-
SITE PAVING, GRADING AND DRAINAGE LEGEND
ASPHALT PAVEMENT
CONCRETE PAVEMENT
SPOT GRADE
INDEX GROUND CONTOUR
INTERMEDIATE GROUND CONTOUR
UNDERDRAIN
STORM SEWER PIPE
CATCH BASIN
STORM CLEAN OUT
PAVEMENT RIDGE LINE
LANDSCAPE RESTORATION
FUTURE MULTI-USE PATH
ST
CB
480
481
EXISTING CONDITIONS LEGEND:
IRON ROD
IRON PIPE
SET IRON ROD
VALVE
POWER POLE
LIGHT POLE
MANHOLE
ELECTRIC MANHOLE
SQUARE CATCH BASIN
ROUND CATCH BASIN
TRAFFIC SIGNAL POLE
SET BENCH MARK
PIPE BOLLARD
TRAFFIC SIGN
FINISH FLOOR ELEVATION
AIR CONDITIONING UNIT
ELECTRIC METER
GAS METER
TELEPHONE RISER
ELECTRICAL BOX
PROPERTY LINE
FENCE LINE
WATER LINE
STORM SEWER LINE
SANITARY SEWER LINE
GAS LINE
OVERHEAD POWER POLE LINE
GROUND ELEVATION
GROUND CONTOUR
TSP
480
478.24
W
ST
SA
G
O/H
X
KEY NOTES1 PROVIDE STANDARD DUTY ASPHALT PAVEMENT. SEE DETAIL
1/C-302.
2 PROVIDE INTEGRAL CURB AND CONCRETE SIDEWALK. SEE DETAIL
13/C-302.
3 PROVIDE HDPE STORM SEWER PIPING. SEE DETAIL 6/C-302.
4 PROVIDE STORM CATCH BASIN. SEE DETAIL 5/C-302.
5 PROVIDE LANDSCAPE RESTORATION. SEE DETAIL 7/C-302.
6 PROVIDE CONCRETE SIDEWALK RAMP. SEE DETAIL 10/C-302.
7 PROVIDE CONCRETE WALK. SEE DETAIL 2/C-302.
8 PROVIDE CONCRETE CURB. SEE DETAIL 9/C-302.
9 PROVIDE CONCRETE DRIVE ISLAND.
10 PROVIDE BIO-RETENTION BASIN. SEE DETAIL 12/C-302.
11 PROVIDE GRASS SWALE. SEE DETAIL 8/C-302.
12 PROVIDE 6"Ø PVC STORM SEWER LINE AT 1% MIN. SLOPE. SEE DETAIL
6/C-302.
13 PROVIDE STORM SEWER CLEAN OUT. SEE DETAIL 4/C-302.
14 FUTURE MULTI-USE PATH. (BY OTHERS)
#
LP
EM
GM
FFE
EMH
AC
479.00
DRAINAGE STRUCTURE TABLE
I.D.
NUMBER
RIM
ELEVATION
PIPE INVERT ELEVATIONS
COVER
TYPE
SIZE
(INSIDE DIMENSION)
CB #1 480.93 (10") SW INVERT = 476.81, (10") SE INVERT =
477.05,(12") N INVERT = 476.81 GRATE 30"X30"
CB #2 481.36 (10") SW INVERT = 477.27, (10") NW INVERT = 477.27
GRATE 30"X30"
CB #3 480.72 (10") SW INVERT = 477.55, (10") NE INVERT = 477.55
GRATE 30"X30"
CB #4 480.31 (10") NE INVERT = 477.31 GRATE 30"X30"
CB #5 480.83 (10") NE INVERT = 477.83 GRATE 30"X30"
X
X
X
X
X
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O
/H
O
/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
X
X
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O
/
H
O
/
H
O
/
H
O
/
H
O/H
O/H
O/H
SA
SA
SA
SA
SA
SA
SA
SA
S
A
S
A
S
A
S
A
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
S
T
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
S
A
S
A
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
W WW W
W WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
W
WW
W
WW
W
G
G
G
G
G
G
GG
G
G
G
GG
G
G
G
G
G
GG
G
16.0'
8.1'
SIR
SIR
N47°11'06"W 222.85'
N33°57'59"W
17.37'
(18.26±' By Deed)
40.71'
N44°55'45"E
S48°29'
07"E
230.8
3'
S42°02'10"W
100.81'
S40°33'29"W
59.26'
S4
2°4
8'4
4"W
1
12
.8
2'
North
easte
rly
Hig
hw
ay B
oundary
N41°24'53"W
15.71'
(N51°45'W 114.90±' By Deed)
(S
38
°1
5'W
1
20
.0
±' B
y D
ee
d)
114.90'
28.20'
79.74'
13.1
'
1 S
tory
Fram
e
Ho
use
1 Story
Frame Hous
e
5.2'
5.0
'
5.8'
5.3
'
EM
GM
6
"
C
l
a
y
8
"
C
la
y
6
"
C
l
a
y
6" Clay
6" Clay
SA-MH #4
8" C
lay
8" C
lay
8" C
lay
SA-MH #5
CB #3
ST-MH #3
12" PV
C
12" C
onc
12" C
onc
CB #2
ST-MH #1
36" Conc
36" Conc
36" Conc
ST-MH #6
1
2
"
P
V
C
18" C
onc
18" C
onc
1
2
"
P
V
C
EMH
EMH
TSP
TSP
CHESTNUT
STREET
NO
RT
HJA
ME
SS
TR
EE
T
Sign
Low Curb
Low Curb
Low Curb
Lo
w C
urb
Lo
w C
urb
Lo
w C
urb
Lo
w C
urb
Lo
w C
urb
Asphalt
Driv
ew
ay
36" Tree
Stump
4x4 Wood
Post
Wood
Shed
W
o
o
d
S
h
e
d
4x4 Wood
Post
W
24" Tree
24" Tree
