Planning & Zoning Commission - 344 (05/23/2023)
agenda center attachment
| Board/Commission | Planning & Zoning Commission |
|---|---|
| Meeting Date | May 23, 2023 |
| Pages | 23 |
| File Size | 30.1 MB |
| OCR Status | Searchable (OCR processed) |
| Source URL | Original |
Document Preview
Full Text (OCR Extracted)
#390
HOUSE
DECK
#396A
BUILDING
PORCH
NOT SURVEYED
* BUILDING DIGITIZED
#396
BUILDING
#398
BUILDING
S
G
S
S
WG
SURVEYED
DIGITIZED NOT
* BUILDINGS PARTIALLY
NECK
ROAD
AV
E
N
U
E
AVENUE
MYROC
SOUND
VIEW DR.
LONGVIEW
ST.
ST.
SUNSET
ST .
CLEMENT
LAUREL
CRES
T
DR.
HAMAST AVE.
ROAD
PINE
STREET
WILLETTS
WOODLAND
GROVE
LANE
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.
STREET
SAVI
AVE.
ST.
A
R
LANE
Fe
nge
r
B
r
ook
Morningside Park
RAILROAD
213
156
1
T
I
F
F
A
N
Y
S
T
R
O
S
B
E
R
G
EAST BROOK DR.
BUTLER CT.
ROAD
MINER
N
E
W
O
F
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
0.3
0.38
0.74
0.78
22.33
22.76
VILL
AG
E
DR.
6 in. GAS MAIN
G
CENTERLINE STRIPE
DOUBLE YELLOW
BELOW GRADE
FOUND 10 in.
HIGHWAY MARKER
G
G
MH
MH
MH
MH
MH
WG
WG
SOLID WHITE SHOULDER STRIPE
SOLID WHITE SHOULDER STRIPE
CENTERLINE STRIPE
DOUBLE YELLOW
DIVIDER STRIPE
SOLID WHITE LANE
DIVIDER STRIPE
DASHED WHITE LANE
CENTERLINE STRIPE
DOUBLE YELLOW
DIVIDER STRIPE
DASHED WHITE LANE
DIVIDER STRIPE
SOLID WHITE LANE
STOP BAR
STOP BAR
STOP BAR
ASPHALT CURB
BAR
STOP
CROSSWALK
PAINTED
DIVIDER STRIPE
SOLID WHITE LANE
DIVIDER STRIPE
SOLID WHITE LANE
TRENCH DRAIN
MH
TRENCH DRAIN
BENT TO EAST
WITH GRADE,
FOUND FLUSH
IRON PIPE
SIDEWALK
ASPHALT
SIDEWALK
ASPHALT
DRIVEWAY
ASPHALT
SIGN
GENERAL
DOLLAR
CURB
CONCRETE
ASPHALT CURB
SIDEWALK
ASPHALT
DRIVEWAY
ASPHALT
SIDEWALK
CONCRETE
ROADWAY
ASPHALT
ROADWAY
ASPHALT
ROADWAY
ASPHALT
ROADWAY
ASPHALT
DRIVEWAY
ASPHALT
DRIVEWAY
ASPHALT
ASPHALT CURB
ASPHALT CURB
SIGN
DIRECTIONAL
SIDEWALK
ASPHALT
DRIVEWAY
ASPHALT
SIGN
PLAZA
ONLY
ONLY
DATE
DESCRIPTION
5/2/23
PER TOWN CONDENSED COMMENTS
PROFESSIONAL SEAL
SHEET
DATE
REVISED
3/16/23
5/2/23
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
19
REVISION SUMMARY
PREPARED FOR
SCALE: 1" = 100'
PROJECT NUMBER:
00126 - 001
100
0
100
200
300
SIG CON ASSOCIATES
606 POST ROAD EAST #320
WESTPORT, CT 06880
WATERFORD CENTRAL, LLC
606 POST ROAD EAST #320
WESTPORT, CT 06880
61A MYROCK, LLC
606 POST ROAD EAST #320
WESTPORT, CT 06880
WATERFORD, CT
WATERFORD CENTRAL
SITE DEVELOPMENT PLANS
PREPARED FOR
SIG CON ASSOCIATES
TITLE SHEET / PHASING PLAN
61 & 61A MYROCK AVENUE
MYROCK AVENUE
UNITS I01 - I36
BUILDING I
UNITS G01 - G36
BUILDING G
UNITS H01 - H36
BUILDING H
UNITS K01 - K36
BUILDING K
UNITS L01 - L36
BUILDING L
UNITS J01 - J36
BUILDING J
BUILDING
MAINT.
