Conservation Commission Regular Meeting Materials (linked)
agenda center agenda
| Board/Commission | Conservation Commission |
|---|---|
| Meeting Date | February 24, 2022 |
| Pages | 5 |
| File Size | 13.2 MB |
| OCR Status | Searchable (OCR processed) |
| Source URL | Original |
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Full Text (OCR Extracted)
FENGER
BROOK
#12
WF
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WF
CENTERLINE STRIPE
DOUBLE YELLOW
STRIPE
SHOULDER
SOLID WHITE
STRIPE
SHOULDER
SOLID WHITE
OAK
42 in.
OAK
42 in.
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WF
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WFs
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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
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
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
Richard G. Hedden
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
PORCH
BOULDERS
LARGE
ROCKS AND
PILE OF
PILE
DEBRIS
PILE
BRICK
PILE
TIRE
MOUND
ROCKY
N/F
Forza Partners LLC
No. 82 Boston Post Road
Map 134 / Lot 549
Volume 1580, Page 110
NOT SURVEYED
* BUILDING DIGITIZED
#396
BUILDING
N/F
MH&R Properties, LLC
No. 396 Willetts
Avenue Extension
Map 134/ Lot 9193
Volume 1115, Page 241
#398
BUILDING
N/F
Forza Partners LLC
No. 82 Boston Post Road
Map 134 / Lot 549
Volume 1580, Page 110
OAK
42 in.
OAK
36 in.
OAK
48 in.
S
FEMA ZONE A
FEMA ZONE X
G
S
S
WG
FEMA ZONE X
FEMA ZONE A
FEMA ZONE A
FEMA ZONE X
FEMA ZONE X
FEMA ZONE A
RIGHT-OF-WAY
FOOT WIDE
EXISTING 10
SURVEYED
DIGITIZED NOT
* BUILDINGS PARTIALLY
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.
DATE
DESCRIPTION
12/30/20
PER IWWC COMMENTS / PZC SUBMISSION
PROFESSIONAL SEAL
SHEET
DATE
REVISED
11/18/20
2/8/22
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
5
REVISION SUMMARY
2/10/21
PER CONDENSED COMMENTS
4/16/21
PER CONDITIONS OF APPROVAL
2/8/22
PHASE 2 DEVELOPMENT
PREPARED FOR
SCALE: 1" = 100'
PROJECT NUMBER:
00096 - 001
100
0
100
200
300
WATERFORD WOODS, LLC
606 POST ROAD EAST #320
WESTPORT, CT 06880
WATERFORD, CT
WATERFORD WOODS
SITE DEVELOPMENT PLANS
PREPARED FOR
WATERFORD WOODS, LLC
TITLE SHEET / PHASING PLAN
384 & 394 WILLETTS AVENUE EXTENSION
INDEX OF SHEETS
TITLE SHEET / PHASING PLAN
1
PHASE 2 SITE DEVELOPMENT PLANS
SCALE: 1" = 1000'
OWNER / APPLICANT
SCALE: 1" = 1000'
ZONING MAP
SITE LOCATION MAP
DESCRIPTION
SHEET NUMBER
OVERALL DEVELOPMENT LAYOUT
2
DETAILED LAYOUT PLAN - SOUTHWEST
3
GRADING, DRAINAGE & UTILITY PLAN - SOUTHWEST
4
EROSION & SEDIMENTATION CONTROL PLAN - SOUTHWEST
5
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.
PHASE 1
BUILDING A
PHASE 1
BUILDING B
PHASE 1
BUILDING C
PHASE 2
BUILDING E
PHASE 2
BUILDING F
PHASE 1
CLUBHOUSE
PHASE 2
BUILDING D
PHASE 2
WIDEN EXIT LANE
GARAGES PHASE 2
GARAGE PHASE 2
GARAGE PHASE 2
BUILDING PHASE 2
ENLARGED MAIL
PAVEMENT (TYP.)
PHASE 1 LIMIT OF
PAVEMENT (TYP.)
PHASE 2 LIMIT OF
NON-ENCROACHMENT AREA
LIMIT OF APPROVED PHASE 1
NON-ENCROACHMENT AREA
LIMIT OF PROPOSED PHASE 2
SITE DEVELOPMENT PHASING PLAN
SCALE: 1" = 100'
73C
73C
3
17
17
61C
FENGER
BROOK
#12
WF
#11
WF
#10
WF
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#8
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WF
#6
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WF
#4
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#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
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WF
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WF
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WF
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WF
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WF
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WF
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WF
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WF#76
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WF
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WF
#79-81
WFs
#84
WF
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WF
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WF
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WF
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WF
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WF
#90
WF
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WF
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WF
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WF
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WF
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WF
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WF
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#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
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
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
PORCH
BOULDERS
LARGE
ROCKS AND
PILE OF
PILE
DEBRIS
PILE
BRICK
PILE
TIRE
MOUND
ROCKY
N/F
Forza Partners LLC
No. 82 Boston Post Road
Map 134 / Lot 549
Volume 1580, Page 110
NOT SURVEYED
* BUILDING DIGITIZED
#396
BUILDING
N/F
MH&R Properties, LLC
No. 396 Willetts
Avenue Extension
Map 134/ Lot 9193
Volume 1115, Page 241
#398
BUILDING
N/F
Forza Partners LLC
No. 82 Boston Post Road
Map 134 / Lot 549
Volume 1580, Page 110
OAK
42 in.
OAK
36 in.
OAK
48 in.
D2-101
D2-102
D2-103
D2-104
D2-105
D2-106
R2-101
D2-107
S
FEMA ZONE A
FEMA ZONE X
G
S
S
WG
FEMA ZONE A
FEMA ZONE X
FEMA ZONE X
FEMA ZONE A
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
RIGHT-OF-WAY
FOOT WIDE
EXISTING 10
SURVEYED
DIGITIZED NOT
* BUILDINGS PARTIALLY
20
N/F
Waterford Parc LLC
No. 22 Miner Lane
Map 139 / Lot 4756
Volume 1576, Page 306
20
44
60
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
2/8/22
OF
2
5
REVISION SUMMARY
2/10/21
PER CONDENSED COMMENTS
4/16/21
PER CONDITIONS OF APPROVAL
9/21/21
CLUBHOUSE ADDITION
10/25/21
PER TOWN COMMENTS
10/27/21
REDUCED CLEARING & ADDITIONAL PLANTINGS
11/23/21
PER CONDITIONS OF APPROVAL
2/8/22
PHASE 2 DEVELOPMENT
WATERFORD WOODS
SITE MODIFICATION PLANS
PREPARED FOR
WATERFORD WOODS, LLC
OVERALL DEVELOPMENT LAYOUT
384 & 394 WILLETTS AVENUE
LP
BUILDING A
3.5 STORY (34-UNIT)
14 2-BR
20 1-BR
BUILDING B
3.5 STORY (34-UNIT)
14 2-BR
20 1-BR
BUILDING C
3 STORY (30-UNIT)
12 2-BR
18 1-BR
50' SY
50' SY
50' SY
50' SY
50' SY
50' SY
50' SY
75' RY
50' SY
W ILLETTS A
VE. EXT.
