Conservation Commission - 158 (01/28/2021)
agenda center attachment
| Board/Commission | Conservation Commission |
|---|---|
| Meeting Date | January 28, 2021 |
| Pages | 14 |
| File Size | 26.5 MB |
| OCR Status | Searchable (OCR processed) |
| Source URL | Original |
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DATE
DESCRIPTION
12/30/20
PER IWWC COMMENTS / PZC SUBMISSION
PROFESSIONAL SEAL
SHEET
DATE
REVISED
11/18/20
12/30/20
OF
CONTACT INFORMATION
LEBANON, CONN 06249
191 NORWICH AVENUE
YANTIC RIVER CONSULTANTS, LLC
www.yanticriverconsultants.com
Web:
yanticriver@gmail.com
Email:
(860) 367-7264
Phone:
1
14
REVISION SUMMARY
PREPARED FOR
SCALE: 1" = 100'
PROJECT NUMBER:
00096 - 001
100
0
100
200
300
SIG CON ASSOCIATES, LLC
606 POST ROAD EAST #320
WESTPORT, CT 06880
HOME THEATER TV, INC.
30157 VIA RIVERA
RANCHO PALOS VERDES, CA 90275
DOUGLAS Z. WIECZOREK
16 SILVA LANE
WATERFORD, CT 06385
WATERFORD, CT
WATERFORD WOODS
CONSERVATION COMMISSION SITE PLANS
PREPARED FOR
SIG CON ASSOCIATES, LLC
TITLE SHEET
384 & 394 WILLETTS AVENUE EXTENSION
INDEX OF SHEETS
TITLE SHEET
1
SITE DEVELOPMENT PLANS
SCALE: 1" = 1000'
APPLICANT
OWNER (384 WILLETTS AVE. EXT.)
OWNER (394 WILLETTS AVE. EXT.)
SCALE: 1" = 1000'
ZONING MAP
SITE LOCATION MAP
DESCRIPTION
SHEET NUMBER
OVERALL DEVELOPMENT LAYOUT
2
DETAILED LAYOUT PLANS
3 - 4
GRADING, DRAINAGE & UTILITY PLANS
5 - 6
EROSION & SEDIMENTATION CONTROL PLANS
7 - 8
LANDSCAPING & LIGHTING PLANS
9 - 10
DETAILS
11 - 14
PROPERTY & TOPOGRAPHIC SURVEY (FRANKLIN SURVEYS)
1 & 2 OF 2
WATERFORD WOODS
384 & 394 WILLETTS AVENUE EXT., WATERFORD, CT
TAX ASSESSOR'S MAP 134, LOTS 9190 & 9192
ZONE: C-MF
394 WILLETTS AVE. EXT.
ZONE: C-MF
384 WILLETTS AVE. EXT.
394 WILLETTS AVE. EXT.
384 WILLETTS AVE. EXT.
FENGER
BROOK
#12
WF
#11
WF
#10
WF
#9
WF
#8
WF
#7
WF
#6
WF
#5
WF
#4
WF
#1
WF
#26
WF
#25
WF
#24
WF
#23
WF
#22
WF
#21
WF
#3
WF
#19
WF
WF#18
#16
WF
#13,14
WFs
#15
WF
#20
WF
OAK
42 in.
OAK
42 in.
#17
WF
#48
WF
#49
WF
#50
WF
#52
WF
#53
WF
#54
WF
#55
WF
#56
WF
#57
WF
#58
WF
#59
WF
#60
WF
#61
WF
#62
WF
#63
WF
#64
WF
#65
WF
#66
WF
#67
WF
#68
WF
#69
WF
#70
WF
#71
WF
#72
WF
#73
WF
#74
WF
#75
WF
WF#76
#77
WF
#78
WF
#79-81
WFs
#84
WF
#85
WF
#86
WF
#88
WF
#87
WF
#89
WF
#90
WF
#91
WF
#92
WF
#93B
WF
#93
WF
#94
WF
#35
WF
#28
WF
#29
WF
#30
WF
#31
WF
#32
WF
#33
WF
#27
WF
#34
WF
#36
WF
#37
WF
#38
WF
#39
WF
#40
WF
#41
WF
#42
WF
#43
WF
#44
WF
#45
WF
#46
WF
#47
WF
#82
WF
#83
WF
N/F
86 Boston Post Road LLC
No. 86 Boston Post Road
Volume 1196, Page 164
N/F
Forza Partners LLC
No. 82 Boston Post Road
Map 134 / Lot 549
Volume 1580, Page 110
WETLAND AREA
WOODED
N/F
MH&R Properties, LLC
No. 396 Willetts
Avenue Extension
Map 134/ Lot 9193
Volume 1115, Page 241
N/F
Bruce R. Grant
No. 390 Willetts
Avenue Extension
Map 140 / Lot 9191
Volume 1216, Page 88
N/F
Home Theater TV, Inc.
No. 61 Myrock Avenue
Map 140 / Lot 5002
Volume 274, Page 487
N/F
Forza Partners LLC
No. 82 Boston Post Road
Map 134 / Lot 549
Volume 1580, Page 110
N/F
Bruce A. Cohn & Barbara L. Churchill
No. 61A Myrock Avenue
Map 140 / Lot 5005
Volume 549, Page 869
N/F
Richard G. Hedden
No. 30 Miner Lane
Map 139 / Lot 4757
Volume 289, Page 28
N/F
Home Theater TV, Inc.
No. 61 Myrock Avenue
Map 140 / Lot 5002
Volume 274, Page 487
WETLAND AREA
WOODED
WETLAND AREA
WOODED
WETLAND AREA
WOODED
AREA
WOODED
AREA
WOODED
AREA
WOODED
AREA
WOODED
AREA
WOODED
ROAD
WOODS
ROAD
WOODS
ROAD
WOODS
ROAD
WOODS
#390
HOUSE
DECK
YARD
GRASS
DRIVEWAY
ASPHALT
SIDEWALK
ASPHALT
#384
HOUSE
#396A
BUILDING
#396
BUILDING
PORCH
BOULDERS
LARGE
ROCKS AND
PILE OF
PILE
DEBRIS
PILE
BRICK
PILE
TIRE
MOUND
ROCKY
S
192.93'
N 04°09'40" W
FEMA ZONE A
FEMA ZONE X
G
S
S
WG
FEMA ZONE A
FEMA ZONE X
FEMA ZONE X
FEMA ZONE A
53.65'
N 07°11'50" W
285.07'
N 80°04'50" E
149.32'
N 78°15'50" E
295.29'
N 00°38'20" E
57.52'
N 05°46'50" E
63.87'
N 73°00'40" W
164.80'
N 10°47'40" E
57.92'
S 78°59'30" E
183.61'
N 09°40'10" E
155.67'
S 20°22'30" W
49.87'
S 69°48'40" E
149.97'
N 20°07'30" E
75.43'
S 65°38'00" E
225.00'
S 06°27'30" E
112.50'
S 06°27'30" E
186.42'
S 06°52'00" E
448.77'
S 07°19'50" E
209.40'
S 06°28'00" E
113.88'
S 11°23'30" E
120.09'
S 07°07'30" E
104.13'
S 09°59'00" E
358.97'
S 06°06'40" E
246.94'
N 05°05'30" W
463.59'
N 04°38'10" W
10.36'
N 04°38'00" E
98.52'
N 05°37'20" W
100.00'
S 87°06'00" E
185.00'
N 04°16'50" W
71.34'
N 65°38'00" W
48.66'
N 72°24'00" W
RIGHT-OF-WAY
FOOT WIDE
EXISTING 10
N/F
Waterford Parc LLC
No. 22 Miner Lane
Map 139 / Lot 4756
Volume 1576, Page 306
NECK
GRE
AT
ROAD
POST
AV
E
N
U
E
AVENUE
MYROC
SOUND
VIEW DR.
LONGVIEW
ST.
ST.
SUNSET
ST .
CLEMENT
CROSS DR.
SEYMOUR
ROAD
AN
GREAT
OLD
HAMAST AVE.
ROAD
PINE
STREET
WILLETTS
WOODLAND
GROVE
LANE
STREET
STREET
STREET
STREET
STREET
MON- ROE
LOUISE
OLIVE
VIVIAN
ORIENT
ST.
CT.
VIVIAN
WILD
ROSE
AVE.
AVE.
W
ILD
R
OSE
PL.
SUMMER
A2
DAVID ST.
WILLIAM ST.
NORMAN
STREET
SAVI
AVE.
AVE.
ST.
ST.
C
E
D
A
R
W ILL
WOODLAWN
AVERY
LANE
Fe
nge
r
B
r
ook
Morningside Park
RAILROAD
213
156
1
T
E
R
.