OPEN SPACE
POND
INDEX OF SHEETS
TITLE SHEET / PHASING PLAN
1
SITE DEVELOPMENT PLANS
SCALE: 1" = 1000'
APPLICANT
OWNER (61 MYROCK AVE)
OWNER (61A MYROCK AVE)
SCALE: 1" = 1000'
ZONING MAP
SITE LOCATION MAP
DESCRIPTION
SHEET NUMBER
OVERALL DEVELOPMENT LAYOUT
2
DETAILED LAYOUT PLANS
3 - 6
GRADING, DRAINAGE & UTILITY PLANS
7 - 10
EROSION & SEDIMENTATION CONTROL PLANS
11 - 12
LIGHTING PLAN
13
LANDSCAPE PLAN
14 - 15
DETAILS
16 - 19
LOT LINE REVISION PLAN
LLR-01
PROPERTY & TOPOGRAPHIC SURVEY OF NO. 61 MYROCK AVENUE (FRANKLIN SURVEYS) 1 - 2
PROPERTY SURVEY OF NO. 61A MYROCK AVENUE (FRANKLIN SURVEYS)
1
WATERFORD CENTRAL
61 & 61A MYROCK AVENUE, WATERFORD, CT
TAX ASSESSOR'S MAP 140, LOTS 5002 & 5005
61 & 61A MYROCK AVENUE
61 & 61A MYROCK AVENUE
G500
GARAGE
G600
GARAGE
G700
GARAGE
800
GARAGE
G400E
GARAGE
PHASE 1
PHASE 2
PHASE 2
PHASE 3
W ILLETTS AVE. EXT.
394 WILLETTS AVE. EXT.
MULTI-FAMILY APARTMENTS
EXISTING WATERFORD WOODS
100' URA
5,400 SF
(W/ ACCESSORY GARAGE &
WAREHOUSE)
EXISTING 1 STORY OFFICE
,300 SF
5
1 STORY OFFICE
IMPROVEMENTS TO REMAIN
BUILDING & SITE
EXISTING COMMERCIAL
GATE & KNOX BOX
EMERGENCY ACCESS
BOSTON POST ROAD (ROUTE 1)
[HATCHED AREA]
AT WILLETTS AVE. EXT. & BOSTON POST ROAD (ROUTE 1)
PROPOSED LIMIT OF INTERSECTION IMPROVEMENTS
#390
HOUSE
DECK
#396A
BUILDING
PORCH
NOT SURVEYED
* BUILDING DIGITIZED
#396
BUILDING
S
G
S
S
WG
G600
G800
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:
00126 - 001
60
0
60
120
180
DATE
DESCRIPTION
5/2/23
PER TOWN CONDENSED COMMENTS
SHEET
DATE
REVISED
3/16/23
5/2/23
OF
2
19
REVISION SUMMARY
WATERFORD CENTRAL
SITE DEVELOPMENT PLANS
PREPARED FOR
SIG CON ASSOCIATES
OVERALL DEVELOPMENT LAYOUT
61 & 61A MYROCK AVE.
N/F
Sandra J. Hastings
No. 57 Myrock Avenue
Map 140 / Lot 5000
Volume 1559, Page 170
N/F
Alfred Siciliano
No. 55 Myrock
Avenue
Map 140 / Lot 4998
Volume 1105, Page
89
N/F
Henry E. Nichols
No. 51 Myrock Avenue
Map 140 / Lot 4997
Volume 1170, Page 319
Warren
No. 47
Myrock Avenue
N/F
Jeanne Mitchell
No. 43 Myrock Avenue
Map 140 / Lot 4992
Volume 1394, Page 160
Touw
No. 37
Myrock
Avenue
N/F
Carl Nicholas Shaffer
No. 33 Myrock Avenue
Map 140 / Lot 4986
Volume 1466, Page 300
Thompson
No. 29
Myrock
Avenue
Liparulo
No. 25
Myrock
Avenue
Cepeda
No. 21
Myrock Avenue
Veal
No. 19
Myrock
Avenue
N/F
Christopher Hartung
No. 17 Myrock Avenue
Map 140 / Lot 4975
Volume 921, Page 28
N/F
Cherie Tudisca and Cherie
Tucker
No. 11 Myrock Avenue
Map 140 / Lot 4972
Volume 1162, Page 324
N/F
Tiffany
& Joyce
No. 7
Myrock
Avenue
N/F
Patrick Serafino
No. 5 Myrock
Avenue
Map 140 / Lot
4969
Volume 1546,
Page 262
N/F
Mary B. McClure
No. 3 Myrock
Avenue
Map 140 /
Lot 4968
Volume 486,
Page 26
N/F
Mary Glass
No. 26 Myrock Avenue
Map 140 / Lot 4982
Volume 1298, Page 117
N/F
Eric S.