75' FY
24'
SEDI
MENT
FOREBAY
2,600 SF
24'
3.5 STORY (34-UNIT)
14 2-BR
20 1-BR
BUILDING D
RECREATION AREA
12,700 SF (0.29 AC)
MAIL
WILLETTS AVE. EXT. (TYP.)
REPLACE SIDEWALK ALONG
DEVELOPMENT SIGN
PROPERTY LINE TO REMAIN (TYP.)
EXISTING STONE WALL ALONG EASTERLY
TRASH & RECYLING
EROSION CONTROL RESTORATION SEED MIX
VEGETATED SWALE ALONG STONE WALL
PUBLISHED MAPPING
LIMIT OF FEMA ZONE A BASED ON
BASED ON DETAILED ANALYSIS
LIMIT OF BASE FLOOD ELEVATION
U.R.A DISTURBANCE & RESTORATION
APPROXIMATE AREA OF TEMPORARY
POOL
PATIO
POOL
LOUNGE
PATIO
CLUBHOUSE
DOG PARK
ROCKY MOUND
TO REMAIN
ROCKY MOUND
TO REMAIN
DURING CONSTRUCTION
TO REMAIN - PROTECT
EXISTING 42" OAK
5,100 SF (0.12 AC)
RECREATION AREA
DETENTION
BASIN
SEDIMENT
FOREBAY
2,000 SF
RECREATION AREA
10,000 SF (0.23 AC)
GRILL
AREA
DOG PARK
DETENTION BASIN
SEDIMENT
FOREBAY
2,200 SF
GRILL
AREA
BASIN
DETENTION
SEDIMENT
FOREBAY
2,000 SF
SEED MIX (TYP.)
CONSERVATION WILDLIFE
PROTECT DURING CONSTRUCTION
LARGE HEALTHY TREES TO REMAIN
PUBLISHED MAPPING
LIMIT OF FEMA ZONE A BASED ON
WATER QUALITY SWALE
UPLAND REVIEW AREA LIMIT (TYP.)
LIMIT OF INLAND WETLANDS (TYP.)
16.00' 20.00'
BUILDING F
3 STORY (36-UNIT)
12 2-BR
24 1-BR
BUILDING E
3 STORY (36-UNIT)
12 2-BR
24 1-BR
LANES
WITH LEFT/RIGHT EXIT
WEST ACCESS DRIVE
50'
BASIN
DETENTION
UNDERGROWTH REMOVAL
SELECTIVE CLEARING AND
LIMIT OF SELECTIVE CLEARING
NRCS SOIL TYPE BOUNDARY (TYP.)
NON-ENCROACHMENT BOUNDARY
LIMIT OF CLEARING (TYP.) MATCHES
AREA = 2,670 SF (0.06 AC)
FAVOR OF WATERFORD WOODS, LLC
LIMIT OF SANITARY EASEMENT IN
100' U.R.A.
ZONING TABLE
ZONING TABLE NOTES:
EXISTING ZONE:
COMMERCIAL MULTI-FAMILY DISTRICT (C-MF) [1]
WETLAND IMPACT NOTES:
EXISTING USE:
UNDEVELOPED / VACANT - APPROVED MF UNDER CONSTRUCTION
PROPOSED USE:
MULTI-FAMILY DEVELOPMENT PERMITTED USE PER SECTION 16.1.2
EXISTING
APPROVED
PROPOSED
NOTES
ITEM
STANDARD (C-MF)
384 & 394 COMBINED
MODIFICATION
1.
ZONE CHANGE FROM C-G TO C-MF APPROVED BY PLANNING & ZONING COMMISSION AT 09/28/20 MEETING.
2.
PER SECTION 18.3.8, THE COMMISSION APPROVED A MAXIMUM BUILDING HEIGHT OF 55'.
3.
THE GARDEN (BASEMENT) LEVEL UNITS ARE NOT CONSIDERED A STORY PER THE BUILDING CODE.
4.
OPEN SPACE INCLUDES WETLANDS AND WATERCOURSES.
5.
RECREATION AREA MAY INCLUDE INDOOR AND OUTDOOR AMENITIES.
PARKING TABLE
USE:
MULTI-FAMILY DWELLING PER SECTION 20.3.B
DWELLING
STANDARD
UNIT
REQUIRED
PROVIDED
NOTES
ACCESSIBLE PARKING
301-400 SPACES
313
8 (2 VAN)
8 (2 VAN)
COMPLIES
1-BEDROOM UNIT
1.5 PER UNIT
126
189
2-BEDROOM UNIT
1.5 PER UNIT
78
117
204
306
313
COMPLIES
4 SPACES
12 SPACES
14 SPACES
5 SPACES
20 SPACES
19 SPACES
8 SPACES
12 SPACES
12 SPACES
12 SPACES
18 SPACES
17 SPACES
13 SPACES
17 SPACES
2 SP
8 SPACES
4 GARAGE
4 GARAGE
26 SPACES
15 SPACES
12 SPACES
9 SPACES
9 SPACES
9 SPACES
10 SPACES
5 GARAGE
5 GARAGE
10 SPACES
CLUBHOUSE
RECREATION AREA
29,200 SF (0.67 AC)
RECREATION AREA
15,200 SF (0.35 AC)
RECREATION AREA
9,000 SF (0.21 AC)
WETLAND IMPACT TABLE
TOTAL AREA
DISTURBANCE
NOTES
TOTAL AREA
DISTURBANCE
NOTES
REGULATED WETLAND
400,500 SF (9.19 AC)
0 SF (0 AC)
NO DIRECT DISTURBANCE
100' UPLAND REVIEW AREA
292,800 SF (6.72 AC)
PERMANENT
112,700 SF (2.59 AC)
(SEE NOTE 1)
TEMPORARY (RESTORATION)
24,900 SF (0.57 AC)
(SEE NOTE 1)
137,600 SF (3.16 AC)
TOTAL AREA
DISTURBANCE
NOTES
IMPACT SUMMARY TABLE
APPROVED PLAN - INLAND WETLAND PERMITS #C-20-19, #C-21-12
PROPOSED MODIFICATION - PHASE 2 DEVELOPMENT
REGULATED WETLAND
400,500 SF (9.19 AC)
0 SF (0 AC)
NO DIRECT DISTURBANCE
100' UPLAND REVIEW AREA
292,800 SF (6.72 AC)
PERMANENT
119,600 SF (2.75 AC)
TEMPORARY (RESTORATION)
24,900 SF (0.57 AC)
TOTAL DISTURBANCE
144,500 SF (3.32 AC)
GRILL
AREA
APPROVED PLAN - INLAND WETLANDS PERMIT #C-20-19 & #C-21-12
1. SEE APPROVED PLAN SETS FOR NOTES.
PROPOSED MODIFICATION - PHASE 2 SITE DEVELOPMENT
2. PERMANENT DISTURBANCE WITHIN THE UPLAND REVIEW AREA CONSISTS OF CLEARING & GRUBBING, STRIPPING
& STOCKPILING OF TOPSOIL, EXCAVATION & CONSTRUCTION OF A PORTION OF BUILDING F, PARKING, TRASH &
RECYCLING ENCLOSURE, GRASS OPEN SPACE & ACTIVE RECREATION AREAS, DRAINAGE IMPROVEMENTS
INCLUDING TREATMENT, INFILTRATION & DETENTION SYSTEMS, GRADING, AND LANDSCAPING.