T
I
F
F
A
N
Y
S
T
R
O
S
B
E
R
G
EAST BROOK DR.
NECK
BUTLER CT.
ROAD
MINER
N
E
W
O
F
96.76
96.82
96.94
96.98
97.1
97.19
97.33
97.36
97.42
97.47
97.54
97.62
97.66
97.72
97.8
97.83
97.97
98.01
98.25
0
0.03
0.1
0.3
0.38
22.19
22.24
22.33
22.76
VILL
AG
E
DR.
73C
73C
3
17
17
61C
FENGER
BROOK
#12
WF
#11
WF
#10
WF
#9
WF
#8
WF
#7
WF
#6
WF
#5
WF
#4
WF
#1
WF
#26
WF
#25
WF
#24
WF
#23
WF
#22
WF
#21
WF
#3
WF
#19
WF
WF#18
#16
WF
#13,14
WFs
#15
WF
#20
WF
OAK
42 in.
OAK
42 in.
#17
WF
#48
WF
#49
WF
#50
WF
#52
WF
#53
WF
#54
WF
#55
WF
#56
WF
#57
WF
#58
WF
#59
WF
#60
WF
#61
WF
#62
WF
#63
WF
#64
WF
#65
WF
#66
WF
#67
WF
#68
WF
#69
WF
#70
WF
#71
WF
#72
WF
#73
WF
#74
WF
#75
WF
WF#76
#77
WF
#78
WF
#79-81
WFs
#84
WF
#85
WF
#86
WF
#88
WF
#87
WF
#89
WF
#90
WF
#91
WF
#92
WF
#93B
WF
#93
WF
#94
WF
#35
WF
#28
WF
#29
WF
#30
WF
#31
WF
#32
WF
#33
WF
#27
WF
#34
WF
#36
WF
#37
WF
#38
WF
#39
WF
#40
WF
#41
WF
#42
WF
#43
WF
#44
WF
#45
WF
#46
WF
#47
WF
#82
WF
#83
WF
N/F
86 Boston Post Road LLC
No. 86 Boston Post Road
Volume 1196, Page 164
N/F
Forza Partners LLC
No. 82 Boston Post Road
Map 134 / Lot 549
Volume 1580, Page 110
WETLAND AREA
WOODED
N/F
MH&R Properties, LLC
No. 396 Willetts
Avenue Extension
Map 134/ Lot 9193
Volume 1115, Page 241
N/F
Bruce R. Grant
No. 390 Willetts
Avenue Extension
Map 140 / Lot 9191
Volume 1216, Page 88
N/F
Home Theater TV, Inc.
No. 61 Myrock Avenue
Map 140 / Lot 5002
Volume 274, Page 487
N/F
Forza Partners LLC
No. 82 Boston Post Road
Map 134 / Lot 549
Volume 1580, Page 110
N/F
Bruce A. Cohn & Barbara L. Churchill
No. 61A Myrock Avenue
Map 140 / Lot 5005
Volume 549, Page 869
N/F
Richard G. Hedden
No. 30 Miner Lane
Map 139 / Lot 4757
Volume 289, Page 28
N/F
Home Theater TV, Inc.
No. 61 Myrock Avenue
Map 140 / Lot 5002
Volume 274, Page 487
WETLAND AREA
WOODED
WETLAND AREA
WOODED
WETLAND AREA
WOODED
AREA
WOODED
AREA
WOODED
AREA
WOODED
AREA
WOODED
AREA
WOODED
ROAD
WOODS
ROAD
WOODS
ROAD
WOODS
ROAD
WOODS
#390
HOUSE
DECK
YARD
GRASS
DRIVEWAY
ASPHALT
SIDEWALK
ASPHALT
#384
HOUSE
#396A
BUILDING
#396
BUILDING
PORCH
BOULDERS
LARGE
ROCKS AND
PILE OF
PILE
DEBRIS
PILE
BRICK
PILE
TIRE
MOUND
ROCKY
S
192.93'
N 04°09'40" W
FEMA ZONE A
FEMA ZONE X
G
S
S
WG
FEMA ZONE A
FEMA ZONE X
FEMA ZONE X
FEMA ZONE A
53.65'
N 07°11'50" W
285.07'
N 80°04'50" E
149.32'
N 78°15'50" E
295.29'
N 00°38'20" E
57.52'
N 05°46'50" E
63.87'
N 73°00'40" W
164.80'
N 10°47'40" E
57.92'
S 78°59'30" E
183.61'
N 09°40'10" E
155.67'
S 20°22'30" W
49.87'
S 69°48'40" E
149.97'
N 20°07'30" E
75.43'
S 65°38'00" E
225.00'
S 06°27'30" E
112.50'
S 06°27'30" E
186.42'
S 06°52'00" E
448.77'
S 07°19'50" E
209.40'
S 06°28'00" E
113.88'
S 11°23'30" E
120.09'
S 07°07'30" E
104.13'
S 09°59'00" E
358.97'
S 06°06'40" E
246.94'
N 05°05'30" W
463.59'
N 04°38'10" W
10.36'
N 04°38'00" E
98.52'
N 05°37'20" W
16
22
22
28
22
22
16
18
22
24
26
28
32
34
36
38
42
44
44
46
48
52
54
56
58
62
64
66
68
72
74
76
74
72
68
66
64
62
58
56
54
52
48
46
44
42
38
38
38
36
34
32
28
26
22
18
18
22
24
26
26
24
22
18
16
28
72
48
34
32
28
26
24
28
26
28
28
30
40
50
60
70
70
50
40
30
20
20
20
30
20
30
40
50
20
30
20
100.00'
S 87°06'00" E
185.00'
N 04°16'50" W
71.34'
N 65°38'00" W
48.66'
N 72°24'00" W
RIGHT-OF-WAY
FOOT WIDE
EXISTING 10
N/F
Waterford Parc LLC
No. 22 Miner Lane
Map 139 / Lot 4756
Volume 1576, Page 306
44
60
LP
LP
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LP
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WATERFORD, CT
PROFESSIONAL SEAL
CONTACT INFORMATION
LEBANON, CONN 06249
191 NORWICH AVENUE
YANTIC RIVER CONSULTANTS, LLC
www.yanticriverconsultants.com
Web:
yanticriver@gmail.com
Email:
(860) 367-7264
Phone:
SCALE: 1" = 60'
PROJECT NUMBER:
00096 - 001
60
0
60
120
180
DATE
DESCRIPTION
12/30/20
PER IWWC COMMENTS / PZC SUBMISSION
SHEET
DATE
REVISED
11/18/20
12/30/20
OF
2
14
REVISION SUMMARY
WATERFORD WOODS
CONSERVATION COMMISSION SITE PLANS
PREPARED FOR
SIG CON ASSOCIATES
OVERALL DEVELOPMENT LAYOUT
384 & 394 WILLETTS AVENUE
BUILDING A
20 1-BR
14 2-BR
3.5 STORY (34-UNIT)
BUILDING B
20 1-BR
14 2-BR
3.5 STORY (34-UNIT)
BUILDING C
18 1-BR
12 2-BR
3 STORY (30-UNIT)
50' SY
50' SY
50' SY
50' SY
50' SY
50' SY
50' SY
75' RY
50' SY
.
T
X
E .
E
V
A
S
T
T
E
L
L
I
W
100' U.R.A.
86.82'
59.01'
85.66'
97.78'
75' FY
DETENTION BASIN
BASIN
DETENTION
BUILDING
MAIL PAD /
UPLAND REVIEW AREA LIMIT (TYP.)
LIMIT OF INLAND WETLANDS (TYP.)
LIMIT OF CLEARING (TYP.)
NRCS SOIL TYPE BOUNDARY (TYP.)
TRASH & RECYLING
22 SPACES
21 SPACES (1 HA)
11 SPACES
12 SPACES
14 SPACES (1 HA)
100' U.R.A.