Carlson
No. 30
Myrock
Avenue
Map 140 /
Lot 4984
Volume 585,
Page 1272
N/F
Ethan McCutcheon
No. 32
Myrock Avenue
Map 140 / Lot 4985
Volume 941, Page 40
N/F
Justin M.
Bardwell
No. 22 Myrock
Avenue
Map 140 / Lot
4980
Volume 1184,
Page 188
N/F
The Connecticut Light & Power Company
No. 61R Myrock Avenue
Map 140 / Lot 5006
Volume 404, Page 202
MYROCK AVENUE
24 1-BR
12 2-BR
3 STORY (36 UNIT)
24 1-BR
12 2-BR
3 STORY (36 UNIT)
GARAGE G500
10 STORAGE UNITS
10 GARAGE UNITS
24 1-BR
12 2-BR
3 STORY (36 UNIT)
24 1-BR
12 2-BR
3 STORY (36 UNIT)
UNITS I01 - I36
BUILDING I
UNITS G01 - G36
BUILDING G
UNITS H01 - H36
BUILDING H
GARAGE G600
10 STORAGE UNITS
10 GARAGE UNITS
5 STORAGE UNITS
5 GARAGE UNITS
GARAGE G700
5 STORAGE UNITS
5 GARAGE UNITS
GARAGE G800
5 STORAGE UNITS
5 GARAGE UNITS
GARAGE G400E
UNITS K01 - K36
BUILDING K
24 1-BR
12 2-BR
3 STORY (36 UNIT)
24 1-BR
12 2-BR
3 STORY (36 UNIT)
UNITS L01 - L36
BUILDING L
UNITS J01 - J36
BUILDING J
SHEET 4
SHEET 4
SHEET 5
SHEET 5
SHEET 6
SHEET 6
SHEET 7
SHEET 7
SHEET 4
SHEET 5
SHEET 4
SHEET 6
SHEET 5
SHEET 7
SHEET 6
SHEET 7
104'
65.75'
104'
104'
188'
117.14'
REV. LOT LINE
BUILDING
MAINT.
AREA = 27.62 ACRES
MYROCK AVE. PARCEL
REVISED 61 & 61A
WILLETTS AVE. EXT. (TYP.)
REPLACE SIDEWALK ALONG
IMPROVEMENTS TO REMAIN
BUILDING & SITE
EXISTING COMMERCIAL
GATE & KNOX BOX
EMERGENCY ACCESS
ACCESS DRIVEWAY
MAINTENANCE & EMERGENCY
OPEN SPACE
WETLANDS
GARDEN
RAIN
GARDEN
RAIN
DOGPARK
GARDEN
RAIN
GARDEN
POLLINATOR
GARDEN
ORGANIC
TO WATERFORD WOODS
FROM WILLETTS AVE. EXT.
EXISTING ACCESS DRIVE
ZONE A
LIMIT OF FEMA
ZONING TABLE
ZONING TABLE NOTES:
61 & 61A MYROCK AVE. COMMERCIAL MULTI-FAMILY DISTRICT (C-MF)
EXISTING ZONE:
61 & 61A
61 & 61A
STANDARD (C-MF)
ITEM
NOTES
PROPOSED
EXISTING
EXISTING
16'
20'
80.86' SY
78.89' SY
76.70' SY
74.49' SY
75.97' FY
81.35' FY
54.24' SY
59.14' SY
180.01' RY
82.63' SY
72,000 SF
MIN AREA:
36,000 SF (72 2-BR)
500 SF/2-BR:
36,000 SF (144 1-BR)
250 SF/1-BR:
COMPLIES
72,500 SF
N/A
PROP. AREA
RECREATION AREA:
COMPLIES
20.2% (5.59 AC)
N/A
20% (5.52 AC)
OPEN SPACE:
COMPLIES
33% (72 UNITS)
N/A
60% MAX.