3. THERE ARE NO ADDITIONAL TEMPORARY DISTURBANCES WITHIN THE UPLAND REVIEW AREA ASSOCIATED WITH
PHASE 2 SITE DEVELOPMENT.
REGULATED WETLAND
400,500 SF (9.19 AC)
0 SF (0 AC)
NO DIRECT DISTURBANCE
100' UPLAND REVIEW AREA
292,800 SF (6.72 AC)
PERMANENT
+6,900 SF (0.16 AC)
INCREASE (SEE NOTE 2)
TEMPORARY (RESTORATION)
+0 SF (0.00 AC)
NO CHANGE (SEE NOTE 3)
TOTAL DISTURBANCE
+6,900 SF (0.16 AC)
97.78'
105.00'
147.68'
84.79'
105.07'
59.01'
GRILL
AREA
FILTER BED
3,000 SF
FILTER BED
1,400 SF
FILTER BED
1,000 SF
GRILL
AREA
24'
51.00'
55.00'
324.16'
55.00'
60.00'
86.82'
151.08'
51.28'
7.00'
5.15'
8.31'
LANDSCAPE PARTIAL VISUAL SCREENING
10.22'
LANDSCAPE PARTIAL VISUAL SCREENING
104.73'
93.00'
MIN. LOT AREA:
60,000 SF
1,160,160 SF (26.63 AC) 1,160,160 SF
NO CHANGE COMPLIES
MIN. LOT FRONTAGE:
150 FT
286.09 FT
286.09 FT
NO CHANGE COMPLIES
MIN. LOT WIDTH:
N/A
N/A
N/A
N/A
MAX. BLDG COVERAGE:
25% (290,000 SF)
3.6% (41,324 SF)
7.3% (84,553 SF)
INCREASE COMPLIES
MIN. FRONT YARD:
75 FT
173.45 FT (MAIL)
147.68 FT
REDUCTION COMPLIES
MIN. SIDE YARD:
50 FT
59.01 FT (BLDG C)
51.00 FT (BLDG E)
REDUCTION COMPLIES
MIN. REAR YARD:
75 FT
415.01 FT (CH)
324.16 FT (BLDG E)
REDUCTION COMPLIES
DENSITY:
8/AC (213 UNITS)
3.7/AC (98 UNITS)
7.6/AC (204 UNITS)
INCREASE COMPLIES
BUILDING SEPARATION:
30 FT MIN.
105.00 FT
93.00 FT
REDUCTION COMPLIES
MAX. UNITS PER BLDG:
45 UNITS
34 UNITS
36 UNITS
INCREASE COMPLIES
MAX. BUILDING HEIGHT:
40 FT / 55 FT
BUILDING A:
47.17'
47.17'
NO CHANGE COMPLIES [2]
BUILDING B:
47.17'
47.17'
NO CHANGE COMPLIES [2]
BUILDING C:
40.25'
40.25'
NO CHANGE COMPLIES [2]
CLUBHOUSE
SEE ARCH.
SEE ARCH.
NO CHANGE COMPLIES
BUILDING D:
N/A
SEE ARCH.
COMPLIES
BUILDING E:
N/A
SEE ARCH.
COMPLIES
BUILDING F:
N/A
SEE ARCH.
COMPLIES
MAX. BUILDING STORIES:
4 STORIES
3 STORIES
3 STORIES
NO CHANGE COMPLIES [3]
UNIT MIXTURE:
2-BEDROOM UNIT:
60% MAX.
41% (40 UNITS)
38% (78 UNITS)
DECREASE COMPLIES
OPEN SPACE:
20% (5.33 AC)
34% (9.19 AC)
34% (9.19 AC.)
NO CHANGE COMPLIES
RECREATION AREA:
70,500 SF MIN.
121,600 SF
90,600 SF
DECREASE COMPLIES
250 SF/1-BEDROOM:
31,500 SF (126 1-BR)
500 SF/2-BEDROOM:
39,000 SF (78 2-BR)
SEE IWW PERMIT #C-20-19
LIMIT OF WETLAND BUFFER RESTORATION AREA
BOUNDARY TO FOLLOW TREE LINE
PROPOSED NON-ENCROACHMENT
TO BE RELOCATED SEE IWW PERMIT #C-21-12
EXISTING NON-ENCROACHMENT BOUNDARY
50'
MIN.
TO REMAIN SEE IWW PERMIT #C-21-12
EXISTING NON-ENCROACHMENT BOUNDARY
LOWEST ELEVATION = 18.8
ZONE A PER FEMA LOMA 22-01-0111A
LIMIT OF AREA REMOVED FROM FEMA
SEE IWW PERMIT #C-21-12
TO REMAIN
EXISTING NON-ENCROACHMENT BOUNDARY
TO REMAIN SEE IWW PERMIT #C-21-12
EXISTING NON-ENCROACHMENT BOUNDARY
FILTER
BED
1,200 SF
100' U.R.A.
2 SP
OVERALL LAYOUT LEGEND
LIMIT OF CLEARING
NON-ENCROACHMENT BOUNDARY
LIMIT OF WETLAND BUFFER RESTORATION
LIMIT OF SAWCUT
EDGE OF PAVEMENT W/ CURB
CONCRETE CURB & SIDEWALK
CONCRETE SIDEWALK
DUMPSTER PAD
STONE WALL TO REMAIN
VINYL SCREENING FENCE
VINYL CROSSBUCK ENTRANCE FENCE
LIMIT OF RECREATION AREA
TIMBER GUIDE RAIL
CROSSWALK
PAVEMENT STRIPING
ACCESSIBLE ICON MARKING
POLE MOUNTED LIGHT FIXTURE
BOLLARD LIGHT FIXTURE
INLAND WETLANDS CERTIFICATION
JAMES SIPPERLY, CERTIFIED SOIL SCIENTIST
I HEREBY CERTIFY THAT THE DELINEATION OF THE INLAND
WETLANDS DEPICTED HEREON IS SUBSTANTIALLY CORRECT
RECREATION AREA
9,400 SF (0.21 AC)
RESTORATION AREA - NO CHANGE
APPROVED TEMPORARY U.R.A DISTURBANCE &
#26
WF
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OAK
42 in.
#48
WF
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WF
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WF
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WF
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WF
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WF
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WF
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WF
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WF
#64
WF
WF#76
#77
WF
#78
WF
#79-81
WFs
#84
WF
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WF
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WF
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WF
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WF
#31
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WF
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#27
WF
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WF
WETLAND AREA
WOODED
WETLAND AREA
WOODED
AREA
WOODED
AREA
WOODED
ROAD
WOODS
MOUND
ROCKY
H
Y
D
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
2/8/22
OF
3
5
REVISION SUMMARY
2/10/21
PER CONDENSED COMMENTS
4/16/21
PER CONDITIONS OF APPROVAL
9/21/21
ADDED CLUBHOUSE
10/25/21
PER TOWN COMMENTS
10/27/21
REDUCED CLEARING & ADDITIONAL PLANTINGS
11/23/21
PER CONDITIONS OF APPROVAL
2/8/22
PHASE 2 DEVELOPMENT
WATERFORD WOODS
SITE MODIFICATION PLANS
PREPARED FOR
WATERFORD WOODS, LLC
DETAILED LAYOUT PLAN - SOUTHWEST
384 & 394 WILLETTS AVENUE
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
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
SITE LAYOUT LEGEND
BITUMINOUS CONCRETE CURB (BCLC)
HANDICAP PARKING SIGNING
HANDICAP RAMP (12'H:1'V MAX.)