U.R.A DISTURBANCE & RESTORATION
APPROXIMATE AREA OF TEMPORARY
12 SPACES
16 SPACES (1 HA)
23 SPACES
17 SPACES
U.R.A DISTURBANCE & RESTORATION
APPROXIMATE AREA OF TEMPORARY
U.R.A DISTURBANCE & RESTORATION
APPROXIMATE AREA OF TEMPORARY
ZONING TABLE
MULTI-FAMILY DEVELOPMENT PERMITTED USE PER SECTION 16.1.2
PROPOSED USE:
UNDEVELOPED / VACANT
EXISTING USE:
384 & 394 COMBINED
STANDARD (C-MF)
ITEM
NOTES
PROVIDED
EXISTING
WETLAND IMPACT NOTES:
PARKING TABLE
MULTI-FAMILY DWELLING PER SECTION 20.3.B
USE:
WETLAND IMPACT TABLE
NOTES
PROVIDED
REQUIRED
UNIT
STANDARD
DWELLING
80
40
2 PER UNIT
2-BEDROOM UNIT
87
58
1.5 PER UNIT
1-BEDROOM UNIT
COMPLIES
168
167
98
COMPLIES
6 (1 VAN)
6 (1 VAN)
168
151-200 SPACES
ACCESSIBLE PARKING
NOTES
DISTURBANCE
TOTAL AREA
70,800 SF (1.63 AC)
TOTAL:
(SEE NOTE 2)
11,000 SF (0.25 AC)
TEMPORARY (RESTORATION)
(SEE NOTE 1)
59,800 SF (1.37 AC)
PERMANENT
292,800 SF (6.72 AC)
100' UPLAND REVIEW AREA
NO DIRECT DISTURBANCE
0 SF (0 AC)
400,500 SF (9.19 AC)
REGULATED WETLAND
TRANSITIONS TO SURROUNDING GRADE. DISTRUBED AREAS WILL BE SEEDED WITH CONSERVATION SEED MIX.
GREATEST EXTENT PRACTIVAL. AREAS WILL BE REGRADED AS REQUIRED TO ACHIEVE NATURAL SLOPE CONDITIONS WITH SMOOTH
DEBRIS & STOCKPILES, SUCH AS BRICK, CONCRETE, TIMBER, TIRES, AND ETC. HEALTHY TREES AND SHRUBS WILL BE PRESERVED TO THE
TEMPORARY DISTURBANCE WITHIN THE U.R.A. CONSISTS OF THE REMOVAL OF HISTORICAL STOCKPILES OF CONSTRUCTION & DEMOLITION
2.
INSTALLATION OF DRAINAGE INCLUDING TREATMENT, INFILTRATION & DETENTION SYSTEMS, GRADING, AND LANDSCAPING.
EXCAVATION AND CONSTRUCTION OF A PORTION OF BUILDING B & C, CONSTRUCTION OF ACCESS DRIVES, PARKING AREAS & SIDEWALKS,
PERMANENT DISTURBANCE WITHIN THE UPLAND REVIEW AREA CONSISTS OF CLEARING & GRUBBING, STRIPPING & STOCKPILING OF TOPSOIL,
1.
ZONING TABLE NOTES:
16'
16'
12'
20'
24'
DEVELOPMENT SIGN
5.4'
7.29'
UPLAND PROTECTION ZONE (U.P.Z.)
WILDLIFE SEED MIX TO CREATE AN
TO BE RESTORED WITH CONSERVATION
AREAS WITHIN 50' OF INLAND WETLANDS
50' MIN. U.P.Z.
STATION ENCLOSURE
SANITARY SEWER PUMP
DURING CONSTRUCTION
TO REMAIN - PROTECT
EXISTING 42" OAK
20'
24'
105.00'
105.00'
84.80'
LANDSCAPE PARTIAL VISUAL SCREENING
LANSCAPE PARTIAL VISUAL SCREENING
8.16'
10.89'
COMMERCIAL MULTI-FAMILY DISTRICT (C-MF) [1]
EXISTING ZONE:
AREA AS A CONSERVATIVE MEASURE.
UNDEVELOPED LAND IN THE VICINITY OF NEW BUILDINGS IS NOT INCLUDED IN THE COMPUTED VALUES FOR OPEN SPACE AND RECREATION
7.
NOT INCLUDED IN THE RECREATION AREA AS PROVIDED IN THE TABLE ABOVE.
ADDITIONAL PASSIVE RECREATION IS ANTICIPATED THROUGHOUT THE UNDEVELOPED AND WOODED PORTIONS OF LAND, HOWEVER IT IS
6.
RECREATION AREA MAY INCLUDE INDOOR AND OUTDOOR AMENITIES.
5.
OPEN SPACE INCLUDES WETLANDS AND WATERCOURSES.
4.
THE GARDEN (BASEMENT) LEVEL UNITS ARE NOT CONSIDERED A STORY PER THE BUILDING CODE.
3.
OF 55' WAS APPLIED.
SEPARATION IS 105 FEET AND THE MINIMUM SETBACK TO AN ABUTTING RESIDENTIALLY ZONE PROPERTY IS 377 FEET. A MAXIMUM BUILDING HEIGHT
BUILDING SEPARATION OVER 30 FEET AND ADDITIONAL SETBACK FROM AN ABUTTING RESIDENTIALLY ZONED PROPERTY. THE MINIMUM BUILDING
PER SECTION 18.3.8, THE COMMISSION MAY APPROVE ONE ADDITIONAL FOOT OF BUILDING HEIGHT ABOVE 40 FEET FOR EACH ADDITIONAL FOOT OF
2.
ZONE CHANGE FROM C-G TO C-MF APPROVED BY PLANNING & ZONING COMMISSION AT 09/28/20 MEETING.
1.
PROPERTY LINE TO REMAIN (TYP.)
EXISTING STONE WALL ALONG EASTERLY
10,500 SF (0.24 AC)
GRILL & GATHERING AREAS
RECREATION AREA
5,000 SF (0.11 AC)
GRILL & GATHERING AREAS
RECREATION AREA
19,000 SF (0.44 AC)
DOG PARK / GRILL & GATHERING AREAS
RECREATION AREA
173.45'
50' MIN. U.P.Z.
SEED MIX
CONSERVATION WILDLIFE
STONE
WALL TO REMAIN
STONE W ALL TO REMAIN
8 SPACES
10 SPACES
2 SP
SEED MIX
CONSERVATION WILDLIFE
20,000 SF (40 2-BR)
500 SF/2-BEDROOM:
14,500 SF (58 1-BR)
250 SF/1-BEDROOM:
COMPLIES
34,500 SF
34,500 SF MIN.
RECREATION AREA:
COMPLIES
34% (9.19 AC)
20% (5.33 AC)
OPEN SPACE:
COMPLIES
1,175.48 SF
850 SF MIN.
2-BEDROOM UNIT:
COMPLIES
700.15 SF
700 SF MIN.
1-BEDROOM UNIT:
UNIT FLOOR AREA:
COMPLIES
41% (40 UNITS)
60% MAX.
2-BEDROOM UNIT:
UNIT MIXTURE:
COMPLIES [3]
3 STORIES
4 STORIES
MAX. BUILDING STORIES:
COMPLIES [2]
40.25'
BUILDING C:
COMPLIES [2]
47.17'
BUILDING B:
COMPLIES [2]
47.17'
BUILDING A:
COMPLIES
40 FT / 55 FT
MAX. BUILDING HEIGHT:
COMPLIES
34 UNITS
45 UNITS
MAX. UNITS PER BLDG:
COMPLIES
105.00 FT
30 FT MIN.
BUILDING SEPARATION:
COMPLIES
3.7/AC (98 UNITS)
8/AC (213 UNITS)
DENSITY:
COMPLIES
722.17 FT MIN. (BLDG C)
75 FT
MIN. REAR YARD:
COMPLIES
59.01 FT (BLDG C)
50 FT
MIN. SIDE YARD:
COMPLIES
173.45 FT (MAIL)
75 FT
MIN. FRONT YARD:
COMPLIES
3.2% (36,580 SF)
25% (290,000 SF)
MAX. BLDG COVERAGE:
N/A
N/A
N/A
MIN. LOT WIDTH:
COMPLIES
286.09 FT
150 FT
MIN. LOT FRONTAGE:
COMPLIES
1,160,160 SF (26.63 AC)
60,000 SF
MIN. LOT AREA:
722.17'
3,000 SF
FILTER BED
2,000 SF
FOREBAY
SEDIMENT
2,200 SF
FOREBAY
SEDIMENT
1,200 SF
BED
FILTER
2,600 SF
FOREBAY
SEDI
MENT
EROSION CONTROL RESTORATION SEED MIX
VEGETATED SWALE ALONG STONE WALL
#12
WF
#11
WF
#13,14
WFs
CENTERLINE STRIPE
DOUBLE YELLOW
STRIPE
SHOULDER
SOLID WHITE
STRIPE
SHOULDER
SOLID WHITE
AREA
WOODED
AREA
WOODED
ROAD
WOODS
ROAD
WOODS
#390
HOUSE
DECK
YARD
GRASS
DRIVEWAY
ASPHALT
SIDEWALK
ASPHALT
#384
HOUSE
#396A
BUILDING
#396
BUILDING
PORCH
PILE
DEBRIS
PILE
BRICK
S
G
S
S
WG
WATERFORD, CT
PROFESSIONAL SEAL
CONTACT INFORMATION
LEBANON, CONN 06249
191 NORWICH AVENUE
YANTIC RIVER CONSULTANTS, LLC
www.yanticriverconsultants.com
Web:
yanticriver@gmail.com
Email:
(860) 367-7264
Phone:
SCALE: 1" = 30'
PROJECT NUMBER:
00096 - 001
30
0
30
60
90
DATE
DESCRIPTION
12/30/20
PER IWWC COMMENTS / PZC SUBMISSION
SHEET
DATE
REVISED
11/18/20
12/30/20
OF
3
14
REVISION SUMMARY
WATERFORD WOODS
CONSERVATION COMMISSION SITE PLANS
PREPARED FOR
SIG CON ASSOCIATES
DETAILED LAYOUT PLAN - NORTH
384 & 394 WILLETTS AVENUE
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
BUILDING A
20 1-BR
14 2-BR
3.5 STORY (34-UNIT)
75' FY
50' SY
50' SY
50' SY
50' SY
50' SY
GENERAL SITE NOTES
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
T
U
V
W
X
Y
Z
BOLLARD LIGHT FIXTURE
POLE MOUNTED LIGHT FIXTURE
ACCESSIBLE ICON MARKING
PAVEMENT STRIPING
CROSSWALK
VINYL SCREENING FENCE
DUMPSTER PAD
CONCRETE SIDEWALK
CONCRETE CURB & SIDEWALK
LIMIT OF SAWCUT
EDGE OF PAVEMENT W/ CURB
LIMIT OF DISTURBANCE
LIMIT OF CLEARING
SITE LAYOUT LEGEND
GENERAL CONTRACTOR TO INSTALL & LOCATE CLEANOUTS PER PLUMBING PLANS AND SPECIFICATIONS.