12" Cedar
Trees
12" Locust
12" Locust
SIR
10" Spruce
Trees
8" C
lay
Bushes
Bushes
Lilac
Chain Link
Fence
Chain Link
Fence
480
4
8
0
4
8
0
4
8
1
4
8
1
481
481
4
8
1
4
8
1
4
8
1
4
8
1
4
8
1
4
8
0
4
8
0
478
4
7
9
4
7
8
4
8
0
480
4
7
9
478
4
7
9
480
4
7
9
4
7
9
4
7
9
4
7
8
4
7
8
Cu
rb
F
ace
Curb Face
(S
ee M
N 1)
(S
ee M
N 1)
(See MN 1)
Alley B
y M
ap R
eference #2
(100.49±' By Deed)
95.2
8'
Chestnut Street
Northw
esterly H
ighw
ay
Boundary N
orth Jam
es S
treet
X
X
Wire Mesh
Fence
G G
478
O
v
e
r
h
e
a
d
T
r
a
f
f
i
c
S
i
g
n
a
l
L
i
n
e
7.8'
N47°49'31"E
222.21'
(N
47°48'51"E
225.69' B
y D
eed)
Wo
od
Sh
ed
Alley B
y M
ap R
eference #2
Low
Curb
1
2
"
18" C
onc
36" Conc
(S
ee M
N 1)
(S
ee M
N 1)
(
S
e
e
M
N
1
)
(See MN 1)
(See MN 1)
(See MN 1)
(S
ee M
N 1)
ST-MH #4
ST
36" Conc
8" C
lay
CB #1
CB #4
CB #5
CB #6
Storm Manhole #1 (ST-MH #1)
Rim Elevation = 477.61
(12") SW Invert In = 474.11
(12") NE Invert Out = 474.02
Storm Manhole #2 (ST-MH #2)
Rim Elevation = 478.04
(36") SE Invert In = 466.49
(12") SW Invert In = 473.34
(36") NW Invert Out = 466.52
Storm Manhole #3 (ST-MH #3)
Rim Elevation = 479.14
(4") N Invert In = 475.74
(36") SE Invert In = 466.49
(10") S Invert In = 473.49
(36") NW Invert Out = 466.59
Storm Manhole #4 (ST-MH #4)
Rim Elevation = 477.90
(12") NE Invert In = 473.90
(12") NW Invert Out = 473.65
Storm Manhole #5 (ST-MH #5)
Rim Elevation = 478.60
(18") NE Invert In = 471.54
(36") SE Invert In = 465.85
(36") NW Invert Out = 465.89
Storm Manhole #6 (ST-MH #6)
Rim Elevation = 480.82
(12") N Invert In = 475.37
(18") NE Invert In = 473.37
(12") E Invert In = 475.37
(18") SW Invert Out = 473.42
Catch Basin #1 (CB #1)
Rim Elevation = 477.02
(Connected to ST MH #1)
Catch Basin #2 (CB #2)
Rim Elevation = 477.45
(12") SW Invert In = 474.15
(12") NE Invert Out = 474.09
Catch Basin #3 (CB #3)
Rim Elevation = 478.17
(12") SE Invert In = 473.60
(10") N Invert Out = 473.64
Catch Basin #4 (CB #4)
Rim Elevation = 477.56
(12") SW Invert Out = 473.86
Catch Basin #5 (CB #5)
Rim Elevation = 480.35
(12") W Invert Out = 475.64
Catch Basin #6 (CB #6)
Rim Elevation = 480.46
(12") S Invert Out = 476.80
ST-MH #5
ST-MH #2
SA-MH #1
SA-MH #2
SA-MH #3
Sanitary Manhole #1 (SA-MH #1)
Rim Elevation = 478.44
(6") NW Invert In = 471.51
(6") SE Invert Out = 471.44
Sanitary Manhole #2 (SA-MH #2)
Rim Elevation = 479.25
(6") NW Invert In = 470.50
(6") S Invert Out = 470.40
Sanitary Manhole #3 (SA-MH #3)
Rim Elevation = 478.76
(8") NE Invert In = 466.76
(8") SW Invert Out = 466.76
Sanitary Manhole #4 (SA-MH #4)
Rim Elevation = 480.20
(8") NE Invert In = 470.56
(8") SW Invert Out = 470.46
Sanitary Manhole #5 (SA-MH #5)
Rim Elevation = 481.00
(8") NE Invert In = 471.30
(8") SW Invert Out = 471.28
GM
EM
XX
XX
XX
XX
XX
XX
XX
X
PROPOSED 1-STORYBUILDING (~2,800 SF)
CB
C
B
CB
CB
S
T
ST
ST
S
T
S
T
ST
ST
ST
ST
ST
S
T
INV OUT = 476.60
479
478
477
S
T
481
481
481
481
30'± OF 12" HDPE
@ 0.7% SLOPE
41'± OF 10" HDPE @ 0.5% SLOPE
99'±
OF1
0" H
DPE
@ 0
.5% S
LOPE
57'± OF 10" HDPE @ 0.5%
SLOPE
6" P
VC
CB
S
T
S
T
56'±
OF 10
" HDP
E @
0.5%
SLO
PE
476.50 482
CB #2CB #1
CB #3
CB #5CB #4
FFE = 481.90
481
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
480
7
2
4
4
4
4
3
3
3
3
1
1
1
5
11
5
4
3
TC 481.90BC 481.42
481.90
TC 481.60BC 481.10
TC 481.90BC 481.42
481.31
481.31
481.78
478.08478.03
481.90481.65
TC 481.61BC 481.11
TC 481.97BC 481.47
TC 481.70BC 481.20
TC 482.10BC 481.60
TC 482.61BC 482.11TC 482.45