2-BEDROOM UNIT:
UNIT MIXTURE:
COMPLIES
3 STORIES
1 STORIES
4 STORIES
MAX. BUILDING STORIES:
WAIVER REQUESTED [2]
40.56'
<40 FT
40 FT / 55 FT
MAX. BUILDING HEIGHT:
COMPLIES
36 UNITS
N/A
45 UNITS
MAX. UNITS PER BLDG:
COMPLIES
65.75 FT
N/A
30 FT MIN.
BUILDING SEPARATION:
COMPLIES
7.8/AC (216 UNITS)
N/A
8/AC (220 UNITS)
DENSITY:
COMPLIES (NO CHANGE)
180.01 FT
180.01 FT
75 FT
MIN. REAR YARD:
COMPLIES
54.24 FT (BLDG H)
82.63 FT
50 FT
MIN. SIDE YARD:
COMPLIES
75.97 FT (BLDG G)
997.14 FT
75 FT
MIN. FRONT YARD:
COMPLIES
8.2% (98,156 SF)
0.9% (10,700 SF)
25% (298,490 SF)
MAX. BLDG COVERAGE:
N/A
N/A
150 FT
MIN. LOT WIDTH:
COMPLIES
411.56 FT
411.56 FT
150 FT
MIN. LOT FRONTAGE:
COMPLIES
1,202,585 SF (27.61 AC)
1,193,408 SF (27.40 AC)
60,000 SF
MULTI-FAMILY
COMPLIES
1,202,585 SF (27.61 AC)
1,193,408 SF (27.40 AC)
30,000 SF
COMMERCIAL
MIN. LOT AREA:
BUSINESS OFFICES AND SERVICE PER SECTION 8.1.3 (WITHIN EX. COMMERCIAL SITE)
MULTI-FAMILY DEVELOPMENT PERMITTED USE PER SECTION 16.1.2
PROPOSED USE:
UTILITY COMPANY PER SECTION 8.2.3
EXISTING USE:
PARKING TABLE
W ILLETTS AVE. EXT.
RECREATION AREA MAY INCLUDE INDOOR AND OUTDOOR AMENITIES.
4.
OPEN SPACE INCLUDES WETLANDS AND WATERCOURSES.
3.
ADJACENT WATERFORD WOODS SITE DEVELOPMENT ON 384 & 394 WILLETTS AVE. EXT.
PER SECTION 18.3.8, A MAXIMUM BUILDING HEIGHT OF 55' IS REQUESTED TO MATCH
2.
08/09/22 MEETING.
ZONE CHANGE FROM C-G TO C-MF APPROVED BY PLANNING & ZONING COMMISSION AT
1.
AREA = 33,300 SF
REC. AREA
AREA = 36,700
REC. AREA
POND
WATERFORD CENTRAL PARKING PER SECTION 20.3
COMPLIES
8 (2 VAN)
8 (2 VAN)
325
301-400 SPACES
ACCESSIBLE
35
GARAGE UNIT
283
STANDARD SPACE
PARKING ALLOCATION (MULTI-FAMILY)
COMPLIES
326
324
108
72
1.5 PER UNIT
MF 2-BR UNIT (20.3.b)
216
144
1.5 PER UNIT
MF 1-BR UNIT (20.3.b)
NOTES
PROVIDED
REQUIRED
UNIT
STANDARD
TYPE
COMPLIES
4 (1 VAN)
2 (1 VAN)
50
(26-50 SPACES)
ACCESSIBLE
46
STANDARD SPACE
PARKING ALLOCATION (COMMERCIAL)
COMPLIES
50
43
43
10,700 SF
1 PER 250 SF
OFFICES (20.3.c)
