CFHS_Site Plan.pdf
PDF 2 MB Posted
- Attached to
- Capacity Inc. Renewable Energy: Central Falls School District State and local contract opportunity
- Solicitation number
- 2025-0009
- Issued by
- Providence County, Rhode Island
About this file
The document is a site improvement plan for the Central Falls High School located at 10 Higginson Avenue in Central Falls, Rhode Island, prepared by Ai3 Architects, LLC and The Vertex Companies, LLC. The site plan, dated October 13, 2023, with subsequent addendums on February 9 and 20, 2024, provides detailed site layout, utility infrastructure, landscape features, and construction specifications for the school project. The plan includes comprehensive details such as property boundaries, existing and proposed infrastructure, utility connections, elevation markers, drainage systems, fencing, lighting, and various site improvements like basketball courts, bioretention areas, and landscaping elements.
The site plan covers approximately 12.50 acres (544,849 square feet) and incorporates multiple technical elements including overhead electrical lines, water and sewer infrastructure, drainage ditches, and various utility connections. The document provides precise measurements, property ownership information for adjacent parcels, and detailed specifications for site modifications. The plan appears to be part of a larger renewable energy and school infrastructure project for the Central Falls School District, with technical specifications that suggest a comprehensive approach to site development and infrastructure enhancement.
View the file
Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| Copacity_RFP Form_Central Falls High School_Addendum 1.pdf | ||
| RFP2025-0009 Capacity Inc. Renewable Energy CF School District.pdf |
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GG
mw mw mw mw mw
GG
GSO
wso sign sign bollard bollard plag pole sign signal
UP 144-1
UP 142
sign
HIGGINSON AVENUE
(RIHP 1152
LO
N
SDA
LE A
VEN
UE
(PUBLIC
~ 50' W
IDE)
UP
S 26 °45'58" E 156
.00'
N 80°37' 23" E
89.87'
80.62'
9.25'
R.I.H.B.
34+99.77 R30.00
N 11°5
'05
" W
7.6
.17'
.5
2'
R = 25.00' D = 90°32'45"
L = 39.51'
S
8°4 '5
" E
.3
N 78°06 '55" E
99.97'
.4
11.93'
N
°45'58" W 150.00'
AP 9 LOT 50
N/F
CITY OF
CENTRAL FALLS
AP 9 LOT 173
N/F
BEATRICE SOMUAH
GBF
nail set nail set drill hole set nail set nail set
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DMH
RIM EL.=61.50
Inv In = 54.40(NE) Inv Out = 54.30(W)
DMH
RIM EL.=59.90
12" CPP
R C P
12" RCP
G A S
T E S T
F A C T O R Y T
A P
P O S S
IB
L Y C
A P P E D
6" D I
A P P R O X L O C A T
IO
N T W
IN
8:
R C P P
IP
E S x
8" r cp c om bi ne d se w er
8" ABANDONED
"P
P
DMH
RIM EL.=53.57
2-24" Inv= 46.07(SW)
48" RCP
INV.=47.4 48" RCP
INV.=47.6
"P
P D R A
IN
D
IT
C H
4"P P
M V I C
O N C R E T E
B L O C K B
U
IL
D
IN
G
DRAIN DITCH
12"PP
Inv. In = 53.38(SE) Inv. In = 50.78(E) Inv. In = 50.68(N) Inv. Out = 50.58(SW)
T&D FOUND THIS VALVE TO
BE CLOSED. IT IS UNKNOWN
IF THIS IS A LINE VALVE
OR A VACANT LOT SERVICE
VALVE 7/25/08
2" WS
W S
" W
S
6" WS
8" D
I
" P
V C
" T
R A N S
6" DI
2" COPPER
R C P
12" RCP
R C P
R C P
12" RCP
12" CPP
CP
P
" R
CP
6" PVC
24" RCP
R C P
18" RCP
" R
CP
"P
VC
CR
OW
P
OI
NT
R
OA
D
WATER
METER
PIT
SMH
Rim = 54.67
Inv. In = 43.47 Inv.out = 42.70
Inv. 12" in = 43.09
SMH O220004
Rim = X
Sump = X Filled with Debris
CB
Rim = 53.26 Inv. In = 51.21(NW) Inv Out = 51.21(SW)
CB
Rim = 53.40
Inv. In = 51.2(NE) Inv. Out = 51.3(SE)
DRY WELL
Rim = 50.82
CB
Rim = 50.92
Inv. Out = 47.42(E)
CB
Rim = 51.31
FULL OF WATER
AND GARBAGE
NO VISIBLE INV.