BC 481.95
TC 482.25BC 481.75
TC 482.48BC 481.98
TC 482.38BC 481.88
TC 481.90BC 481.40
TC 481.90BC 481.40
TC 482.48BC 481.98
TC 482.44BC 481.94
TC 482.78BC 482.28
TC 482.46BC 481.96
TC 481.95BC 481.45
TC 481.94BC 481.43
TC 482.02BC 481.52
481.75
481.70
481.49
TC 481.47BC 480.97
TC 480.75BC 480.25
TC 479.64BC 479.14
TC 480.51BC 480.01
TC 482.64BC 482.14
TC 482.42BC 481.92
480.11
480.37
480.91
480.93
480.72
TC 479.54BC 479.04
481.15
481.36
TC 481.84BC 481.34
TC 481.84BC 481.34
480.31
TC 481.49BC 480.99
481.44
TC 482.48BC 481.98
480.93
480.00
479.00
478.00
479.00
479.50
481.54
481.50
TC 482.19BC 481.69
TC 481.54BC 481.04
TC 481.74BC 481.24
482.10
482.11
481.29
TC 481.81BC 481.31
TC 481.95BC 481.45
TC 481.67BC 481.17
480.83
481.31
481.56
481.56
481.44
481.44
TC 481.65
481.90
481.80
5
10
5
5
5
13
12
7
14
5
5
9
11
6
8
8
8
TC 481.10BC 481.05
TC 481.90BC 481.40
14
Drawing Title
Drawing No.
Date
Date
Seal
Project No.
Phase
Revision
Project Name
No.
CITY OF ROME, NEW YORK
2020.11.12
2020.335.001
G.P.O. FEDERAL CREDIT
UNION
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
4873 NYS Route 5
Vernon, NY 13476
Tel: 315.953.4200
Fax: 315.953.4202
Email: [email protected]
www.delta-eas.com
0' 40'20'10'
SCALE: 1" = 20'
C-201
PAVING, GRADING AND
DRAINAGE PLAN
PAVING, GRADING AND DRAINAGE PLAN
SCALE: 1" = 20'
C-101
1
NORTH
12/22/2020PLAN UPDATE1
AutoCAD SHX TextUNAUTHORIZED ALTERATION OF THIS DRAWING IS A
VIOLATION OF THE NEW YORK STATE EDUCATION LAW, SECTION 7209,
SUBDIVISION 2.
-
C-301
DETAILS
Drawing Title
Drawing No.
Date
Date
Seal
Project No.
Phase
Revision
Project Name
No.
CITY OF ROME, NEW YORK
2020.11.12
2020.335.001
G.P.O. FEDERAL CREDIT
UNION
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
4873 NYS Route 5
Vernon, NY 13476
Tel: 315.953.4200
Fax: 315.953.4202
Email: [email protected]
www.delta-eas.com
CONSTRUCTION SPECIFICATIONS:
1. THE PLANS SHOW SUBSURFACE STRUCTURES, ABOVEGROUND STRUCTURES,
AND/OR UTILITIES FROM FIELD LOCATIONAND RECORD MAPPING. EXACT
LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN
PARTICULAR, THECONTRACTOR IS WARNED THAT THE EXACT OR EVEN
APPROXIMATE LOCATION OF SUCH PIPELINES, SUBSURFACESTRUCTURES AND/OR
UTILITIES IN THE AREA MAY BE DIFFERENT FROM THAT SHOWN OR MAY NOT
BE SHOWN, AND ITSHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT
CARE IN EXECUTING ANY WORK. THE CONTRACTOR IS TO CALLDIG SAFELY NEW
YORK AT 1-800-962-7962. A MINIMUM OF 72 HOURS BEFORE DIGGING,
DRILLING, OR BLASTING.
2. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS
THAT VARY FROM THOSE SHOWN ON THE PLANS. THECONTRACTOR'S WORK SHALL
NOT VARY FROM THE PLANS WITHOUT THE EXPRESSED APPROVAL OF THE
ENGINEER.
3. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL
OTHER CONTRACTORS PERFORMING WORK ON THISJOB SITE DURING THE
PERFORMANCE OF THIS CONTRACT.
4. THE CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS,
SIGNS, AND OTHER PUBLIC OR PRIVATE PROPERTYDAMAGED OR REMOVED TO AT
LEAST AS GOOD A CONDITION AS BEFORE BEING DISTURBED AS DETERMINED
BY THEENGINEER. ANY DAMAGED TREES, SHRUBS, AND/OR HEDGES SHALL BE
REPLACED AT THE CONTRACTOR'S EXPENSE.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND
INCURRING THE COST OF ALL REQUIRED PERMITS,INSPECTIONS,
CERTIFICATES, ETC. AND SHALL COMPLY WITH ALL PERMITS.
6. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL
APPLICABLE NATIONAL, STATE, AND LOCAL CODES,STANDARDS, ORDINANCES,
RULES, AND REGULATIONS.