CONCRETE STAIRS (7" RISE / 11" TREAD)
5' CONCRETE SIDEWALK (PUBLIC)
4' CONCRETE SIDEWALK (PRIVATE)
5' CONCRETE SIDEWALK (PRIVATE)
6' CONCRETE CURB & WALK MONOLITHIC
CROSSWALK (12" WHITE)
STOP BAR (12" WHITE)
LANE STRIPING (DOUBLE 4" YELLOW)
PARKING PAINT STRIPING (4" WHITE)
BITUMINOUS CONCRETE DRIVE
H
H
K
30'
R
8 SPACES
24'
A
B
10,500 SF (0.24 AC)
RECREATION AREA
6' DOUBLE GATE
Y
90'
40'
PARK
DOG
50'
Y
Y
Y
Y
(MAX. SLOPE 5%)
NATURAL SURFACE PATH
GATHERING AREA
OUTDOOR GRILL &
SEED MIX
CONSERVATION WILDLIFE
F
B
R
H
(MAX. SLOPE 5%)
NATURAL SURFACE PATH
14'
R
H
K
3'
R
3'
R
F
L
K
K
G
50'
R
188'
R
188'
R
3'
R
K
K
F
F
H
H
CLUBHOUSE
PATIO
POOL
PATIO
LOUNGE
POOL
TO REMAIN
ROCKY MOUND
100' U.R.A.
PARK
DOG
SELECTIVE CLEARING
NATURAL DOG PARK
(MAX. SLOPE 5%)
NATURAL SURFACE PATH
Y
Y
Y
6' DOUBLE GATE
18'
24'
A
B
E
M
M
M
M
M
M
M
M
M
GENERAL SITE NOTES
GENERAL CONTRACTOR TO INSTALL & LOCATE CLEANOUTS PER PLUMBING PLANS AND SPECIFICATIONS.
13.
ACCESSIBLE PARKING SPACE DIMENSIONS, STRIPING AND SIGNAGE REQUIREMENTS.
CONTRACTOR TO CONFIRM WITH LOCAL CODES AND BUILDING INSPECTOR FOR SPECIFIC HANDICAPPED
12.
OR YELLOW A DEPICTED ON THE PLANS.
ALL PAINT STRIPING SHALL BE 4" TRAFFIC PAINT IN ACCORDANCE WITH FORM 817 AND SHALL BE WHITE
11.
GRANULAR BACKFILL. REFER TO GEOTECHNICAL REPORT FOR TYPE OF FILL TO ACHIEVE COMPACTION.
CONTRACTOR SHALL COMPLETELY FILL ALL TRENCHES WITHIN 5 FEET OF PAVEMENT EDGES WITH
10.
ADDITIONAL COST TO THE OWNER.
DURING CONSTRUCTION BY THE CONTRACTOR, HIS SUBCONTRACTORS OR SUPPLIERS AT NO
CONTRACTOR SHALL REPAIR, RESURFACE, RECONSTRUCT OR REFURBISH ANY AREAS DAMAGED
9.
JOINS EXISTING ASPHALT.
ACCORDANCE WITH THE FORM 817 OR THE TOWN OF WATERFORD STANDARDS WHERE NEW ASPHALT
CONTRACTOR SHALL SEAL THE EDGE OF EXISTING ASPHALT PAVEMENT WITH TACK COAT IN
8.
SEED SHALL BE APPLIED AT THE MINIMUM RATE RECOMMENDED BY THE MANUFACTURER.
CONTRACTOR SHALL SUPPLY AND PLACE STRAW MULCH WHEREVER GRASS SEED HAS BEEN PLACED.
7.
ABUTS THOSE AREAS.
SHALL BE PLACED 1" BELOW TOPS OF CURBS, WALKS, OR PAVEMENT ELEVATIONS WHERE TOPSOIL
OF 4" MINIMUM OR AS DIRECTED BY THE PROJECT LANDSCAPE ARCHITECT. TOP OF TOPSOIL LAYER
UNLESS OTHERWISE NOTED. ALL NEW SEEDED OR SODDED AREAS SHALL HAVE A TOPSOIL LAYER
ALL DISTURBED AREAS SHALL BE SEEDED OR SODDED AFTER FINISH GRADING IS COMPLETED
6.
FEATURES AS NECESSARY.
CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM PROPOSED FEATURES TO EXISTING
5.
DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS TO THE OWNER.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND SHALL REPORT ANY
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF CONST.
4.
PROPOSED DRIVEWAYS.
THE PROPOSED PARKING FACILITIES ARE GENERALLY PERPENDICULAR TO OR PARALLEL WITH THE
3.
OR OTHER LIMITS AS DEPICTED ON THE PLAN.
ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT, FACE OF CURBS, OUTSIDE FACE OF THE BUILDING
2.
CONSTRUCTION FORM 817 AS APPLICABLE.
OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES AND INCIDENTAL
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT
1.
BUILDING C
18 1-BR
12 2-BR
3 STORY (30-UNIT)
BASIN
DETENTION
1,400 SF
FILTER BED
BASED ON DETAILED ANALYSIS
LIMIT OF BASE FLOOD ELEVATION
PUBLISHED MAPPING
LIMIT OF FEMA ZONE A BASED ON
BOUNDARY (TYP.)
PROPOSED NON-ENCROACHMENT
50'
WATER QUALITY SWALE
UPLAND REVIEW AREA LIMIT (TYP.)
IN NATURAL DOG PARK
UNDERGROWTH REMOVAL
SELECTIVE CLEARING AND
3'
R
2,000 SF
FOREBAY
SEDIMENT
1,000 SF
FILTER BED
PROTECT DURING CONSTRUCTION
LARGE HEALTHY TREES TO REMAIN
WILDLIFE MIX (TYP.)
WITH CONSERVATION
SEED EXISTING CROSSING
50' (MIN.)
BASIN
LIMIT OF DETENTION
OF CLEARING (TYP.)
BETWEEN BASIN AND LIMIT
SEED MIX TO BE PLANTED
CONSERVATION WILDLIFE
(3) SPICE BUSH
(5) SILKY DOGWOOD
(5) SILKY DOGWOOD
(3) SERVICEBERRY
(3) SERVICEBERRY
(3) SERVICEBERRY
(5) VIBURNUM KOREAN SPICE
(5) VIBURNUM KOREAN SPICE
(5) VIBURNUM KOREAN SPICE
(5) SILKY DOGWOOD
LIMIT OF CLEARING (TYP.)