CB
Rim = 51.52
FULL OF WATER
NO VISIBLE INV.
CB
Rim = 51.49 Inv. = 48.54(SW)
Rim = 54.77 Inv. In = 45.36(E) Inv. Out = 45.36(W)
CB
Rim = 55.66 Inv. Out = 54.49
N/F BARBARA COTE
AP 9 LOT 56
AP 9 LOT 43
N/F DOMENIC D'AGOSTINO ETAL
N/F DOMENIC D'AGOSTINO ETAL
AP 9 LOT 43
N/F SANTIAGO ALARSURES
AP 9 LOT 60
N/F DANNY J. DESMARAIS
AP 9 LOT 61
STREET
O R C H A R D
AVE.
#10
AP 9 LOT 35
N/F ADAM T. ZUBA
AP 9 LOT 36
N/F MARIA E.
CORREIRA
& MARLENE VIDINHA
AP 9 LOT 57
N/F NOREEN P. &
MICHAEL H. SWARTZ
AP 9 LOT 59
N/F
JOSE J. MENDES
AP 9 LOT 50
N/F CITY OF CENTRAL FALLS
544,849 Sq. Feet
12.50 Acres
D
D
D
D
D
D
AP 9 LOT 64
N/F RUBEN YULFO
AP 9 LOT 63
N/F BILLY OJOPI
AP 9 LOT 203
NF MANUEL M.
FARIA ETALS
AP 9 LOT 52
N/F
CHARLES
WOJCIKIEWICZ
AP 9 LOT 26
N/F JAMES STANTON POST
# 5 - AL
BRISTOL (40' PUBLIC) STREET
O A K L A N D (4
P U B L
IC
) S T R E E T
BROOK (40' PUBLIC) STREET
M O S H A S S U C K V
A L L E Y
IN
D U S T R
IA
L H
IG
H W A Y
(W
ID
T H V
A R
IE
S
SMH O220005
Rim = 54.55 Inv. In = 42.58 Inv.out = 42.51 Inv. 12" in = 43.09
SMH
Rim = 53.51
24" IN(N) = 53.62
24" OUT(SW) = 53.47
CB
Rim = 53.34
Inv 12 = 50.80(NE)
D
2" COPPER
CP
P
DMH
RIM EL.=53.44
Inv= 45.39(NE)
24" CPP
SMH O22XXXX
Rim = 54.55 Inv. In = 42.69 Inv.out = 42.59
24"PV
C
CB
Rim = 61.35 Inv. Out = 56.4018" RCP
CB
Rim = 55.98
SILTED
CB
Rim = 54.18 Inv Out=51.97
" R
CP
DRYWELL
Rim = 51.62 Inv In=48.42
SMH
Rim = 70.50 Inv. In = 62.10 Inv.out = 62.10
SMH
Rim = 70.50 Inv. In = 62.10 Inv.out = 62.10
R C P
" R
CP
8"
" R
C P
SMH
Rim = 64.59 Inv. In = 57.34 Inv.out = 57.34
SMH
Rim = 62.74 Inv. In = 56.94 Inv.out =
CLAREMONT STREET
8"
12"
12"
12"
W
W
W
W
W
W
W
W
" D
I
20" DI
6" WS
D D
D D
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D D
W
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W
W
" D
I
12" DI
6"
6"
D
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D
D
" R
C P
S
S
S
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S
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S
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D
D
12" PVC
DMH
RIM EL.=53.47
24" CPP
BY PLAN