7. ALL PROPOSED UTILITIES AND APPURTENANCES ARE TO BE
CONSTRUCTED IN COMPLIANCE WITH THE LOCALMUNICIPALITIES' CODES AND
REGULATIONS GOVERNING THE INSTALLATION OF SUCH UTILITIES.
8. THE ENGINEER RESERVES THE RIGHT TO EXAMINE ANY WORK DONE ON
THIS PROJECT AT ANY TIME TO DETERMINECONFORMANCE WITH THE
REQUIREMENTS OF THE CONTRACT DOCUMENTS OF THIS PROJECT AS INTENDED
ANDINTERPRETED BY THE ENGINEER.
9. MISCELLANEOUS WORK NOT SPECIFICALLY SHOWN ON THE CONTRACT
DRAWINGS SUCH AS PATCHING, BLOCKING,TRIMMING, ETC. SHALL BE
PERFORMED AS REQUIRED TO MAKE THE WORK COMPLETE.
10. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE
INFORMATION. ANY MONUMENTATION DISTURBED ORDESTROYED, AS JUDGED BY
THE ENGINEER OR OWNER, SHALL BE REPLACED AT THE CONTRACTOR'S
EXPENSE UNDER THESUPERVISION OF A NEW YORK STATE LICENSED LAND
SURVEYOR.
11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN
SHEETS AND COORDINATE WORK WITH ALL OTHERCONTRACTS FOR THE
SITE.
12. THE CONTRACTOR SHALL: VERIFY ALL CONDITIONS IN THE FIELD
PRIOR TO COMMENCEMENT OF WORK AND NOTIFY THEENGINEER OF ANY
DISCREPANCIES.
13. EXAMINE THE SITE AND INCLUDE IN HIS WORK THE EFFECT OF ALL
EXISTING CONDITIONS ON THE WORK.
14. PROVIDE AND INSTALL ALL MATERIALS AND PERFORM ALL WORK IN
ACCORDANCE WITH RECOGNIZED GOOD STANDARDPRACTICE.
15. HOLD THE OWNER HARMLESS AGAINST ANY AND ALL CLAIMS ARISING
FROM WORK DONE BY THE CONTRACTOR ON THESITE.
16. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING
SHALL BE DONE IN ACCORDANCE WITH THE LATESTREVISIONS OF NEW YORK
STATE INDUSTRIAL CODE RULE 23 AND OSHA REGULATIONS FOR
CONSTRUCTION. SHEET PILINGSHALL BE DESIGNED AND SEALED BY A NEW
YORK STATE PROFESSIONAL ENGINEER.
17. ALL BACKFILL USED IN TRENCHES EXCAVATED IN EXISTING OR
PROPOSED ROADWAYS SHALL BE PLACED IN MAXIMUM6-INCH LIFTS AND
COMPACTED BY MEANS OF A MECHANICAL COMPACTOR BETWEEN LIFTS.
18. WHEN BACKFILLING AROUND PROPOSED OR EXISTING STRUCTURES,
MATERIAL SHALL BE PLACED IN MAXIMUM 6-INCH LIFTSAND COMPACTED BY
MEANS OF A MECHANICAL COMPACTOR BETWEEN LIFTS.
19. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS
SHALL BE COORDINATED WITH THE ENGINEER ANDTHE UTILITY OWNER. NOTIFY
THE ENGINEER AND THE UTILITY OWNER 72 HOURS BEFORE EACH AND EVERY
CONNECTIONTO EXISTING SYSTEMS IS MADE.
20. CONSTRUCTION OF ALL PROPOSED UTILITIES MUST BEGIN AT ITS
POINT OF CONNECTION TO THE EXISTING UTILITY OR ATTHE LOWEST POINT
IN THE RIMS, GRATES, INVERTS, CLEARANCES, AND LOCATION AT CROSSING
MUST BE VERIFIED PRIORTO THE BEGINNING OF CONSTRUCTION.
21. CONTRACTOR SHALL MAINTAIN FLOW FOR ALL EXISTING
UTILITIES.
22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FIELD
LAYOUT. THE CONTRACTOR SHALL TAKE TIES TOALL UTILITY CONNECTIONS
AND PROVIDE MARKED-UP AS-BUILT PLANS FOR ALL UTILITIES SHOWING TIES
TO CONNECTIONS,BENDS, VALVES, LENGTHS OF LINES, AND INVERTS. THE
OWNER AND HIS REPRESENTATIVES SHALL REVIEW AS-BUILTPLANS SHOWING
ALL UNDERGROUND UTILITIES INSTALLED OR ENCOUNTERED. THE CONTRACTOR
SHALL PROVIDE ANYCORRECTION OR OMISSIONS TO THE SATISFACTION OF THE
OWNER AND HIS REPRESENTATIVES BEFORE UTILITIES WILL BEACCEPTED.
23. ALL ABOVE MENTIONED LAYOUTS, UTILITY CONNECTIONS WILL BE
STAKED OUT BY A NYS LICENSED PROFESSIONAL LANDSURVEYOR.
24. CONTRACTOR SHALL MAINTAIN ALL TRAFFIC IN ALL AREAS IN
ACCORDANCE WITH THE NYSDOT MANUAL OF UNIFORMTRAFFIC CONTROL
DEVICES.
25. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL COMMERCIAL,
RESIDENTIAL, AND PUBLIC PROPERTIES OR AS DIRECTED BYTHE
ENGINEER.
26. ALL OPEN EXCAVATIONS SHALL PROTECTED PRIOR TO CONTRACTOR
EXISTING THE SITE AT THE END OF EACH DAY.
27. CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO EXISTING
UTILITIES. DAMAGED UTILITIES SHALL BEIMMEDIATELY REPAIRED BY THE
CONTRACTOR AT THE CONTRACTOR'S EXPENSE.
28. THE SITE IMPROVEMENTS SHALL BE COMPLETED IN ACCORDANCE WITH
ALL FEDERAL, STATE, COUNTY AND LOCALREGULATIONS. ALL CONSTRUCTION,
MATERIALS AND EQUIPMENT SHALL BE IN CONFORMANCE WITH CITY OF ROME
ANDTHE FOLLOWING CODES/AGENCIES:
a. NEW YORK STATE BUILDING CODES, RULES & REGULATIONS,
9NYCRR, LATEST EDITION.b. NEW YORK STATE DEPARTMENT OF
ENVIRONMENTAL CONSERVATION.
SILT FENCE DETAIL
SCALE: NONE
1
C-301
FILTER SOCK INLET PROTECTION DETAIL
SCALE: NONE
C-301
2
DRAIN INLET SECTION
CURBSIDE OPTION "B" PLAN
FILTREXX® OR APPROVED EQUAL
CURBSIDE OPTION "A" PLANDRAIN INLET PLAN
CATCH
BASIN
CATCH
BASIN
CURBSIDE SECTION
EXCESS SOXX™ MATERIAL TO BE DRAWN IN ANDTIED OFF TO 2x2 WOODEN
OR METAL STAKE, (TYP.)
FILTREXX® 8" SOXX™ EXCESS SOXX™MATERIAL TO BEDRAWN IN AND
TIEDOFF TO 2x2 WOODENOR METAL STAKE
CURBFILTREXX® 8" SOXX™
SECURE SOXX™ TO GRATEWITH RUBBER TIE DOWNS
CURB
STORM GRATE
FILTREXX® 8"SOXX™
CURB
WIRE TIES, (TYP.)
STORM GRATE
FILTREXX® 8" SOXX™
NOTES:
1. ALL MATERIAL TO MEET FILTREXX® SPECIFICATIONS.
2. FILTER MEDIA™ FILL TO MEET APPLICATION REQUIREMENTS.
3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY
ENGINEER.
5
:
1
(M
IN
)
PLAN VIEW
PROFILE
MOUNTABLE BERM (OPTIOINAL)
FILTER CLOTHEXISTING GROUND
EXISTING GROUND
12' (M
IN)
6"
50' (MIN)
50' (MIN)
12' (MIN)
10' (M
IN)
10' (M
IN)
3'
EXISTING PAVEMENT
EXISTING PAVEMENT
STABILIZED CONSTRUCTION ENTRANCE DETAIL
SCALE: NONE
C-301
3
CONSTRUCTION SPECIFICATIONS:
1. STONE SIZE: USE NO.3 AND NO.4 STONE, OR RECLAIMED OR RECYCLED
CONCRETE EQUIVALENT.
2. NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE
A 30 FOOT MINIMUM LENGTH WOULD APPLY).
3. THICKNESS: NOT LESS THAN SIX (6) INCHES.
4. TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT
POINTS WHERE INGRESS OR EGRESS OCCURS.TWENTY-FOUR (24) FOOT IF
SINGLE ENTRANCE TO SITE.
5. FILTER CLOTH: WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO
PLACING OF STONE.
6. SURFACE WATER: ALL SURFACE WATER FLOWING OR DIVERTED TOWARD
CONSTRUCTION ENTRANCES SHALL BE PIPEDACROSS THE ENTRANCE. IF PIPING
IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE
PERMITTED.
7. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR FLOWINGOF SEDIMENT ONTO PUBLIC
RIGHTS-OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED
ONTO PUBLICRIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.
8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA
STABILIZED WITH STONE AND WHICH DRAINS INTO ANAPPROVED SEDIMENT
TRAPPING DEVICE.
9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED
AFTER EACH RAIN.
8"(M
IN)
FILT
ER=
16" (
MIN)
10' MAX. C. TO C.
4"
1'-4" (MIN)1'-8" (MIN)
1. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD.
2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY
SHALL BE OVER-LAPPED BY SIX INCHES ANDFOLDED. FILTER CLOTH SHALL BE
EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED
EQUIVALENT.
3. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED
EQUIVALENT.
4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED
WHEN "BULGES" DEVELOP IN THESILT FENCE.
PERSPECTIVE VIEW
SECTION VIEW
CONSTRUCTION SPECIFICATIONS:
FLOW
F
L
O
W
F
L
O
W
36" MIN. LENGTH FENCEPOSTS DRIVEN MIN. 16"INTO GROUND.
UNDISTURBED GROUND
36" (MIN) FENCE POST
WOVEN WIRE FENCE (MIN. 14 -1/2GAUGE WITH MAX. 6" MESHSPACING)
WITH FILTER CLOTH
COMPACTED SOIL
EMBED FILTER CLOTHA MIN. OF 6" IN GROUND.
12/22/2020PLAN UPDATE1
AutoCAD SHX TextUNAUTHORIZED ALTERATION OF THIS DRAWING IS A
VIOLATION OF THE NEW YORK STATE EDUCATION LAW, SECTION 7209,
SUBDIVISION 2.
-
Drawing Title
Drawing No.
Date
Date
Seal
Project No.
Phase
Revision
Project Name
No.