BETWEEN SWALE/BASIN AND
SEED MIX TO BE PLANTED
CONSERVATION WILDLIFE
29,100 SF (0.67 AC)
CLUBHOUSE RECREATION AREA
BOLLARD LIGHT FIXTURE
POLE MOUNTED LIGHT FIXTURE
ACCESSIBLE ICON MARKING
PAVEMENT STRIPING
CROSSWALK
TIMBER GUIDE RAIL
LIMIT OF RECREATION AREA
VINYL CROSSBUCK ENTRANCE FENCE
VINYL SCREENING FENCE
STONE WALL TO REMAIN
DUMPSTER PAD
CONCRETE SIDEWALK
CONCRETE CURB & SIDEWALK
EDGE OF PAVEMENT W/ CURB
LIMIT OF SAWCUT
LIMIT OF WETLAND BUFFER RESTORATION
NON-ENCROACHMENT BOUNDARY
LIMIT OF CLEARING
LIMIT OF SELECTIVE CLEARING
(3) SERVICEBERRY
(7) WINTERBERRY
(7) WINTERBERRY
(1) FRINGE TREE
6' CHAINLINK FENCE
4' VINYL PICKET FENCE
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
STANDING CONCRETE CURB (PUBLIC)
Z
Z
X
9'
8'
8'
9'
)
A
H
1
(
S
E
C
A
P
S
5
1
M
M
M
M
M
M
M
M
M
M
M
M
18'
9'
9,000 SF (0.21 AC)
RECREATION AREA
BOUNDARY TO FOLLOW TREE LINE
PROPOSED NON-ENCROACHMENT
TO BE RELOCATED SEE IWW PERMIT #C-21-12
EXISTING NON-ENCROACHMENT BOUNDARY
50'
MIN.
TO REMAIN
ROCKY MOUND
2 SP
2 SP
B
12 SPACES (1 HA)
10 SPACES
9 SPACES
9 SPACES
9 SPACES
28 SPACES (1 HA)
10 SPACES
H
H
H
H
H
H
F
F
K
K
K
K
K
K
K
BUILDING F
24 1-BR
12 2-BR
3 STORY (36-UNIT)
BUILDING E
24 1-BR
12 2-BR
3 STORY (36-UNIT)
5 GARAGE
5 GARAGE
4 GARAGE
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OAK
42 in.
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WF
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WF
WF#76
#77
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#78
WF
#79-81
WFs
#84
WF
#35
WF
#28
WF
#29
WF
#30
WF
#31
WF
#32
WF
#33
WF
#27
WF
#34
WF
#36
WF
#37
WF
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WF
#39
WF
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WF
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WF
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WF
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#83
WF
WETLAND AREA
WOODED
WETLAND AREA
WOODED
AREA
WOODED
AREA
WOODED
ROAD
WOODS
MOUND
ROCKY
D2-101
D2-102
D2-103
D2-104
D2-105
D2-106
R2-101
D2-107
36.2
36.9
37.6
33.9
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
22.7
22.6
20.2
21.9
20.0
19.6
22.6
21.8
34.5
24.2
25.4
24.5
24.8
25.3
25.5
24.5
25.0
24.5
25.9
24.6
23.4
21.0
17.8
20.0
17.1
21.1
23.1
26.4
27.0
27.2
26.2
27.7
28.4
27.9
28.1
27.6
25.7
23.9
22.6
21.9
19.6
19.2
18.5
22.1
22.2
23.2
23.1
20.6
19.2
25.6
25.9
27.2
27.8
28.3
28.8
28.2
29.7
23.8
28.5
27.5
22.6
28.4
28.6
30.8
31.0
30.6
28.6
27.1
29.9
29.1
30.3
30.4
28.9
23.1
34.5
31.3
31.5
30.7
28.5
29.6
29.2
28.3
29.6
26.8
26.2
21.4
18.8
19.7
21.8
18.4
24.3
23.9
24.6
22.5
22.7
27.6
26.8
26.4
27.1
25.8
25.9
26.0
29.4
28.7
29.7
29.7
30.1
29.4
28.4
33.3
28.2
34.6
20.1
19.0
20.7
21.0
27.5
27.1
24.7
18.0
17.5
17.1
18.9
26.2
28.3
24.1
24.8
26.8
28.2
18.1
16
22
28
22
22
26
26
24
22
18
28
32
28
26
24
28
26
28
28
30
30
30
20
H
Y
D
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
2/8/22
OF
4
5
REVISION SUMMARY
2/10/21
PER CONDENSED COMMENTS
4/16/21
PER CONDITIONS OF APPROVAL
5/6/21
REVISED GAS & ELECTRIC SERVICE LOCATIONS
9/21/21
ADDED CLUBHOUSE
10/25/21
PER TOWN COMMENTS
10/27/21
REDUCED CLEARING & ADDITIONAL PLANTINGS
11/23/21
PER CONDITIONS OF APPROVAL
2/8/22
PHASE 2 DEVELOPMENT
WATERFORD WOODS
SITE MODIFICATION PLANS
PREPARED FOR
WATERFORD WOODS, LLC
GRADING, DRAINAGE & UTILITY PLAN - SW
384 & 394 WILLETTS AVENUE
36.50
+
35.83
+
34.75
+
35.10
+
34.75
+
35.10
+
33.30
+
33.30
+
34.55
+
35.83
+
33.57
+
35.30
+
35.57
+
35.05
+
35.32
+
34.50
+
34.60
+
34.50
+
42.00
+
35.90
+
35.65
+
35.00
+
34.10
+
34.30
+
32.83
+
32.70
33.50
+
34.90
+
33.80
+
34.15
+
33.60
+
33.87
+
26.86
27.17
+
27.08
+
27.40
+
27.08
+
27.08
+
25.92
+
25.65
+
25.80
+
28.50
+
27.60
+
27.30
+
28.55
+
29.00
+
29.58
+
27.60
+
27.30
+
29.58
+
29.58
+
28.75
+
28.25
+
27.60
+
28.20
+
28.50
+
28.65
+
28.85
29.67
29.67
29.67
+
29.00
+
25.00
+
29.00
+
29.00
+
27.90
+
28.25
+
27.57
+
28.67
+
28.37
28.75
28.75
28.75
+
28.08
+
28.67
+
28.67
+
27.65
+
28.08
+
28.08
+
28.35
+
28.40
+
27.90
+
28.40
+
28.50
+
28.45
+
29.00
+
28.50
+
28.00
+
28.65
+
28.27
+
28.50
+
28.40
+
28.40
+
28.50
+
27.57
+
28.05
+
28.40
+
27.80
+
28.30
+
28.20
+
28.50
+
28.50
+
25.25
+
25.25
+
25.25
+
29.00
+
29.00
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
32
30
36
34
34
32
30
28
26
26
28
26
24
20
26
24
22
20
28
24
24
30
22
22
28
28
28
28
26
26
28
28
28
28
26
26
24
24
26
18
20
28
28
28
22
24
24
26
28
FL = 31.40
TF = 34.50
CB-C 303
44' - 12"Ø HDPE @ 0.041 FT/FT
METERS
GAS
FL = 29.60
TF = 32.33
YD-CL 305
FL(OUT) = 26.90
FL(IN) = 27.00
TF = 33.00
SMH 03
88' - 8" PVC(SDR35)
@ 0.007
ISOLATOR ROW
METERS
ELECTRIC
TO UTILITY SHED
WATER SUPPLY
FIRE & DOMESTIC
METERS
GAS
INV(W) = 29.85(12")
INV(E) = 29.35 (8")
INV(S) = 28.85(24")
TF = 33.25
OCS 01B
25' - 12"Ø HDPE @ 0.020 FT/FT
FL = 29.35
FE 01B
ECB
4"Ø FL = 28.30
FL(OUT) = 26.15
FL(IN) = 26.25
TF = 33.75
SMH 02
116' - 12"Ø HDPE @ 0.005 FT/FT
FL(N) = 28.85 (24")
FL(S&E) = 29.60 (12")
TF = 33.10
CB-C 301
BOTTOM STONE = 28.50
BOTTOM CHAMBER = 29.00
5 ROWS X 8 UNITS (40 UNITS TOTAL)
TREATMENT/INFILTRATION SYSTEM 01B
STORMTECH SC-740 SUBSURFACE
FL (OUT) = 20.72
FL(IN) = 20.82
FL(DROP) = 25.31
TF = 30.60
NEW SMH 01
FL(N) = 30.20 (12")
TF = 33.30
CB-C 302
113' - 8" PVC(SDR35)
@ 0.007
@ 0.005 FT/FT
173 LF 8"Ø PVC (SDR35)
GENERAL UTILITY NOTES
FOR CLARITY PIPES MAY NOT BE DRAWN TO SCALE OR EXACTLY LOCATED.