12" CPP
8" ABANDONED
A
BA
N
DO
N E D
8" D I
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
CB
Rim = 53.36 Inv. In = 50.17(E) Inv Out = 50.09(SW)
CB
Rim = 51.53 Inv. In = 48.13(E) Inv Out = 48.19(W) CB
Rim = 52.53 Inv Out = 48.20
DRY WELL
Rim = 50.61
INV.=47.69
TURF FIELD
PLAYGROUND
BASEBALL FIELD
BASKETBALL
COURTS
BUILDING
ASPHALT DRIVE
OHW
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OHW OHW OHW OHW
OHW OHW OHW OHW OHW OHW OHW OHW
OHW OHW OHW OHW OHW OHW OHW
OHW OHW OHW OHW OHW OHW OHW OHW
OHW OHW OHW OHW OHW OHW OHW
OHW OHW OHW OHW OHW OHW OHW OHW
OHW OHW OHW OHW OHW OHW OHW
OHW OHW OHW OHW OHW OHW OHW OHW
OHW OHW OHW OHW OHW OHW OHW
OHW OHW OHW OHW OHW OHW OHW OHW
OHW OHW OHW OHW OHW OHW OHW
OHW OHW OHW OHW OHW OHW OHW OHW
OHW OHW OHW
X
X
X
X
CB
Rim = 51.83
CB
Rim = 52.21
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
C H A
IN
L
IN
K F
E N C E
C H A
IN
L
IN
K F
E N C E
CH
AI
N
LI
NK
F
EN
CE CHAIN LINK FENCE
CHAIN LINK FENCE
X
E N C R O A H M E N T
X
E N C R O A H M E N T
EN
C
RO
A H M
EN
T
E
A
SPH
A
LT
ASP
HAL
T
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D D
D
D D
D D
D D
D D
D D
D D
D
D D
D D
D
D D
D D
D
D D
D D
D
D D
D D
D
D D
D D
D
D D
D D
D
D D
D D
D
D D
D D
D
D D
D D
D
D D
D D
D
D D
D D
D D
D D
D D
D
D D
D D
D
D
D
D
D
D
D
D
D D
D D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D x52.8 x52.3 x52.6 x52.5 x52.9 x52.5 x52.6 x52.6 x53.4 x52.3 x52.5 x53.1 x52.7 x54.9 x55.7 x54.2 x54.4 x53.8 x52.9 x54.5 TOC
54.2 BOC
x54.6 TOC
54.3 BOC
x53.4 x56.7 x56.5 x56.7 x56.2 x56.6 x56.6 x56.2 x60.5 x60.2 x59.1 x61.1 x61.6
52.6x
52.4x
51.1x
51.1x52.31x x52.4
53.7x
53.5BOW
53.7TOW
X
86.3 TOW
x 84.6 BOW
86.8 TOW
x 78.1 BOW
79.3 TOW
x 76.3 BOW x 73.8BOW
78.1TOW
x 74.7BOW
82.1TOW
x 76.5BOW
80.9TOW
x 78.8BOW
87.3TOW
x83.5 x82.4
53.1BOW
70.7TOW
X
53.2BOW
70.7TOW
X
53.2BOW
70.8TOW
X
53.2BOW
62.5TOW
X
53.2BOW
55.2TOW
X x52.6 x52.9 x53.1
72 74
D D D
D D
D D
D
D D
D D
D D
D
D D D D D D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LODLODLODLODLOD
LOD
LOD
LOD
LOD
LO
D
LOD
T
R1 0'
R3'
R2
R10'
R3'
R2' R3'
R3.6'
R2 0.