CITY OF ROME, NEW YORK
2020.11.12
2020.335.001
G.P.O. FEDERAL CREDIT
UNION
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
4873 NYS Route 5
Vernon, NY 13476
Tel: 315.953.4200
Fax: 315.953.4202
Email: [email protected]
www.delta-eas.com
C-302
DETAILS
12" SUBBASE COURSE
3-1/2" BINDER COURSE, TYPE 3
1-1/2" TOP COURSE, TYPE 6
GEOTEXTILE FABRIC OVERCOMPACTED SUBGRADE COMPACTED
SUBGRADE
6"
ADJACENTGRADE
STANDARD DUTY ASPHALT PAVEMENT DETAIL
SCALE: NONE
C-302
1
EXPANSION JOINT
CONTROL JOINT
1/4" RADIUS
CUT TOOLED JOINT TO 1/3" DEPTHOF SLAB WITHIN 24 HOURS
1/4" RADIUS
SEALANT
1/2" EXPANSION JOINT MATERIALFULL DEPTH OF SIDEWALK
CONCRETE SIDEWALK JOINTS DETAIL
SCALE: NONE
C-302
3
8" (MIN
)
CAST IRON FRAME ANDGRATE
1/2" MORTAR
PRECAST RISER RINGS SET IN 1:3MORTAR. PARGE BOTH INSIDEAND
OUTSIDE. A MINIMUM OF 3AND MAXIMUM OF 4 COURSESSHALL BE USED IN ALL
CASES.
BUTYL OR GROUT SEAL
PIPE SIZE PER PLAN
1'-6" MINIMUM SUMP
4'-0"
MAX
. RIS
ER S
ECTI
ON
2'-6" SQUARE
SCALE: NONE
C-302
5 30" X 30" PRECAST CONCRETE CATCH BASIN DETAIL
℄ ℄
CLEANOUT
18"x18"x4" CONCRETE PAD
WHEN NOT IN PAVEMENT
FINISHED GRADECAST IRON FRAME AND COVER
℄
45°0'0"
THREADED PLUG
STORM CLEANOUT DETAIL
SCALE: NONE
C-302
4
6" DIA. SCH. 80 PVC WITHSOLVENT WELDED JOINTS
PVC STORM PIPE(SIZE PER PLAN)
WATER TIGHTEND CAP (TYP)
SUBGRADEELEVATION
BACKFILLMATERIAL
BEDDINGMATERIAL
STORM SEWERPIPE, SIZE PER PLAN
O.D. + 24"AT TOP OF PIPE
4"6"
VARI
ES
SCALE: NONE
C-302
6 STORM SEWER TRENCH SECTION DETAIL
HYDRO-SEED AND MULCH
EXISTING SUBGRADE
4-INCH THICK LAYER OFIMPORTED TOP-SOIL
SCALE: NONE
C-302
7LANDSCAPE RESTORATION DETAIL
MOUND TOPSOIL 1-INCHHIGHER THAN ADJACENTGRADE FOR
SETTLEMENT,TYP.
1-INCH
NOTES:
SEE LANDSCAPE DETAILS AND SPECIFICATIONS FOR MORE INFORMATION
REGARDING RESTORATION WORK.
24" WIDE DETECTABLEWARNING FIELD,SEE DETAIL 11 / C-302
5' CO
NCRE
TE R
AMP
SIDEWALK RAMP DETAIL
SCALE: NONE
C-302
10
EXPANSION JOINTAND SEALANT
CONCRETE CURB(BROOM FINISH)
APPLY TACK COATTO FACE OF CURB
COMPACTEDSUBGRADE
SUBBASE
7" 1"
18"
6"
6" (M
IN)
6" MIN.
ASPH
ALT
CONC
RETE
CONCRETE CURB DETAIL
SCALE: NONE
C-302
9
BIO-RETENTION BASIN DETAIL
SCALE: NONE
C-302
12
3"
2'-6"
1'-0"
BOTTOM WIDTH AND SHAPE PER PLAN (MINIMUM 2,000 SF BOTTOM
AREA)
1V:3H MAX SLOPE (TYP)
THE PLANTING SOIL SHALL BE A SANDY LOAM (USDA). THE CLAY CONTENT
FOR THESE SOILS SHOULD BE LESS THAN 25% BYVOLUME. SOILS SHOULD FALL
WITHIN THE SM, OR ML CLASSIFICATIONS OF THE UNIFIED SOIL
CLASSIFICATION SYSTEM (USCS).A PERMEABILITY OF AT LEAST 1.0 FEET
PER DAY (0.5"/HR) IS REQUIRED (A CONSERVATIVE VALUE OF 0.5 FEET PER
DAY IS USEDFOR DESIGN). THE SOIL SHOULD BE FREE OF STONES, STUMPS,
ROOTS, OR OTHER WOODY MATERIAL OVER 1" IN DIAMETERAND BRUSH OR
SEEDS FROM NOXIOUS WEEDS. PLACEMENT OF THE PLANTING SOIL SHOULD BE
IN LIFTS OF 12 TO 18",LOOSELY COMPACTED (TAMPED LIGHTLY WITH A
DOZER OR BACKHOE BUCKET). THE SPECIFIC CHARACTERISTICS ARE
BELOW:
PARAMETER VALUEpH RANGE 5.20 TO 7.00ORGANIC MATTER 1.5% TO
4.0%MAGNESIUM 35 POUNDS PER ACRE (MINIMUM)PHOSPHOROUS 75 POUNDS PER
ACRE (MINIMUM)POTASSIUM 85 POUNDS PER ACRE (MINIMUM)SOLUBLE SOILS
500 PPMCLAY 10% TO 25%SILT 30% TO 55%SAND 35% TO 50%
BIORETENTION PLANTING SOIL CHARACTERISTICS:
DO NOT COMPACT BOTTOMOF EXCAVATION
30" DEPTH USDASANDY LOAM SOIL
3" DEPTH CHIPPEDHARDWOOD MULCH
MIRAFI 160NGEOTEXTILE FABRIC,OR APPROVED EQUAL
BASIN BOTTOM
6"
2
1
6" TOPSOIL WITH
GRASS SEED
EXISTING UN-DISTURBED
SUB-GRADE
2
1
GRASS SWALE
SCALE: NONE
C-302
8
6'
2'
PLANSECTION
DOME, (TYP)
1" - 1.4"
1.6"-2
.4"
1.6"-2.4"
0.2"
50-60% OFBASE DIAMETER
DETECTABLE WARNINGS DETAIL
SCALE: NONE
C-302
11
NOTES:
1. DETECTABLE WARNINGS SHALL BE ARMOR-TILE
CAST-IN-PLACEDETECTABLE WARNING TILES, COLOR: COLONIAL RED,
ORAPPROVED EQUAL. STAMPED CONCRETE, BRICK OR CONCRETEPAVER,
PLASTIC, OR ANY STICK ON TYPE DETECTABLE WARNINGSWILL NOT BE
CONSIDERED.