13.
PARKING SPACE DIMENSIONS, STRIPING AND SIGNAGE REQUIREMENTS.
CONTRACTOR TO CONFIRM WITH LOCAL CODES AND BUILDING INSPECTOR FOR SPECIFIC HANDICAPPED ACCESSIBLE
12.
DEPICTED ON THE PLANS.
ALL PAINT STRIPING SHALL BE 4" TRAFFIC PAINT IN ACCORDANCE WITH FORM 817 AND SHALL BE WHITE OR YELLOW A
11.
REFER TO GEOTECHNICAL REPORT FOR TYPE OF FILL TO ACHIEVE DESIRED COMPACTION.
CONTRACTOR SHALL COMPLETELY FILL ALL TRENCHES WITHIN 5 FEET OF PAVEMENT EDGES WITH GRANULAR BACKFILL.
10.
THE CONTRACTOR, HIS SUBCONTRACTORS OR SUPPLIERS AT NO ADDITIONAL COST TO THE OWNER.
CONTRACTOR SHALL REPAIR, RESURFACE, RECONSTRUCT OR REFURBISH ANY AREAS DAMAGED DURING CONSTRUCTION BY
9.
817 OR THE TOWN OF WATERFORD STANDARDS WHERE NEW ASPHALT JOINS EXISTING ASPHALT.
CONTRACTOR SHALL SEAL THE EDGE OF EXISTING ASPHALT PAVEMENT WITH TACK COAT IN ACCORDANCE WITH THE FORM
8.
APPLIED AT THE MINIMUM RATE RECOMMENDED BY THE MANUFACTURER OR THE PROJECT LANDSCAPE ARCHITECT.
CONTRACTOR SHALL SUPPLY AND PLACE STRAW MULCH WHEREVER GRASS SEED HAS BEEN PLACED. SEED SHALL BE
7.
ELEVATIONS WHERE TOPSOIL ABUTS THOSE AREAS.
LANDSCAPE ARCHITECT. TOP OF TOPSOIL LAYER SHALL BE PLACED 1" BELOW TOPS OF CURBS, WALKS, OR PAVEMENT
ALL NEW SEEDED OR SODDED AREAS SHALL HAVE A TOPSOIL LAYER OF 4" MINIMUM OR AS DIRECTED BY THE PROJECT
ALL DISTURBED AREAS SHALL BE SEEDED OR SODDED AFTER FINISH GRADING IS COMPLETED UNLESS OTHERWISE NOTED.
6.
CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM PROPOSED FEATURES TO EXISTING FEATURES AS NECESSARY.
5.
ACTUAL FIELD CONDITIONS TO THE OWNER.
SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES BETWEEN THE PLANS AND
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
4.
THE PROPOSED PARKING FACILITIES ARE GENERALLY PERPENDICULAR TO OR PARALLEL WITH THE PROPOSED DRIVEWAYS.
3.
DEPICTED ON THE PLAN.
ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT, FACE OF CURBS, OUTSIDE FACE OF THE BUILDING OR OTHER LIMITS AS
2.
STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES AND INCIDENTAL CONSTRUCTION FORM 817 AS APPLICABLE.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION
1.
BUILDING
MAIL PAD /
TRASH & RECYLING
N 685,000
E 1,173,000
MATCH POINT
N 685,000
E 1,173,400
MATCH POINT
A
16'
16'
A
12'
ISLAND
LANDSCAPED
23.71'
A
A
B
D
U
U
E
E
D
C
K
K
K
K
K
K
K
K
K
K
K
E
D
U
O
42'
24'
3'
R
3'
R
3'
R
3'
R
22 SPACES
21 SPACES (1 HA)
11 SPACES
A
A
S
S
S
S
J
A
A
B
B
B
B
K
K
A
RECREATION AREA (TYP.)
LIMIT OF OUTDOOR
L
L
L
GRASS SHOULDER
I
I
6'
H
H
H
BITUMINOUS CONCRETE CURB (BCLC)
HANDICAP PARKING SIGNING
HANDICAP RAMP (12'H:1'V MAX.)
CONCRETE STAIRS (7" RISE / 11" TREAD)
4' CONCRETE SIDEWALK (PUBLIC)
4' CONCRETE SIDEWALK (PRIVATE)
5' CONCRETE SIDEWALK (PRIVATE)
5' CONCRETE CURB & WALK MONOLITHIC
CROSSWALK (12" WHITE)
STOP BAR (12" WHITE)
LANE STRIPING (DOUBLE 4" YELLOW)
PARKING PAINT STRIPING (4" WHITE)
BITUMINOUS CONCRETE DRIVE
T
R
R
R
(2) 10' DOUBLE GATES
G
G
K
E
F
F
F
F
F
F
F
H
H
H
H
H
H
H
100' U.R.A.
EXISTING STONE W ALL TO REMAIN
ALONG ALL PROPERTY LINES (TYP.)
EXISTING STONE WALL TO REMAIN
15'
15'
RETAINING WALL (TYP.)
Q
Q
SEED MIX
EROSION CONTROL RESTORATION
DETENTION BASIN
H
25'
R
25'
R
490'
R
25'
R
25'
R
388'
R
200'
R
200'
R
200'
R
14 SPACES (1 HA)
10'
10'
5'
10'
24'
A
92'
R
30'
R
EXISTING STONE
WALL TO REMAIN
24'
18'
15'
5.4'
7.29'
BE DEMOLISHED
EXISTING STRUCTURE TO
CLEARING (TYP.)
PROPOSED LIMIT OF
20'
25'
R
30'
R
38'
R
24'
25'
R
25'
R
3'
R
2 SP (1 VAN)
10'
8'
8'
H
24'
TIMBER GUIDE RAIL
DIRECTIONAL SIGN
'DO NOT ENTER' SIGN
'STOP' SIGN
MONUMENT SIGN
CROSSBUCK VINYL FENCE
6' WHITE VINYL PRIVACY FENCE
STONE RUBBLE WALL
BIKE RACK & PAD
TRASH & RECYCLING ENCLOSURE
EXTRUDED CONCRETE LIP CURB
19,000 SF (0.44 AC)
DOG PARK / GRILL & GATHERING AREAS
RECREATION AREA
V
20'
3'
R
16'
ONE-W AY
16'
ONE-W AY
3'
R
3'
R
18'
10'
10'
24'
3'
R
3'
R
18'
10'
5'
10'
10'
LANDSCAPE PARTIAL VISUAL SCREENING
18'
10'
2,600 SF
SEDIMENT FOREBAY
2,200 SF
SEDIMENT FOREBAY
EROSION CONTROL RESTORATION SEED MIX
VEGETATED SWALE ALONG STONE WALL
#12
WF
#11
WF
#10
WF
#9
WF
#8
WF
#26
WF
#25
WF
#24
WF
#23
WF
#22
WF
#21
WF
#19
WF
WF#18
#16
WF
#13,14
WFs
#15
WF
#20
WF
OAK
42 in.