5.
GIVEN TO THE OWNER IF THE FIELD VERIFICATION DIFFERS FROM THE INFORMATION ON THE DRAWINGS.
EXISTING PIPING, THE LOCATION AND ELEVATION OF THE EXISTING PIPING SHALL BE FIELD VERIFIED. NOTIFICATION SHALL BE
WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND STRUCTURE OR WHERE CONSTRUCTION IS IN THE VICINITY OF
4.
CONTRACTOR.
BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE APPROPRIATE UTILITY COMPANY SHALL BE CONTACTED BY THE
3.
AND REPLACED BY THE CONTRACTOR, AT HIS EXPENSE WITH THE PERMISSION OF THE OWNER.
ANY PIPING WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED
SERVICE ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED ON THE DRAWINGS.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND ORDER ALL NEW SERVICES, LOCATE AND MAINTAIN IN
2.
THE APPROPRIATE PUBLIC UTILITY COMPANY
ALL UNDERGROUND UTILITIES MUST BE INSTALLED IN ACCORDANCE WITH THE STANDARDS, SPECIFICATIONS AND DETAILS OF
1.
WATER
OR MECHANICAL ENGINEER FOLLOWING A HYDRANT FLOW TEST TO BE PERFORMED BY THE DEVELOPER AND/OR PROPERTY OWNER.
WITHIN THE CLUBHOUSE BUILDING. FIRE SUPPRESSION SERVICE PIPE SIZES SHALL BE CONFIRMED BY THE PROJECT ARCHITECT
FIRE SUPPRESSION WATER SERVICES PIPES SHALL BE INSTALLED FROM THE PRIVATE MAIN TO THE SPRINKLER CONTROL ROOM
4.
MECHANICAL ENGINEER FOLLOWING A HYDRANT FLOW TEST TO BE PERFORMED BY THE DEVELOPER AND/OR PROPERTY OWNER.
ROOMS LOCATED IN EACH BUILDING. THE SERVICE AND METER SIZES SHALL BE CONFIRMED BY THE PROJECT ARCHITECT OR
DOMESTIC WATER SERVICE PIPES (SIZE TBD) SHALL BE INSTALLED FROM THE PRIVATE MAIN TO A METER WITHIN THE UTILITY
3.
WATER APPURTENANCES ON THE SITE.
THE TOWN OF WATERFORD AND CITY OF NEW LONDON FOR THE PURPOSES OF ACCESSING THE METERS, VALVES AND
MAIN IS THE SOLE RESPONSIBILITY OF THE DEVELOPER AND/OR PROPERTY OWNER. AN EASEMENT SHALL BE GRANTED TO
FIRE HYDRANTS AS SHOWN ON THE PLAN. INSTALLATION, OPERATION, MAINTENANCE, AND REPAIR OF THE PRIVATE WATER
ON SITE TO PROVIDE DOMESTIC AND FIRE SUPPRESSION WATER SUPPLY TO THE CLUBHOUSE AND FUTURE BUILDINGS AND NEW
THE 8"Ø CLDIP (CLASS 52) PRIVATE WATER MAIN SHALL BE EXTENDED BY THE DEVELOPER FROM THE NEW PRIVATE WATER MAIN
2.
WATER MAIN AND SERVICES OF THE WATERFORD UTILITY COMMISSION AND THE CITY OF NEW LONDON PUBLIC UTILITIES.
INSTALLATIONS BY DEVELOPERS IN THE TOWN OF WATERFORD" AND ALL OTHER RULES AND REGULATIONS FOR
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE "STANDARDS AND SPECIFICATIONS FOR WATER MAIN
1.
SANITARY
ELECTRIC & TELECOMMUNICATIONS
AND DRIVEWAYS ARE ADEQUATELY LIGHTED. PANEL & CONDUIT SIZE AND LOCATION TO BE DETERMINED BY OWNER.
LIGHTS SHALL BE SERVED BY A COMMON OWNER'S PANEL WITH APPROPRIATE CONTROLS TO ENSURE PARKING AREAS, SIDEWALKS
ALL AREA LIGHTING SHOWN ON THE PLANS, INCLUDING POLE MOUNTED AREA LIGHTS, BUILDING MOUNTED LIGHTS AND SIGN SPOT
2.
BUILDINGS SHALL BE COORDINATED BETWEEN THE OWNER AND THE APPROPRIATE UTILITY COMPANY.
FINAL CONNECTION LOCATION, SIZE & TYPE OF CONDUIT, TRANSFORMERS, METERS & OTHER ELEMENTS TO SERVE THE
1.
GAS
GAS METERS SHALL BE INSTALLED IN THE GENERAL LOCATIONS SHOWN OR AS REQUIRED BY THE PROJECT ARCHITECT.
3.
DESIGN & SIZING OF ALL NATURAL GAS VALVES, PIPING AND OTHER ELEMENTS TO BE PROVIDED BY OTHERS.
2.
YANKEE GAS SERVICES COMPANY, THE TOWN AND APPLICABLE CODES.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RULES AND REGULATIONS FOR GAS SERVICE OF THE
1.
UTILITY STATEMENT
GENERAL GRADING NOTES
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 818 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.
DRAINAGE
BEFORE YOU DIG" AT 1-800-922-4455, IN ACCORDANCE WITH CBYD NOTIFICATION PROCEDURES PRIOR TO COMMENCING WORK.
BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY "CALL
ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST
SUCH UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED. THESE LOCATIONS MUST BE CONSIDERED APPROXIMATE IN NATURE.
GROUND UTILITIES COMPRISE ALL
AND OTHER SOURCES. THE SURVEYOR AND THIS PLAN SET MAKE NO GUARANTEE THAT THE UNDER-
RECORD MAPPING SUPPLIED BY THE RESPECTED UTILITY COMPANIES OR GOVERNMENT AGENCIES, PAROLE TESTIMONY, FIELD SURVEY
UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM
MANAGEMENT SYSTEMS FUNCTION AS DESIGNED.