5'
R3
R20'
R2'
R2 ' R3'
R61'
R38'
R3 8'
R3
R10'
CROSSWALK (TYP)
CONCRETE RETAINING
WALL (TYP)
RE: LANDSCAPE
REMOVE AND
RESET CURB
REMOVE AND
RESET CURB
REMOVE AND
RESET CURB
SIGN: "R7-8"
BIKE RACK
RE: LANDSCAPE
BASKETBALL COURTS
RE: LANDSCAPE
IP
REMOVE AND
RESET CURB
PROPOSED SIGN
RE: LANDSCAPE
SIGN: "R7-8(A)"
SIGN: "R7-8(A)"
SIGN: "R7-8"
SIGN: "R1-1"
LIGHTPOLE (TYP)
RE: LANDSCAPE
BCP
BCP
CW
CWCW
BCP
BCW
CC
CC
CC
48.1.0
SW12
18'
24'
9'
8' SW
6' SW
8' SW
8' SW
24'
24'
15'
24'
6' SW
10' SW
6.5' SW
6' SW
CTC
CCF
CTC
CCF
GC
GC
10'
22'
22'
10'
BIORETENTION AREAS
RE: DRAINAGE PLAN
GATE
RE: LANDSCAPE
GATE
RE: LANDSCAPE
GATE
RE: LANDSCAPE
43.3.0
43.3.0
48.1.0 48.1.0
SW12
EXTERIOR
LIGHTING (TYP)
RE: LANDSCAPE
TRANSFORMER ON
CONCRETE PAD
RE: ELECTRICAL
CTC
CONCRETE RETAINING
WALL (TYP)
RE: LANDSCAPE
IP
IP
IP
LS
LS
6' CHAIN LINK FENCE
RE: LANDSCAPE
6' CHAIN LINK FENCE
RE: LANDSCAPE
LS
RE: LANDSCAPE
FOR PLANTINGS
TIE FENCE INTO EXISTING
CHAINLINK FENCE
4' CHAIN LINK FENCE
WITH ACCESS GATES
RE: LANDSCAPE
THROWING AREAS
RE: LANDSCAPE
WING WALL AND RIP RAP
CULVERT OUTLET
18'
CTC
18'
RIP RAP SWALE INLET
RIP RAP SWALE OUTLET
FES
FES
CONCRETE PAD
CRUSHED STONE
AROUND EXISTING
SHRUBS TO REMAIN
(SEE DETAIL)
CRUSHED STONE
AROUND EXISTING
SHRUBS TO REMAIN
(SEE DETAIL)
SCALE: 1" = 50'
50' 100' 150'0'
SITE IMPROVEMENTS
PLAN
C2.0
KEYNOTE LEGEND:
DRAWING NAME:
DRAWN BY:
REVIEWED BY:
SCALE:
JOB NO.:
DATE:
DRAWING NUMBER:
SMC
GBD
AS NOTED
77997
OCTOBER 13, 2023
Co py rig ht
Ai
Ar ch ite cts
, L
LC
KEYPLAN
The Vertex Companies, LLC 400 Libbey Parkway
Weymouth, MA 02189
PHONE 781.952.6000
www.vertexeng.com
NORTH ARROW
ADDENDUMIZED DOCUMENTS
CENTRAL FALLS HIGH SCHOOL
10 HIGGINSON AVE, CENTRAL FALLS, RI
A
C
B
NOTES:
1. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED FOR THE DURATION OF CONSTRUCTION. AT A MINIMUM, PERIMETER HAY BALES, VEHICLE TRACKING CONTROL, INLET PROTECTION, CONCRETE
WASHOUT AREAS AND TEMPORARY SEDIMENTATION BASINS SHOULD BE CONSIDERED.
2. CURBING SHALL BE PROVIDED AS NOTED IN ALL PARKING AREAS AT THE EDGE OF THE PAVEMENT AND
ADJACENT TO SIDEWALKS.
3. WHERE SIDEWALKS INTERSECT CURB LINES, ADA COMPLIANT CURB RAMP WITH DETECTABLE WARNING MAT SHALL BE INSTALLED. DETECTABLE WARNING PANELS SHALL BE CAST IRON, SEE SPECIFICATIONS.
4. CONCRETE WALKWAY MATERIALS SHOWN FOR CLARITY ONLY. REFER TO LANDSCAPE PLANS FOR ALL
WALKWAY MATERIALS, FINISHES, AND SCORING.