#17
WF
#75
WF
WF#76
#77
WF
#78
WF
#79-81
WFs
#84
WF
#85
WF
#86
WF
#88
WF
#87
WF
#89
WF
#35
WF
#28
WF
#29
WF
#30
WF
#31
WF
#32
WF
#33
WF
#27
WF
#34
WF
#36
WF
#37
WF
#38
WF
#39
WF
#82
WF
#83
WF
N/F
Home Theater TV, Inc.
No. 61 Myrock Avenue
Map 140 / Lot 5002
Volume 274, Page 487
N/F
Forza Partners LLC
No. 82 Boston Post Road
Map 134 / Lot 549
Volume 1580, Page 110
Volume 274, Page 487
WETLAND AREA
WOODED
AREA
WOODED
AREA
WOODED
ROAD
WOODS
ROAD
WOODS
ROAD
WOODS
ROAD
WOODS
PILE
DEBRIS
PILE
BRICK
PILE
TIRE
MOUND
ROCKY
WALL CORNER
FOUND AT STONE
IRON PINCH PIPE
WATERFORD, CT
PROFESSIONAL SEAL
CONTACT INFORMATION
LEBANON, CONN 06249
191 NORWICH AVENUE
YANTIC RIVER CONSULTANTS, LLC
www.yanticriverconsultants.com
Web:
yanticriver@gmail.com
Email:
(860) 367-7264
Phone:
SCALE: 1" = 30'
PROJECT NUMBER:
00096 - 001
30
0
30
60
90
DATE
DESCRIPTION
12/30/20
PER IWWC COMMENTS / PZC SUBMISSION
SHEET
DATE
REVISED
11/18/20
12/30/20
OF
4
14
REVISION SUMMARY
WATERFORD WOODS
CONSERVATION COMMISSION SITE PLANS
PREPARED FOR
SIG CON ASSOCIATES
DETAILED LAYOUT PLAN - SOUTH
384 & 394 WILLETTS AVENUE
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
BUILDING A
20 1-BR
14 2-BR
3.5 STORY (34-UNIT)
50' SY
N 685,000
E 1,173,000
MATCH POINT
N 685,000
E 1,173,400
MATCH POINT
U
K
K
K
K
E
D
3'
R
3'
R
3'
R
3'
R
B
L
F
F
F
H
H
H
DETENTION BASIN
100' U.R.A.
ALONG ALL PROPERTY LINES (TYP.)
EXISTING STONE WALL TO REMAIN
15'
15'
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
T
U
V
W
X
Y
Z
BOLLARD LIGHT FIXTURE
POLE MOUNTED LIGHT FIXTURE
ACCESSIBLE ICON MARKING
PAVEMENT STRIPING
CROSSWALK
VINYL SCREENING FENCE
DUMPSTER PAD
CONCRETE SIDEWALK
CONCRETE CURB & SIDEWALK
LIMIT OF SAWCUT
EDGE OF PAVEMENT W/ CURB
LIMIT OF DISTURBANCE
LIMIT OF CLEARING
SITE LAYOUT LEGEND
TIMBER GUIDE RAIL
DIRECTIONAL SIGN
'STOP' SIGN
MONUMENT SIGN
CROSSBUCK VINYL FENCE
6' WHITE VINYL PRIVACY FENCE
STONE RUBBLE WALL
BIKE RACK & PAD
TRASH & RECYCLING ENCLOSURE
EXTRUDED CONCRETE LIP CURB
BITUMINOUS CONCRETE CURB (BCLC)
HANDICAP PARKING SIGNING
HANDICAP RAMP (12'H:1'V MAX.)
CONCRETE STAIRS (7" RISE / 11" TREAD)
4' CONCRETE SIDEWALK (PUBLIC)
4' CONCRETE SIDEWALK (PRIVATE)
5' CONCRETE SIDEWALK (PRIVATE)
5' CONCRETE CURB & WALK MONOLITHIC
CROSSWALK (12" WHITE)
STOP BAR (12" WHITE)
LANE STRIPING (DOUBLE 4" YELLOW)
PARKING PAINT STRIPING (4" WHITE)
BITUMINOUS CONCRETE DRIVE
BUILDING B
20 1-BR
14 2-BR
3.5 STORY (34-UNIT)
BUILDING C
18 1-BR
12 2-BR
3 STORY (30-UNIT)
12 SPACES
23 SPACES
4 SPACES
12 SPACES (1 HA)
12 SPACES
B
B
B
B
B
B
B
17 SPACES (2 HA)
A
R
R
R
(2) 4' DOUBLE GATES
K
K
K
K
K
K
K
K
J
J
E
L
L
L
H
H
H
H
H
H
H
G
G
G
G
F
F
F
F
F
15'
15'
25'
25'
A
10'
5'
10'
15'
A
Q
Q
Q
Q
STATION ENCLOSURE
SANITARY SEWER PUMP
LIMIT OF CLEARING (TYP.)
DURING CONSTRUCTION
TO REMAIN - PROTECT
EXISTING 42" OAK
SEED MIX
CONSERVATION W ILDLIFE
SEED MIX
CONSERVATION WILDLIFE
50' MIN. U.P.Z.
UPLAND PROTECTION ZONE (U.P.Z.)
WILDLIFE SEED MIX TO CREATE AN
TO BE RESTORED WITH CONSERVATION
AREAS WITHIN 50' OF INLAND WETLANDS
SEED MIX
EROSION CONTROL RESTORATION
DETENTION BASIN
SEED MIX
EROSION CONTROL RESTORATION
(3) SPICEBUSH
(3) SPICEBUSH
(3) SPICEBUSH
(3) SPICEBUSH
SUMMERSWEET
(3) VANILLA SPICE
FRINGETREE
SPRING FLEECING
SUMMERSWEET
(3) VANILLA SPICE
FRINGETREE
SPRING FLEECING
FRINGETREE
SPRING FLEECING
FRINGETREE
SPRING FLEECING
SUMMERSWEET
(6) VANILLA SPICE
SERVICEBERRY
(3) SHADBLOW
EROSION CONTROL RESTORATION SEED MIX
VEGETATED FILTER SWALE ALONG STONE WALL
490'
R
25'
R
25'
R
26'
R
G
G
J
H
H
F
H
K
L
H
F
K
K
RETAINING WALL (TYP.)
92'
R
15'
30'
R
5.4'
7.29'
8.16'
LANSCAPE PARTIAL VISUAL SCREENING
10.89'
RECONSTRUCT STONE
WALL
RECONSTRUCT STONE
WALL
RECONSTRUCT STONE
WALL
10'
10'
RECREATION AREA (TYP.)
LIMIT OF OUTDOOR
19,000 SF (0.44 AC)
DOG PARK / GRILL & GATHERING AREAS
RECREATION AREA
EXISTING STONE
WALL TO REMAIN
ONE-W AY
16'
20'
A
3'
R
24'
A
10'
10'
5'
10'
18'
14 SPACES (1 HA)
B
3'
R
E
18'
10'
24'
A
10'
B
11 SPACES
3'
R
LANDSCAPE PARTIAL VISUAL SCREENING
21 SPACES (1 HA)
22 SPACES
18'
10'
24'
A
10'
5'
10'
10'
18'
3'
R
3'
R
F
18'
10'
10'
5'
10'
10'
24'
3'
R
3'
R
3'
R
3'
R
3'
R
10'
18'
18'
24'
18'
10'
3'
R
3'
R
30'
R
10,500 SF (0.24 AC)
GRILL & GATHERING AREAS
RECREATION AREA
3'
R
3'
R
8 SPACES
10 SPACES
3'
R
B
18'
10'
10'
18'
24'
50' MIN. U.P.Z.
(10) NORTHERN BAYBERRY
(3) SHADBLOW SERVICEBERRY
(11) RED SPRITE WINTERBERRY
(2) MR. POPPINS WINTERBERRY
FLO
COR
FLO
COR
FLO
COR
FLO
COR
FLO
COR
VIBURNUM
(5) KOREAN SPICE
VIBURNUM
(5) KOREAN SPICE
DOGWOOD
(5) SILKY
DOGWOOD
(5) SILKY
DOGWOOD
(5) SILKY
SERVICEBERRY
(3) SHADBLOW
SERVICEBERRY
(3) SHADBLOW
VIBURNUM
(5) KOREAN SPICE
VIBURNUM
(5) KOREAN SPICE
5,000 SF (0.11 AC)
GRILL & GATHERING AREAS
RECREATION AREA
2,000 SF
SEDIMENT FOREBAY
3,000 SF
FILTER BED
1,200 SF
BED
FILTER
2,200 SF
SEDIMENT FOREBAY
#12
WF
#11
WF
#13,14
WFs
CENTERLINE STRIPE
DOUBLE YELLOW
STRIPE
SHOULDER
SOLID WHITE
STRIPE
SHOULDER
SOLID WHITE
24 in. WATER MAIN
12 in. WATER MAIN
12 in. METAL
#4269
EVERSOURCE
POLE & NEW
OLD HELTCO
IN/OUT=57.47(SE/NW, BOTH 18 in. RCP)
CATCH BASIN, TF=60.87, INV
#4275 w/TRANS.