IMPLEMENTED FOR THE PROPOSED SITE MODIFICATIONS TO ENSURE THAT STORMWATER
THE OPERATION & MAINTENANCE PLAN INCLUDED ON THE ORIGINAL APPROVED PLAN SET SHALL BE
STORMWATER O&M
VOL = 1,800 CF
AREA = 1,800 SF
BOT. ELEV. = 21.00
SEDIMENT FOREBAY
POOL
PLUNGE
RIPRAP
FILTER BERM
SEDIMENT FOREBAY
FILTER BED = 20.50
DETENTION POND 03A
FILTER BED = 17.50
DETENTION POND 03A
FL (OUT) = 21.66
FL(IN) = 21.76
TF = 27.35
NEW SMH 202
209' - 8" PVC(SDR35) @ 0.004
162' - 8" PVC(SDR35) @ 0.004
FL (OUT) = 22.83
FL(IN) = 22.93
TF = 28.35
NEW SMH 204
SUPPLY TO UTILITY ROOM
FIRE & DOMESTIC WATER
METERS
GAS
HYDRANT
HYDRANT
FL = 22.43
FE 500
(54" MIN. COVER)
PRIVATE WATER MAIN
8"Ø CLDIP (CLASS 52)
(BY OTHERS)
NATURAL GAS MAIN
BUILDING C
FIRST FLOOR FF = 36.50
3 STORY (30-UNIT)
CLUBHOUSE
FIRST FLOOR FF = 27.17
2 STORY
FL = 17.50
FE 03B
FL = 21.00
FE 03A
20' - 12"Ø HDPE @ 0.010 FT/FT
12' - 12"Ø HDPE @ 0.010 FT/FT
FL = 22.45
TF = 25.60
CB-C 501
FL = 22.75
TF = 25.60
CB-C 502
15' - 12"Ø HDPE @ 0.020 FT/FT
POOL
PLUNGE
RIPRAP
ECB
INV(N) = 21.25 (12")
(1) 4"Ø ORIFICE = 21.50
(2) 6"Ø ORIFICE = 22.15
(1) 4" X 36" ORIFICE = 23.25
TF = 24.25
OCS 03A
15' - 12"Ø HDPE @ 0.010 FT/FT
ECB
FL = 23.50 (8" HDPE)
TF = 26.00
YD-CL
FL = 23.00 (8" HDPE)
TF = 25.00
YD-CL
FE = 22.60
8" HDPE
FL = 23.40
OF PATIO DRAINS AND ROOF LEADERS
8" HPDE STUB FOR CONNECTION
BY OTHERS
PATIO DRAINS
INV(SE) = 18.00 (12")
(1) 4"Ø ORIFICE = 18.00
(2) 6"Ø ORIFICE = 18.67
(1) 4" X 36" ORIFICE = 19.50
TF = 20.50
OCS 03B
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED DESIGN PLANS.
COMMISSION WITH WRITTEN VERIFICATION FROM THE DESIGN ENGINEER THAT THE SYSTEM WAS
AN AS-BUILT SURVEY OF THE STORMWATER SYSTEM COMPONENTS SHALL BE SUBMITTED TO THE
5.
INSTALLATION OF OUTLET STRUCTURES AND PIPE CONNECTIONS
C.
GRADING OF AND PLACEMENT OF FILTER MATERIAL WITHIN DETENTION BASINS
B.
EXCAVATION LIMITS AND SURROUNDING UNDISTURBED SOILS
A.
ACCORDANCE WITH THE PLAN:
DETENTION & TREATMENT SYSTEMS AND CERTIFY THAT IT WAS CONSTRUCTED SUBSTANTIALLY IN
THE DESIGN ENGINEER SHALL OVERSEE THE INSTALLATION OF THE PROPOSED STORMWATER
4.
FILTRATION AND INFILTRATION.
THE VEGETATED DETENTION BASINS HAVE A DEPRESSED BOTTOM ELEVATION ENCOURAGING
E.
VOLUME.
SUBSURFACE INFILTRATION SYSTEMS WILL HAVE AN ISOLATOR ROW TO TREAT THE WATER QUALITY
D.
SYSTEM WILL CAPTURE TOTAL SUSPENDED SOLIDS (TSS) AND DEBRIS.
FILTER SWALES AND DISCHARGED TO SEDIMENT FOREBAY/FILTER BASIN. IN COMBINATION THE
CONCENTRATED FLOWS FROM THE COLLECTION SYSTEM WILL BE DIVERTED THROUGH VEGETATED
C.
ALL CATCH BASINS SHALL HAVE 2' (MIN.) DEEP SUMPS.
B.
IMPERVIOUS SURFACES HAVE BEEN DISCONNECTED WHERE POSSIBLE.
A.
STORMWATER RUNOFF FROM IMPERVIOUS SURFACES WILL BE TREATED AS FOLLOWS:
3.
WETLANDS OR PROPERTIES.
WILL BE NO INCREASE IN PEAK FLOW RATES OR VOLUMES DISCHARGING TO THE DOWNGRADIENT
25, 50 AND 100-YEAR STORM EVENTS AS COMPARED TO PRE-DEVELOPED (EXISTING) CONDITIONS. THERE
THE INFILTRATION SYSTEMS AND DETENTION BASINS ATTENUATE PEAK FLOW RATES FOR THE 2, 5, 10,
2.
FILTER SWALES, SUBSURFACE INFILTRATION SYSTEMS, AND DETENTION BASINS.
OF ROOF LEADERS, SWALES, YARD DRAINS, CATCH BASINS & PIPING AND DISCHARGED TO VEGETATED
STORMWATER RUNOFF FROM THE PROPOSED DEVELOPMENT WILL BE COLLECTED THROUGH A SERIES
1.
SHALL BE PVC (SDR-35) OR APPROVED EQUAL AND SHALL HAVE A MINIMUM SLOPE OF 2% AND MAXIMUM SLOPE OF 10%.
BUILDINGS D, E & F SHALL BE SERVED BY A SEPARATE 6" SANITARY LATERAL AS SHOWN ON THE PLAN. LATERALS
5.
IF MINIMUM CLEARANCE IS NOT PROVIDED, THEN THE SEWER LINE SHALL BE CONSTRUCTED OF C-900 PVC OR DUCTILE IRON PIPE.
A MINIMUM CLEARANCE OF 10' HORIZONTAL AND 18" VERTICAL SHALL BE PROVIDED BETWEEN WATER AND SANITARY SEWER LINES.
3.
THE 8" PVC (SDR-35) PRIVATE SEWER COLLECTION MAIN SHALL BE EXTENDED AS SHOWN ON THE PLANS.
2.
OF THE WATERFORD UTILITY COMMISSION.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RULES AND REGULATIONS FOR SEWER MAIN AND SERVICES
1.
FL = 22.00
FE 600
@ 0.010 FT/FT
30' - 12" HDPE
INV(S) = 22.30 (12")
(1) 6"Ø ORIFICE = 23.30
(1) 4" X 36" ORIFICE = 24.80
TF = 27.50
OCS 03A-INF
FL (W) = 22.80 (24")
FL (N & S) = 23.30 (12")
TF = 27.30
CB-C 602
BOTTOM STONE = 22.30
BOTTOM CHAMBER = 22.80
3 ROWS X 10 UNITS (30 UNITS TOTAL)
TREATMENT/INFILTRATION SYSTEM 03A
STORMTECH SC-740 SUBSURFACE
FL (E) = 22.80 (24")
TF = 27.30
CB-C 603
FL = 24.50 (12")
TF = 27.60
CB-C 604
FL = 25.00 (12")
TF = 27.90
CB-C 602
METERS
ELECTRIC
METERS
GAS
TO UTILITY SHED
WATER SUPPLY
FIRE & DOMESTIC
METERS
ELECTRIC
END CAP & T.B.