5. WHERE EXISTING UTILITIES ARE TO REMAIN, ALL RIMS, COVERS, GRATES AND HATCHES SHALL BE
ADJUSTED TO FINISHED GRADE.
6. THE SITE IS SUBJECT TO A REMEDIAL ACTION WORK PLAN (RAWP). THE CONTRACTOR SHALL CONDUCT ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN THE RAWP. SITE WIDE CAPPING IS THE REMEDIAL ACTION IDENTIFIED IN THE PLAN. THE CONTRACTOR SHALL CAP ALL AREAS WITHIN THE LIMIT OF DISTURBANCE AS DESCRIBED BELOW UNLESS NOTED OTHERWISE. ALL FILL MATERIAL USED AS CLEAN FILL WITHIN 12 INCHES OF FINAL GRADE SHALL BE SAMPLED FOR COMPLIANCE PRIOR TO
IMPORTATION.
· BUILDING/HARDSCAPE: A MINIMUM OF 6 INCHES OF CLEAN SUBGRADE OVERLAIN BY 4 INCHES
OF ASPHALT OR CONCRETE PAVEMENT. SURFACE SOIL IN THE PROPOSED HARDSCAPE AREAS
CAN EITHER BE EXCAVATRED OR REPLACED, OR THE ASPHALT/CONCRETE SURFACING AND/OR
CLEAN FILL CAN BE PLACED DIRECTLY ON TOP OF THE SOIL WITHOUT EXCAVATION.
· LANDSCAPE: A MINIMUM OF 12 INCHES OF CLEAN FILL PLACED OVER A NON-WOVEN
GEOTEXTILE FABRIC ON TOP OF CONTAMINATED SOIL.
7. ALL STAIRS, ACCESS RAMPS, RETAINING WALLS, AND SIDEWALKS ATTACHED/CONNECTED TO BUILDINGS;
ALL UTILITY STRUCTURES, INCLUDING CATCH BASINS, MANHOLES, TRANSITION CHAMBERS, AREA DRAINS, WATER TREATMENT PRACTICE STRUCTURES AND UNDERGROUND VAULTS OF ANY TYPE; ALL CONCRETE PADS; FULL LENGTH OF ALL 48” PIPE; FULL LENGTH OF ALL CULVERTS AND ASSOCIATED WINGWALLS;18” DRAIN PIPE FROM DMH-304 TO DMH-313; AND 24” DRAIN PIPE FROM DMH-317 TO
DMH-313 SHALL BE SUPPORTED ON GROUND IMPROVED USING AGGREGATE PIERS AND/OR RIGID
INCLUSIONS. GROUND IMPROVEMENTS SHALL BE IN ACCORDANCE WITH SECTION 31 60 00.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL DEPTH RESTORATION OF THE EXISTING TRACK SURFACE WHERE DISTURBED FOR INSTALLATION OF DRAINAGE PIPES. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESURFACING OF THE ENTIRE EXISTING TRACK. REFER TO THE LANDSCAPE
PLANS FOR TRACK RESTORATION DETAILS.
BID ALTERNATE NOTES:
ALTERNATE 2 - OUTDOOR FURNITURE: DEMOLITION WORK SHOWN ON THIS SHEET IS ANTICIPATED TO BE CONSISTENT WITH BOTH THE BASE BID AND ALTERNATE. REFER TO LANDSCAPE DRAWINGS FOR INFORMATION REGARDING THE BASE BID AND ALTERNATE.
ALTERNATE 3 - OUTDOOR CLASSROOM: OUTDOOR CLASSROOM FEATURES ASSOCIATED WITH THE ALTERNATE ARE SHOWN AS BACKGROUND INFORMATION ON THIS SHEET. DEMOLITION WORK SHOWN ON THIS SHEET IS ANTICIPATED TO BE CONSISTENT WITH
BOTH THE BASE BID AND ALTERNATE.