HELTCO POLE
#1732 w/LIGHT
HELTCO POLE
OUT=60.40 (SE/NW, BOTH 18 in. RCP)
CATCH BASIN, TF=64.25, INV IN=61.95, INV
6 in. GAS MAIN
SMH90
SMH91
SMH92
INV IN=69.76, INV OUT=68.66
CATCH BASIN, TF=72.26
8 in. SANITARY MAIN
15 in. RCP PER REFERENCE MAP #2I)
(NO OTHER VISIBLE PIPES, OUTLET IS
CATCH BASIN, TF=61.27, INV=59.17(NE)
AREA
WOODED
AREA
WOODED
ROAD
WOODS
ROAD
WOODS
#390
HOUSE
DECK
YARD
GRASS
DRIVEWAY
ASPHALT
SIDEWALK
ASPHALT
#384
HOUSE
#396A
BUILDING
#396
BUILDING
PORCH
PILE
DEBRIS
PILE
BRICK
S
G
S
S
WG
60.9
60.7
61.0
60.5
60.2
60.4
60.1
59.3
59.2
59.6
59.8
59.2
57.4
56.3
52.5
51.0
49.0
51.6
52.8
57.0
55.6
54.4
54.4
52.5
51.6
51.4
51.2
40.3
41.7
40.6
39.1
39.8
40.4
41.6
43.8
43.4
44.9
45.1
45.1
47.8
46.8
46.6
48.7
48.9
51.5
58.6
58.8
59.3
59.7
58.4
58.0
59.6
60.3
60.2
59.8
59.2
59.0
59.8
59.8
60.6
61.4
67.2
38.51
59.55
60.95
62.78
64.18
66.30
68.14
60.52
59.59
58.13
58.26
57.73
57.6
54.6
56.3
51.7
63.3
63.1
50.9
47.9
45.8
45.5
48.5
45.0
40.2
34.9
39.3
41.3
45.5
49.5
56.3
38.4
65.8
67.7
69.4
60.8
59.8
61.0
62.09
61.45
62.06
60.8
48
52
54
56
58
62
64
66
68
72
74
76
74
72
68
66
64
62
58
58
56
54
52
48
46
44
42
38
38
38
36
34
32
72
48
50
60
70
70
50
40
40
50
60
H
Y
D
H
Y
D
WATERFORD, CT
PROFESSIONAL SEAL
CONTACT INFORMATION
LEBANON, CONN 06249
191 NORWICH AVENUE
YANTIC RIVER CONSULTANTS, LLC
www.yanticriverconsultants.com
Web:
yanticriver@gmail.com
Email:
(860) 367-7264
Phone:
SCALE: 1" = 30'
PROJECT NUMBER:
00096 - 001
30
0
30
60
90
DATE
DESCRIPTION
12/30/20
PER IWWC COMMENTS / PZC SUBMISSION
SHEET
DATE
REVISED
11/18/20
12/30/20
OF
5
14
REVISION SUMMARY
WATERFORD WOODS
CONSERVATION COMMISSION SITE PLANS
PREPARED FOR
SIG CON ASSOCIATES
GRADING, DRAINAGE & UTILITY PLAN - NORTH
384 & 394 WILLETTS AVENUE
+
67.39
+
66.82
+
68.42
+
69.10
37.50
48.67
+
69.00
+
68.40
+
47.30
+
52.37
37.50
+
36.65
+
36.65
36.35
+
41.40
+
42.70
+
36.83
+
37.35
+
41.90
+
43.30
+
43.57
+
45.00
+
53.60
+
52.10
+
61.52
+
62.02
+
55.30
+
55.60
+
54.80
+
61.75
48.67
+
48.00
+
48.00
+
36.83
+
43.10
+
42.15
+
+
35.40
+
61.77
+
35.40
+
36.83
+
48.00
+
36.83
+
36.30
+
61.25
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
68
42
64
66
68
62
52
50
48
46
44
42
40
52
54
50
60
58
56
54
52
50
46
48
44
48
58
56
60
40
30
38
36
36
36
32
34
38
54
30
BUILDING A
N 685,000
E 1,173,000
MATCH POINT
N 685,000
E 1,173,400
MATCH POINT
GARDEN LEVEL (BASEMENT) FF = 37.50
FIRST FLOOR FF = 48.67
3.5 STORY (34-UNIT)
METERS
GAS
METERS
GAS
METERS
ELECTRIC
WATER SUPPLY
FIRE & DOMESTIC
FL = 30.00
TF = 36.00
SMH 03
FL = 30.70
TF = 34.90
SMH 04
131' - 8" PVC(SDR35) @ 0.005
FL = 35.20
TF = 42.40
SMH 05
166' - 8" PVC(SDR35) @ 0.031
(DESIGN BY OTHERS)
SANITARY SEWER FORCE MAIN (TYP.)
VEGETATED FILTER SWALE
(54" MIN. COVER)
PRIVATE WATER MAIN
8"Ø CLDIP (CLASS 52)
FL = 37.85
TF = 41.25
CB-C 406
FL = 49.15
TF = 52.55
CB-C 410
32' - 12"Ø HDPE @ 0.010 FT/FT
FL = 49.50
TF = 53.00
YD-CL 411
100' - 12"Ø HDPE @ 0.047 FT/FT
UTILITY STATEMENT
DRAINAGE
GENERAL GRADING NOTES
STORMWATER OPERATIONS & MAINTENANCE
FL = 60.35
TF = 63.50
CB-C 105
@ 0.010 FT/FT
25' - 12"Ø HDPE
TOP ELEV. = 49.00
FILTER BERM
CRUSHED STONE
174' - 8" PVC(SDR35)
@ 0.005
FL = 55.22
TF = 65.35
SMH 91-01
FL = 54.45
TF = 62.10
SMH 90-02
TO EXISTING UTILITY POLE HELTCO #1732
ELECTRIC & TELECOMMUNICATION CONNECTION
TO SMH 91-01
FORCEMAIN CONNECTION
AND/OR SPLICE BOX (TYP.)
TRANSFORMER PAD
@ 0.005 FT/FT
125' - 15"Ø HDPE
FL(S&N)=32.30
TF = 35.40
CB-CL 204
@ 0.030 FT/FT
51' - 8"Ø HDPE
FL = 34.33
TF = 36.33
YD-CL 208
FL = 33.83
TF = 36.33
YD-CL 207
FL = 39.50
TF = 42.00
YD-CL 407
33' - 12"Ø HDPE @ 0.042 FT/FT
64' - 15"Ø HDPE @ 0.037 FT/FT
FL = 40.20
TF = 43.60
CB-C 408
FL = 45.20
TF = 47.20
YD-CL 210
(BY OTHERS)
NATURAL GAS MAIN
FL = 54.35 (MATCH EX.)
TO EXISTING SMH91
CONNECT NEW 8" PVC(SDR-35)
FL(OUT) = 54.14
FL(IN) = 54.35
TF = 64.18
EX. SMH91
FL(OUT) = 58.75
FL(IN) = 58.90
TF = 61.77
EX. SMH90
50' - 8" PVC(SDR35) @ 0.005
FL = 55.57
8" PVC(SDR35) END CAP
TOP ELEV. = 49.00
FILTER BERM
CRUSHED STONE
FL = 49.00
FE 100
@ 0.025 FT/FT
13' - 12"Ø HDPE
FL(W) = 49.35
FL(E) = 50.50
TF = 53.60
CB-C 101
@ 0.042 FT/FT
58' - 12"Ø HDPE
FL = 52.95
TF = 56.05
CB-C 102
FL = 58.15
TF = 61.25
CB-C 103
@ 0.039 FT/FT
134' - 12"Ø HDPE
FL = 60.15
TF = 63.50
CB-C 104
@ 0.037 FT/FT
54' - 12"Ø HDPE
WAY, PUBLIC SAFETY, NOR NATURAL RESOURCES.