NOTES:
1. SUBMIT TYPE AND COLOR OF DETECTABLEWARNING TO ENGINEER FOR
APPROVAL. TYPESWHICH WILL NOT BE ACCEPTED INCLUDESTAMPED, PAVERS,
AND STICK ON TYPES.
2. THE COLOR OF THE DETECTABLE WARNINGFIELD SHALL BE A COLOR
WHICH CONTRASTSWITH THE ADJACENT CONCRETE SURFACES.
5' DROP CURB WITH1/2" REVEAL, (MAX.)
THE PLANTING GROUND COVER SHALL BE PLANTED IN THE LOWEST PART OF
THE BIO-RETENTION AREA. THE SPECIFICCHARACTERISTICS ARE BELOW:
BOTANICAL NAME SPACINGSCHIZACHYRIUM SCOPARIUM 'STANDING OVATION'
LITTLE BLUESTEM GRASS 18" O.C.SPOROBOLUS HETEROLEPIS PRAIRIE
DROPSEED 24" O.C.
BIORETENTION PLANTING GROUND COVER:
BIORETENTION PLANTINGGROUND COVER
X X X
X
X
X
CONTROL JOINTWITH SEALANT
W2.9xW2.9x6x6 WELDED WIREFABRIC AT MID DEPTH MONOLITHIC CONCRETE
CURB(BROOM FINISH)
APPLY TACK COATTO FACE OF CURB
COMPACTEDSUBGRADE
SUBBASE
18"
6"
6"
6"
LAND
SCAP
E AR
EA
ASPH
ALT
6" MIN.
6" M
IN.
MONOLITHIC CONCRETE CURB DETAIL
SCALE: NONE
C-302
13
XXXXX
ADJACENT GRADE
COMPACTED SUBGRADE
W2.9xW2.9x6x6 WELDED WIREFABRIC AT MID DEPTH
6" CONCRETE SIDEWALK
12" SUBBASE COURSE 6"
6" THICK CONCRETE SIDEWALK DETAIL
SCALE: NONE
C-302
2
CONCRETE SIDEWALK
1:12 (MAX)
ASPHALT PARKING AREA
12/22/2020PLAN UPDATE1
4' CO
NCRE
TE LA
NDIN
G
6' (M
AX.)
6" THICK CONCRETE WITH12" SUBBASE COURSEREFER TO DETAIL 2 /
C-302.
2% SLOPE
(MAX.)
AutoCAD SHX TextUNAUTHORIZED ALTERATION OF THIS DRAWING IS A
VIOLATION OF THE NEW YORK STATE EDUCATION LAW, SECTION 7209,
SUBDIVISION 2.
-
LEGEND
DISTURBANCE AREA
EXISTING CONDITIONS LEGEND:
IRON ROD
IRON PIPE
SET IRON ROD
VALVE
POWER POLE
LIGHT POLE
MANHOLE
ELECTRIC MANHOLE
SQUARE CATCH BASIN
ROUND CATCH BASIN
TRAFFIC SIGNAL POLE
SET BENCH MARK
PIPE BOLLARD
TRAFFIC SIGN
FINISH FLOOR ELEVATION
AIR CONDITIONING UNIT
ELECTRIC METER
GAS METER
TELEPHONE RISER
ELECTRICAL BOX
PROPERTY LINE
FENCE LINE
WATER LINE
STORM SEWER LINE
SANITARY SEWER LINE
GAS LINE
OVERHEAD POWER POLE LINE
GROUND ELEVATION
GROUND CONTOUR
TSP
480
478.24
W
ST
SA
G
O/H
X
LP
EM
GM
FFE
EMH
AC
GENERAL NOTES:
1. SITE DISTURBANCE = 25,517 SF = 0.59 AC
XX
XX
X
O/H O/HO/H O/H
O/H O/HO/H O/H
O/H
O/H
O/H
O/H O/H O/H O/H
O/H O/H O/H O/H O/H O/H
XX
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H O/H O/H
SA SA SA SA SA SA SA SA
SA
SA
SA
SA
ST ST
ST ST ST
ST ST ST ST ST ST ST ST ST ST
ST ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA SA
W W W W W W W
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
W
W W W
W W W
GG
GG
GG
GG
G
G
GG
GG
GG
G
G
GG
G
16.0
'
8.1'
SIR
SIR
N47°11'06"W 222.85'
N33°57'59"W17.37'
(18.26±' By Deed)
40.7
1'N
44°5
5'45
"E
S48°29'07"E 230.83'
S42°
02'1
0"W
1
00.8
1'S4
0°33
'29"
W
59.