AT DEAD END WITH
BLOW-OFF ASSEMBLY
79' - 8" PVC(SDR35) @ 0.004
FL (OUT) = 22.41
FL(IN) = 22.50
FL(IN) = 25.38 DROP
TF = 28.40
NEW SMH 203
FL = 26.50
FL = 25.60
TO UTILITY SHED
WATER SUPPLY
FIRE & DOMESTIC
METERS
GAS
BOTTOM STONE = 22.00
BOTTOM CHAMBER = 22.50
2 ROWS X 20 UNITS (40 UNITS TOTAL)
TREATMENT/INFILTRATION SYSTEM 03B
STORMTECH SC-740 SUBSURFACE
FL (N) = 22.50 (24")
FL (S & W) = 23.00 (12")
TF = 28.70
CB-C 702
INV(S) = 22.00 (12")
(1) 6"Ø ORIFICE = 23.00
(1) 4" X 36" ORIFICE = 24.50
TF = 27.20
OCS 03B-INF
FL = 22.00
FE 500
@ 0.013 FT/FT
80' - 12"Ø HDPE
@ 0.010 FT/FT
40' - 12"Ø HDPE
@ 0.010 FT/FT
79' - 12"Ø HDPE
FL = 23.40 (12")
TF = 27.60
CB-C 703
FL = 24.20 (12")
TF = 27.60
CB-C 704
METERS
GAS
METERS
GAS
@ 0.009 FT/FT
133' - 12"Ø HDPE
@ 0.006 FT/FT
86' - 12"Ø HDPE
HYDRANT
BUILDING F
BUILDING E
FF = 28.75
3 STORY (36-UNIT)
FF = 29.67
3 STORY (36-UNIT)
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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" = 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
2/8/22
OF
5
5
REVISION SUMMARY
2/10/21
PER CONDENSED COMMENTS
4/16/21
PER CONDITIONS OF APPROVAL
9/21/21
ADDED CLUBHOUSE
10/25/21
PER TOWN COMMENTS
10/27/21
REDUCED CLEARING & ADDITIONAL PLANTINGS
11/23/21
PER CONDITIONS OF APPROVAL
2/8/22
PHASE 2 DEVELOPMENT
WATERFORD WOODS
SITE MODIFICATION PLANS
PREPARED FOR
WATERFORD WOODS, LLC
E & S PLAN - SOUTHWEST
384 & 394 WILLETTS AVENUE
32
30
36
34
34
32
30
28
26
26
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24
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22
20
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28
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28
28
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28
26
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24
24
26
18
20
28
28
28
22
24
24
26
28
(TST 3)
SILT TRAP
TEMPORARY
DISTURBANCE ACTIVITIES (TYP.)
DOWNGRADE OF ALL LAND
SILT FENCE TO BE INSTALLED
SPLASH PAD (TYP.)
MODIFIED RIPRAP
ECB (TYP.)
EROSION CONTROL BLANKET
ECB
BY THE CONSERVATION COMMISSION'S AGENT
PRIOR TO THE START OF SITE CLEARING AND APPROVED
LOCATED IN THE FIELD BY A LICENSED LAND SURVEYOR
(TYP.) LIMITS SHALL BE
LIMIT OF PROPOSED CLEARING
SCOUR HOLE & LEVEL SPREADER
MODIFIED RIPRAP PREFORMED
STOCKPILE
SOIL
WITH SILT SACK (TYP.)
CATCH BASIN PROTECTED
STOCKPILE
SOIL
AT 100' O.C. MAX. ALONG SWALES (TYP.)
HAY BALE OR STONE CHECK DAM
AT DISCHARGE POINT
HAY BALE OR STONE CHECK DAM
AT DISCHARGE POINT
HAY BALE OR STONE CHECK DAM
SCOUR HOLE & LEVEL SPREADER
MODIFIED RIPRAP PREFORMED
DISTURBANCE ACTIVITIES (TYP.)
DOWNGRADE OF ALL LAND
SILT FENCE TO BE INSTALLED
ROW ALONG SILT FENCE
WOOD CHIP BERM OR HAYBALE
ROW ALONG SILT FENCE
WOOD CHIP BERM OR HAYBALE
GENERAL CONSTRUCTION NOTES:
SEQUENCE OF CONSTRUCTION:
EROSION & SEDIMENT CONTROL PLAN:
EROSION & SEDIMENT CONTROL NOTES:
INSPECTION AND MAINTENANCE:
WATERFORD AND THE STATE OF CONNECTICUT.
THE CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS OF ALL LOCAL AGENCIES OF THE TOWN OF
2.
PERFORMED.
THE CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS FOR THE WORK TO BE
1.
ESTABLISHED. CONTACT TOWN PRIOR TO REMOVAL.
REMOVE EROSION AND SEDIMENTATION CONTROLS WHEN PERMANENT VEGETATIVE COVER IS
13.
FINISH GRADE, SPREAD TOPSOIL, SEED, AND COMPLETE PLANTING.
12.
INSTALL CURBING AND BITUMINOUS CONCRETE FINISH COURSE
11.
INSTALL BITUMINOUS CONCRETE BINDER COURSE.
10.
INSTALL CONCRETE SIDEWALKS AND PADS.
9.
CONSTRUCT ACCESS DRIVES AND PARKING AREAS.
8.
INSTALL UTILITIES AND STORM DRAINAGE.
7.
INSTALL FOUNDATION & ERECT CLUBHOUSE.
6.
EXCAVATE / PLACE FILL AND ROUGH GRADE SITE.
5.
CLEAR AND GRUB AREAS AS REQUIRED. CLEARING TO BE STAKED BY LAND SURVEYOR.
4.
EXCAVATE & REMOVE STOCKPILES OF CONSTRUCTION & DEMOLITION DEBRIS.
3.
REQUIRED.
INSTALL EROSION CONTROL MEASURES AT THE LOCATIONS SHOWN ON THE PLANS OR AS
2.
AND EMERGENCY PHONE NUMBERS PROVIDED.
COORDINATE AND COMPLETE A MEETING WITH TOWN AND OWNER. RESPONSIBLE PARTIES TO BE IDENTIFIED
1.
STORMWATER CONTROLS ARE CONSTRUCTED IN NATIVE SOILS.
COLLECTED SILT SHALL BE REMOVED AND DISPOSED OF IN AN APPROVED MANNER TO ENSURE THE
WHERE A TST IS CONSTRUCTED IN THE LOCATION OF A SEDIMENT FOREBAY OR DETENTION BASIN ALL
A.
SWALES SHALL BE MAINTAINED TO CONTROL RUNOFF AND PREVENT SEDIMENT DISCHARGE TO WETLANDS.
OR THE ROAD OR WETLANDS AND WATERCOURSES. AT ALL TIMES DURING CONSTRUCTION, THE TST'S AND
THE TST'S. CONSTRUCTION WASTEWATERS SHALL NOT BE DIRECTLY DISCHARGED TO STORM DRAINAGE
SITE CONSTRUCTION. ALL DEWATERING DISCHARG