ALTERNATE 5 - FREIGHT FARM UNIT: DEMOLITION WORK SHOWN ON THIS SHEET IS ANTICIPATED TO BE CONSISTENT WITH BOTH THE BASE BID AND ALTERNATE. REFER TO ARCHITECTURAL AND LANDSCAPE DRAWINGS FOR INFORMATION REGARDING THE BASE BID AND
ALTERNATE.
ALTERNATE 6 - THROWING EVENTS: DEMOLITION WORK SHOWN ON THIS SHEET IS ANTICIPATED TO BE CONSISTENT WITH BOTH THE
BASE BID AND ALTERNATE.
ALTERNATE 9 - SPORTS LIGHTING: ALL WORK SHOWN ON THE CIVIL DRAWING SHEETS ARE ANTICIPATED TO BE CONSISTENT WITH BOTH THE BASE BID AND ALTERNATE. REFER TO THE ELECTRICAL DRAWINGS FOR INFORMATION REGARDING SITE ELECTRIC.
ALTERNATE 10 - TREES: DEMOLITION WORK SHOWN ON THIS SHEET IS ANTICIPATED TO BE CONSISTENT WITH BOTH THE BASE BID AND ALTERNATE. REFER TO LANDSCAPE DRAWINGS FOR INFORMATION REGARDING THE BASE BID AND ALTERNATE.
ADD-10
ADD-12 ADDENDUM #12 02.20.2024
ADD-10 ADDENDUM #10 02.09.2024
ADD-10
REMOVED FROM BID DOCUMENTS
ADD-10
ADD-10
ADD-12
SKC-002A.pdf
SKC-002A.pdf
AutoCAD SHX Text S
AutoCAD SHX Text S
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AutoCAD SHX Text S
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AutoCAD SHX Text H
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AutoCAD SHX Text G
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AutoCAD SHX Text
GV
AutoCAD SHX Text
GV
AutoCAD SHX Text ELECTRIC TRANSFORMER ON CONC. PAD w/BOLLARDS
AutoCAD SHX Text D
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DMH
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18" HEADER DRAIN
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18" HEADER DRAIN
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18" HEADER DRAIN
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TO DRAINAGE SWALE OUTFALL
AutoCAD SHX Text 12.5'
AutoCAD SHX Text 12.5'
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20' TYP.
AutoCAD SHX Text 10'
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12" FLAT DRAIN (TYP)
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DMH INV OUT = 48.63
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ZONE AE
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SE-101(MW)-H
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SE-102(MW)-H
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SE-103(MW)-H
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SE-104-H
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SE-105-H
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SE-106-H
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SE-107-H
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SE-108
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SE-109
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PBA-1
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PBA-2
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PBA-4
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PBA-5
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PBA-6
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PBA-7
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PBA-8
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PBA-9
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PBA-10
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PBA-11
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PBA-12
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B-106-OW
AutoCAD SHX Text B-105
AutoCAD SHX Text B-101
AutoCAD SHX Text P-1
AutoCAD SHX Text B-3
AutoCAD SHX Text P-2
AutoCAD SHX Text B-104
AutoCAD SHX Text P-3
AutoCAD SHX Text B-102
AutoCAD SHX Text B-107
AutoCAD SHX Text B-103
AutoCAD SHX Text P-4
AutoCAD SHX Text
B-4-OW
AutoCAD SHX Text
SE-103-L
AutoCAD SHX Text
SE-105(MW)-L
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SE-102(MW)-L
AutoCAD SHX Text
SE-104(MW)-L
AutoCAD SHX Text
SE-101(MW)-L
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SE-107-L
AutoCAD SHX Text
MW-1
AutoCAD SHX Text
SE-106(MW)-L
AutoCAD SHX Text
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AutoCAD SHX Text 526 Boston Post Rd 508.358.0790
AutoCAD SHX Text Wayland, MA www.ai3architects.com https://app.procore.com/2761309/project/documents/expand_to_folder/849617110 https://app.procore.com/2761309/project/documents/expand_to_folder/849617110 eandrutis Polygon eandrutis Polygon eandrutis Polygon eandrutis Polygon eandrutis Polygon
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