOIL
MINIMIZE EXCAVATION
WHERE REASONABLY POSSIBLE, THE CONTRACTOR SHALL UTILIZE A TRENCH SUPPORT SYSTEM TO
BETWEEN THE PERMANENT AND TEMPORARY EASEMENT LIMITS.
CONTRACTOR MUST PROTECT EXISTING STRUCTURES, TREES, OR OTHER ITEMS THAT ARE PRESENT
ABOVE CREST OF PIPE. PIPE COVER MATERIAL SHALL BE SCREENED GRAVEL
PIPE COVER MATERIAL SHALL BE FULL WIDTH OF TRENCH FROM SPRING LINE UP TO 12" (MINIMUM)
PIPE (IN EARTH) OR 12" BELOW PIPE (IN LEDGE) UP TO SPRING LINE OF PIPE.
BEDDING MATERIAL SHALL BE FULL WIDTH OF TRENCH. BEDDING MATERIAL SHALL BE 6" BELOW
ALL EXCAVATION MUST MEET OSHA STANDARDS.
" 5
" 3
72"
(TY
P .)8
(TY
P
(TY
P
FACE OF HEADWALL
FOOTING
30" OPENING
30" OPENING
FOOTING, AND PENETRATIONS.
AND AT A MINIMUM, SHALL INCLUDE DETAILS OF HEADWALL, WINGWALLS,
STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN VERMONT IS REQUIRED
MEET ALL APPROPRIATE CODES AND STANDARDS. SUBMITTAL THAT IS
STRUCTURE SHALL BE PROVIDED AND DESIGNED BY PRECAST SUPPLIER TO
HEADWALL DETAIL PROVIDED FOR DIMENSIONAL INFORMATION ONLY. A PRECAST
NOTE:
C-502
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US Army Corps
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New York District h tt p /w w w .n a n .u s a c…
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