SITE WORK, AND MAINTAIN NO ADVERSE IMPACT ON ABUTTING PROPERTIES, THE PUBLIC RIGHT OF
DEVELOPMENT, MAINTAIN STABILITY AND MAINTENANCE OF GRADED AREAS UPON COMPLETION OF
DEPOSITION OF MORE MATERIAL(S) THAN NECESSARY TO ACCOMMODATE THE PROPOSED
EXTRACTION, GRADING, FILLING AND/OR PROCESSING SHALL NOT INVOLVE THE REMOVAL OR
10.
INDICATED ON THE PLANS.
SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE
9.
ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS.
8.
FOR, AND CORRECT IF ANY, "BIRD BATH" CONDITIONS.
PROVIDE POSITIVE DRAINAGE WITHOUT PONDING. AFTER INSTALLATION, CONTRACTOR TO TEST
7.
WILL BE DETERMINED AT THE TIME OF CONSTRUCTION.
REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED BUILDING OR PARKING AREAS
LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR
AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE
6.
GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT.
TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH ENGINEERED
5.
INSTRUCT AND OBSERVE.
CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE IS PRESENT TO
APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IN, AROUND OR OVER UTILITIES, THE
PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE
TO START, OR AS REQUIRED BY GOVERNING UTILITY COMPANY, TO VERIFY IF ANY UTILITIES ARE
THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS
4.
COMPANIES SO AS NOT TO CAUSE DAMAGE.
AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY
THE EXCAVATING CONTRACTOR SHALL TAKE PARTICULAR CARE WHEN EXCAVATING IN AND
3.
FIELD CONDITIONS TO THE OWNER OR OWNER'S REPRESENTATIVE IMMEDIATELY.
CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF
2.
PERFORMED IN ACCORDANCE WITH THE TOWN OF WATERFORD STANDARD SPECIFICATIONS.
CONSTRUCTION FORM 817 AS APPLICABLE. WORK WITHIN THE ROAD RIGHT-OF-WAYS SHALL BE
OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES AND INCIDENTAL
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT
1.
VALVE (OPEN RIGHT)
& GATE
W/ THRUST BLOCK
PROPOSED 12"X12"X8" TEE
OF MAIN UNKNOWN
GAS CO. ACTUAL LOCATION
TO BE COORDINATED WITH
GAS SERVICE CONNECTION
PROCEDURES PRIOR TO COMMENCING WORK.
BEFORE YOU DIG" AT 1-800-922-4455, IN ACCORDANCE WITH CBYD NOTIFICATION
APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY "CALL
EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE
ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE. THE SIZE, LOCATION AND
ABANDONED. THESE LOCATIONS MUST BE CONSIDERED APPROXIMATE IN NATURE.
GROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN-SERVICE OR
SOURCES. THE SURVEYOR AND THIS PLAN SET MAKE NO GUARANTEE THAT THE UNDER-
COMPANIES OR GOVERNMENT AGENCIES, PAROLE TESTIMONY, FIELD SURVEY AND OTHER
HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE RESPECTED UTILITY
UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON
123' - 12"Ø HDPE @ 0.035 FT/FT
FL = 44.45
TF = 47.85
CB-C 409
FL = 34.33
TF = 36.33
YD-CL 202
51' - 8"Ø HDPE @ 0.032 FT/FT
FL(S&W) = 31.30 (15")
FL(E) = 32.70 (8")
TF = 35.40
CB-CL 201
24' - 15"Ø HDPE @ 0.005 FT/FT
FL = 31.15
FE 200
MODIFIED RIPRAP SPLASH PAD (TYP.)
DESIGN ENGINEER THAT THE SYSTEM WAS CONSTRUCTED IN ACCORDANCE WITH THE APPROVED DESIGN PLANS.
THE
AN AS-BUILT SURVEY OF THE STORMWATER SYSTEM COMPONENTS SHALL BE SUBMITTED TO THE COMMISSION WITH WRITTEN VERIFICATION FROM
5.
INSTALLATION OF OUTLET STRUCTURES AND PIPE CONNECTIONS
F.
GRADING OF AND PLACEMENT OF FILTER MATERIAL WITHIN DETENTION BASINS
E.
PLACEMENT OF SC-740 UNITS AND MANIFOLDS AND STONE BACKFILL
D.
PLACEMENT OF GEOTEXTILE BASE & WRAP FOR ISOLATOR ROW
C.
PLACEMENT OF GEOTEXTILE WRAP AND BASE STONE & CURTAIN DRAIN PIPE
B.
EXCAVATION LIMITS AND SURROUNDING UNDISTURBED SOILS
A.
BY THE DESIGN ENGINEER PRIOR TO BACKFILL OR CONCEALMENT:
DESIGN ENGINEER PRIOR TO INSTALLATION AND SHALL SEQUENCE CONSTRUCTION TO ENSURE THE FOLLOWING COMPONENTS ARE INSPECTED
THAT IT WAS CONSTRUCTED SUBSTANTIALLY IN ACCORDANCE WITH THE PLAN. CONTRACTOR SHALL PROVIDE MATERIAL SUBMITTALS TO THE
THE DESIGN ENGINEER SHALL OVERSEE THE INSTALLATION OF THE PROPOSED STORMWATER DETENTION & TREATMENT SYSTEMS AND CERTIFY
4.
THE VEGETATED DETENTION BASINS HAVE A 12" MIN. DEPRESSED BOTTOM ELEVATION FURTHER ENCOURAGING FILTRATION AND INFILTRATION.
D.
WILL CAPTURE TOTAL SUSPENDED SOLIDS (TSS) AND DEBRIS.
ISOLATOR ROW WITHIN THE STORMTECH SYSTEMS AND DISCHARGED TO SEDIMENT FOREBAY/FILTER BASIN. IN COMBINATION THE SYSTEM
CONCENTRATED FLOWS FROM THE COLLECTION SYSTEM WILL BE DIVERTED THROUGH EITHER VEGETATED FILTER SWALES OR THROUGH AN
C.
ALL CATCH BASINS SHALL HAVE 2' (MIN.) DEEP SUMPS.
B.
IMPERVIOUS SURFACES HAVE BEEN DISCONNECTED WHERE POSSIBLE TO ENCOURAGE VEGETATED OVERLAND FLOW.
A.
STORMWATER RUNOFF FROM IMPERVIOUS SURFACES WILL BE TREATED AS FOLLOWS:
3.
OR VOLUMES DISCHARGING TO THE DOWNGRADIENT WETLANDS OR ADJACENT PROPERTIES.
25, 50 AND 100-YEAR STORM EVENTS AS COMPARED TO PRE-DEVELOPED (EXISTING) CONDITIONS. THERE WILL BE NO INCREASE IN PEAK FLOW RATES
SUBSURFACE INFILTRATION/TREATMENT SYSTEMS IN COMBINATION WITH THE DETENTION BASINS ATTENUATE PEAK FLOW RATES FOR THE 2, 5, 10,
THE SUBSURFACE INFILTRATION/TREATMENT SYSTEM 1B CONSISTS OF STORMTECH SC-740 CHAMBERS BACKFILLED WITH WASHED STONE THE
2.
CATCH BASINS & PIPING AND DISCHARGED TO SUBSURFACE INFILTRATION SYSTEMS, VEGETATED FILTER SWALES & DETENTION BASINS.
STORMWATER RUNOFF FROM THE PROPOSED DEVELOPMENT WILL BE COLLECTED THROUGH A SERIES OF ROOF LEADERS, SWALES, YARD DRAINS,
1.
ISOLATOR ROW INSPECTION & MAINTENANCE
INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.
STEP 4)
REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.
STEP 3)
VACUUM STRUCTURE SUMP AS REQUIRED
C.
APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN
B.
A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED
A.
CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS
STEP 2)
IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
B.3.
USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE
B.2.
REMOVE GRATE/LID FROM STRUCTURE AT UPSTREAM EACH END OF ISOLATOR ROW
B.1.
ALL ISOLATOR ROWS
B.
IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
A.3.
USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG
A.2.
REMOVE/OPEN GRATE/LID ON DRAINAGE STRUCTURE
A.1.
INSPECTION PORTS (CATCH BASIN GRATES OR MANHOLE COVERS)
A.
INSPECT ISOLATOR ROW FOR SEDIMENT
STEP 1)
HIGH WATER ELEVATIONS. JETTING AND VACTORING SHALL BE CONDUCTED ANNUALLY OR WHEN MAINTENANCE IS NECESSARY.
INSPECTION INTERVALS SHALL BE ADJUSTED BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT AND DEBRIS ACCUMULATIONS AND
THE STORMTECH SC740 ISOLATOR ROW SHALL BE INSPECTED AS FOLLOWS EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION.
SALT AND OTHER DEBRIS FROM THE WINTER MAINTENANCE SEASON.