26'
S42°
48'4
4"W
11
2.82
'
Northeasterly Highway Boundary
N41°24'53"W15.71'
(N51°45'W 114.90±' By Deed)
(S38
°15'
W
120.
0±'
By
Dee
d)
114.90'28.20'79.74'
13.1'
1 StoryFrameHouse
1 StoryFrame House
5.2'
5.0' 5.8'
5.3'
EM GM
6" Clay
8" C
lay
6" Clay
6" Clay
6" Clay
8" C
lay
8" C
lay
8" C
lay
12" PVC
12" C
onc
12" C
onc
36" Conc 36" Conc
36" Conc
12" PVC
18" C
onc
18" C
onc
12"
PVC
EMH
EMH
TSP
TSP
CHESTNUTSTREET
NO
RTH
JAM
ESST
REE
T
Sign
Low CurbLow CurbLow Curb
Low
Cur
bLo
w C
urb
Low
Cur
b
Low
Cur
bLo
w C
urb
AsphaltDriveway
36" TreeStump
4x4 WoodPost
WoodShed
Wood
Shed
4x4 WoodPost
W
24" Tree
24" Tree
12" CedarTrees
12" Locust
12" Locust
SIR
LOT #43M.R. #4
LOT #42M.R. #4
LOT #1M.R. #2
LOT #2M.R. #2
LOT #3M.R. #2
LOT #4M.R. #2
LOT #5M.R. #2
D.R. #1
Tax Parcel No. 223.016-3-9
D.R. #1
Tax Parcel Nos. 223.016-3-8 & 8.1
LOT #1M.R. #1
LOT #2M.R. #1
LOT #3M.R. #3
10" SpruceTrees
8" C
lay
Bushes
BushesLilac
Chain LinkFence
Chain LinkFence
480
480
480
481
481
481
481
481
481
481
481
481
480
480
478
479
478
480
480
479
478
479
480
479
479
479
478
478
Cur
b Fa
ce
Curb Face
(See
MN
1)
(See
MN
1)
(See MN 1)
Alle
y By
Map
Ref
eren
ce #
2
(100.49±' By Deed)95.28'
Chestnut Street
Nor
thw
este
rly
Hig
hway
Bou
ndar
y N
orth
Jam
es S
treet
XX
Wire MeshFence
G G478
Overhead Traffic Signal Line7.
8'
ZONE 'C-1'(See Zoning Table)
ZONE 'R-1-8'(See Zoning Table)
N47
°49'
31"E
222.
21'
(N47
°48'
51"E
22
5.69
' By
Dee
d)
D.R. #1
Tax Parcel No. 223.016-3-10
WoodShed
Alle
y B
y
Map
Ref
eren
ce #
2
LowCurb
12"
18" C
onc
36" Conc
(See
MN
1)
(See
MN
1)
(See MN 1)
(See MN 1)
(See MN 1)
(See MN 1)
(See
MN
1)
ST36" Conc
8" C
lay
LOT #6M.R. #3 LOT #7
M.R. #3
LOT #8M.R. #3
LOT #9M.R. #3
LOT #10M.R. #3
LOT #11M.R. #3
LOT #12M.R. #3
XX
XX
XX
XX
XX
XX
XX
X
PROPOSED 1-STORYBUILDING (~2,800 SF)
CB
CBCB
CB
STST
STST
ST
ST ST
ST
ST
ST
ST
INV OUT = 476.60
479
478
477
ST
481
481
481
481
30'± OF 12" HDPE
@ 0.7% SLOPE
41'± OF 10" HDPE @ 0.5% SLOPE
99'±
OF1
0" H
DPE
@ 0
.5% S
LOPE
57'± OF 10" HDPE @ 0.5%
SLOPE
6" P
VC
CB
STST
56'±
OF 10
" HDP
E @
0.5%
SLO
PE
476.50 482
CB #2CB #1
CB #3
CB #5CB #4
FFE = 481.90
481
X X X XX X X X
X X X
X
X
X
X
480
Drawing Title
Drawing No.
Date
Date
Seal
Project No.
Phase
RevisionProject NameNo.
CITY OF ROME, NEW YORK
2020.11.12
2020.335.001
G.P.O. FEDERAL CREDITUNION
NOT F
OR CO
NSTR
UCTIO
N
4873 NYS Route 5Vernon, NY 13476Tel: 315.953.4200Fax:
315.953.4202
Email: [email protected]
0' 40'20'10'
SCALE: 1" = 20'SK-1
DISTURBANCE PLAN
DISTURBANCE PLANSCALE: 1" = 20' SK-1
1
NORTH
12/22/2020PLAN UPDATE1
AutoCAD SHX TextUNAUTHORIZED ALTERATION OF THIS DRAWING IS A
VIOLATION OF THE NEW YORK STATE EDUCATION LAW, SECTION 7209,
SUBDIVISION 2.
-
05 C-201 PAVING GRADING AND DRAINAGE PLAN.pdfSheets and
ViewsC-201 PAVING GRADING AND DRAINAGE PLAN
06 C-301 DETAILSSheets and ViewsC-301 DETAILS
07 C-302 DETAILSSheets and ViewsC-302 DETAILS
08 SK-1 DISTURBANCE PLANSheets and ViewsSK-1 DISTURBANCE
PLAN
09 GPO_ROME_E0110 GPO_ROME_E0211 GPO_ROME_E03