ACCESS DRIVES, PARKING AREAS AND SIDEWALKS SHALL BE SWEPT ANNUALLY EACH SPRING TO REMOVE SAND,
E.
CONTROL INVASIVE SPECIES.
BE MOWED AT LEAST ONCE EVERY TWO YEARS DURING A DRY PERIOD TO MINIMIZE OVERGROWTH AND
SPRING AND FALL TO ENSURE THE INLET AND OUTLETS ARE FUNCTIONING PROPERLY. VEGETATION SHOULD
INSPECT THE VEGETATED SWALES, SEDIMENT FOREBAYS, AND DETENTION PONDS TWICE ANNUALLY IN THE
D.
AS REQUIRED PER THE MANUFACTURER'S RECOMMENDATIONS. SEE ISOLATOR ROW NOTES.
INSPECT THE STORMTECH SC-740 SUBSURFACE STORMWATER DETENTION & TREATMENT SYSTEM
C.
SHALL BE REMOVED AND DISPOSED OF IN AN APPROVED MANNER.
CLEANUP AND A SECOND TIME DURING SPRING CLEANUP. ALL DEBRIS THAT OBSTRUCTS OR DIVERTS FLOW
INSPECT EACH VEGETATED/LANDSCAPED AREA TWICE ANNUALLY, ONCE IN THE FALL AS PART OF FOLIAGE
B.
COLLECTED SEDIMENT AND DEBRIS AND DISPOSE OF IN AN APPROVED MANNER.
INSPECT EACH CATCH BASIN ANNUALLY IN THE SPRING FOLLOWING THE WINTER SEASON. REMOVE ALL
A.
THE FOLLOWING MAINTENANCE SHALL BE PERFORMED AND A MAINTENANCE LOG OR CHECKLIST COMPLETED.
2.
OWNER & PARTY RESPONSIBLE FOR OPERATION AND MAINTENANCE: SIG CON ASSOCIATES, LLC
1.
APPROVAL PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
BE PREPARED BY THE DESIGN ENGINEER AND SUBMITTED TO THE COMMISSION'S AGENT FOR REVIEW AND
MANAGEMENT SYSTEMS FUNCTION AS DESIGNED. A CONDENSED INSPECTION AND MAINTENANCE CHART SHALL
THE FOLLOWING OPERATION & MAINTENANCE PLAN SHALL BE IMPLEMENTED TO ENSURE THAT STORMWATER
VOL = 3,400 CF
AREA = 2,200 SF
BOT. ELEV. = 30.00
SEDIMENT FOREBAY
VOL = 4,000 CF
AREA = 2,600 SF
BOT. ELEV. = 48.00
SEDIMENT FOREBAY
FILTER BERM
SEDIMENT FOREBAY
#12
WF
#11
WF
#10
WF
#9
WF
#8
WF
#26
WF
#25
WF
#24
WF
#23
WF
#22
WF
#21
WF
#19
WF
WF#18
#16
WF
#13,14
WFs
#15
WF
#20
WF
OAK
42 in.
#17
WF
#75
WF
WF#76
#77
WF
#78
WF
#79-81
WFs
#84
WF
#85
WF
#86
WF
#88
WF
#87
WF
#89
WF
#35
WF
#28
WF
#29
WF
#30
WF
#31
WF
#32
WF
#33
WF
#27
WF
#34
WF
#36
WF
#37
WF
#38
WF
#39
WF
#82
WF
#83
WF
WETLAND AREA
WOODED
AREA
WOODED
AREA
WOODED
ROAD
WOODS
ROAD
WOODS
ROAD
WOODS
ROAD
WOODS
PILE
DEBRIS
PILE
BRICK
PILE
TIRE
MOUND
ROCKY
56.3
52.5
51.0
49.0
51.6
52.8
55.6
54.4
54.4
52.5
51.6
51.4
51.2
41.4
41.8
42.7
41.7
39.2
36.2
36.9
37.6
38.1
37.1
35.3
34.7
33.9
33.7
33.8
33.1
32.7
33.2
31.5
33.7
33.7
34.9
29.3
31.6
32.7
33.3
34.3
26.1
29.8
30.8
31.8
32.7
33.8
33.8
34.2
34.4
34.4
33.3
33.4
33.0
32.9
27.2
22.3
21.3
21.9
23.2
19.9
20.2
20.8
22.7
27.5
22.6
28.4
28.6
30.8
28.9
23.1
34.5
31.3
31.5
30.7
28.5
26.8
26.4
27.1
25.8
25.9
29.4
28.7
29.7
29.7
30.1
29.4
28.4
33.3
28.2
34.6
35.9
37.2
38.3
38.9
39.3
38.4
40.3
41.7
40.6
39.1
39.8
40.4
41.6
43.8
43.4
44.9
45.1
45.1
47.8
46.8
46.6
48.7
48.9
51.5
27.5
27.1
26.2
28.3
24.8
26.8
28.2
38.51
50.9
47.9
45.8
42.6
45.5
48.5
45.0
40.2
34.9
39.3
41.3
45.5
38.4
34.3
22
22
32
34
36
38
42
44
44
46
48
52
54
56
58
62
46
44
42
38
38
38
48
34
32
28
26
24
28
30
40
50
60
40
20
30
40
50
20
44
H
Y
D
H
Y
D
WATERFORD, CT
PROFESSIONAL SEAL
CONTACT INFORMATION
LEBANON, CONN 06249
191 NORWICH AVENUE
YANTIC RIVER CONSULTANTS, LLC
www.yanticriverconsultants.com
Web:
yanticriver@gmail.com
Email:
(860) 367-7264
Phone:
SCALE: 1" = 30'
PROJECT NUMBER:
00096 - 001
30
0
30
60
90
DATE
DESCRIPTION
12/30/20
PER IWWC COMMENTS / PZC SUBMISSION
SHEET
DATE
REVISED
11/18/20
12/30/20
OF
6
14
REVISION SUMMARY
WATERFORD WOODS
CONSERVATION COMMISSION SITE PLANS
PREPARED FOR
SIG CON ASSOCIATES
GRADING, DRAINAGE & UTILITY PLAN - SOUTH
384 & 394 WILLETTS AVENUE
37.50
48.67
33.50
44.67
+
47.30
+
52.37
+
43.55
+
43.55
33.50
37.50
+
36.65
+
36.65
44.67
36.50
36.50
+
36.62
+
36.35
+
44.00
+
41.40
+
41.67
+
42.70
+
43.20
+
41.85
+
36.83
+
37.35
+
41.90
+
43.20
+
43.65
+
43.30
+
43.57
+
45.00
+
53.60
+
52.10
48.67
+
48.00
+
48.00
+
36.83
+
32.83
+
42.20
+
43.10
+
44.90
+
40.70
+
41.05
+
40.20
+
35.83
+
34.75
+
42.15
+
39.60
+
44.00
+
39.60
+
35.02
+
34.55
+
34.82
+
34.45
+
34.15
+
39.87
+
40.25
+
42.55
+
35.40
+
35.83
+
35.40
+
33.00
+
33.30
+
34.10
+
33.80
+
35.83
+
35.83
+
36.83
+
48.00
+
44.00
+
32.83
+
36.83
+
36.30
+
38.20
+
35.80
+
33.27
+
33.87
+
33.60
+
34.90
42
48
46
44
42
40
56
54
52
50
46
44
48
40
44
42
40
38
36
34
34
32
30
30
30
32
28
34
36
38
40
38
36
36
36
32
34
34
32
38
28
32
32
30
32
30
N 685,000
E 1,173,000
MATCH POINT
N 685,000
E 1,173,400
MATCH POINT
BUILDING B
BUILDING C
GARDEN LEVEL (BASEMENT) FF = 33.50
FIRST FLOOR FF = 44.67
3.5 STORY (34-UNIT)
FIRST FLOOR FF = 36.50
3 STORY (30-UNIT)
POOL
PLUNGE
RIPRAP
POOL
PLUNGE
RIPRAP
ECB
ECB
ECB
METERS
ELECTRIC
METERS
GAS
METERS
GAS
METERS
GAS
METERS
GAS
METERS
ELECTRIC
WATER SUPPLY
FIRE & DOMESTIC
FL = 25.80
TF = 33.50
SMH 01
FL = 27.00
TF = 33.00
SMH 03
88' - 8" PVC(SDR35)
@ 0.009
208' - 8" PVC(SDR35)
@ 0.014
199' - 8" PVC(SDR35) @ 0.006
FL = 35.20
TF = 42.40
SMH 05
166' - 8" PVC(SDR35) @ 0.031
(DESIGN BY OTHERS)
SANITARY SEWER PUMP S