NOTES
PROVIDED
REQUIRED
UNIT
STANDARD
TYPE
EXISTING COMMERCIAL USE PARKING PER SECTION 20.3
COURTS
PICKLEBALL
AREA = 2,500 SF
REC. AREA
394 WILLETTS AVE. EXT.
MULTI-FAMILY APARTMENTS
EXISTING WATERFORD WOODS
FRONTAGE SCREENING BUFFER
PLANTINGS AT EXISTING TREES
ENHANCEMENT WITH UNDERSTORY
25' WIDE SIDE YARD SCREENING
25'
100' URA
,300 SF
5
1 STORY OFFICE
5,400 SF
(W/ ACCESSORY GARAGE &
WAREHOUSE)
EXISTING 1 STORY OFFICE
WETLANDS
& GRAVEL WETLAND
TREATMENT MEADOW
STORMWATER
RECYCLING
TRASH
RECYCLING
TRASH
EXISTING DRIVEWAY
NEW INTERSECTION WITH
EXISTING DRIVEWAY
NEW INTERSECTION WITH
#396A
BUILDING
S
WG
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:
00126 - 001
30
0
30
60
90
DATE
DESCRIPTION
5/2/23
PER TOWN CONDENSED COMMENTS
SHEET
DATE
REVISED
3/16/23
5/2/23
OF
3
19
REVISION SUMMARY
WATERFORD CENTRAL
SITE DEVELOPMENT PLANS
PREPARED FOR
SIG CON ASSOCIATES
DETAILED LAYOUT PLAN - BUILDING G & H
61 & 61A MYROCK AVE.
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
BUILDING G
24 1-BR
12 2-BR
3 STORY (36 UNIT)
BUILDING H
24 1-BR
12 2-BR
3 STORY (36 UNIT)
BUILDING J
24 1-BR
12 2-BR
3 STORY (36 UNIT)
BUILDING I
24 1-BR
12 2-BR
3 STORY (36 UNIT)
GARAGE G500
10 STORAGE UNITS
10 GARAGE UNITS
COURTS
PICKLEBALL
30'
30'
60'
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)
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
BOLLARD LIGHT FIXTURE
POLE MOUNTED LIGHT FIXTURE
ACCESSIBLE ICON MARKING
PAVEMENT STRIPING
CROSSWALK
CHAIN LINK DOGPARK FENCE
VINYL DOGPARK FENCE
VINYL CROSSBUCK ENTRANCE FENCE
VINYL SCREENING FENCE
DUMPSTER PAD
CONCRETE SIDEWALK
CONCRETE CURB & SIDEWALK
EDGE OF PAVEMENT W/ CURB
LIMIT OF SAWCUT
NON-ENCROACHMENT BOUNDARY
LIMIT OF CLEARING
4' VINYL PICKET FENCE
DIRECTIONAL SIGN
'STOP' SIGN
4' CHAIN LINK FENCE
4' VINYL PICKET FENCE
6' WHITE VINYL PRIVACY FENCE
CROSSBUCK VINYL FENCE
BIKE RACK & PAD
TRASH & RECYCLING ENCLOSURE
STANDING CONCRETE CURB (PUBLIC)
EV
EV
EV
EV
EV
EV
EV
EV
24'
A
24'
A
12 SPACES
10 SPACES
7 SPACES
EV
EV
EV
EV
EV
EV
EV
EV
11 SPACES
11 SPACES
9'
10'
5'
9'
18'
9'
8'
8'
9'
18'
9'
9'
18'
18'
10 SPACES
10 SPACES
11 SPACES (1 HA VAN)
11 SPACES (1 HA)
24'
9'
9'
A
9'
9'
18'
18'
9'
5'
18'
9'
18'
9'
18'
12 SPACES
24'
24'
10 SPACES
24'
A
A
A
24'
A
8'
8'
B
B
18'
9'
18'
18'
9'
9'
B
B
B
B
B
B
B
B
B
B
C
D
U
K
K
K
K
K
K
K
K
K
5' 12.33'
F
G
G
G
G
G
G
G
G
H
H
H
H
H
H
L
L
WIDTH VARIES (TYP.)
SIDEWALK AND EXISTING CURB
GRASS SHELF BETWEEN NEW
MATCH WIDTH AND GRADE
PROPERTY LINE
END SIDEWALK AT
MATCH WIDTH AND GRADE
EXISTING STUB
START NEW SIDEWALK AT
CONCRETE SIDEWALK PER TOWN STANDARDS
SIDEWALK (410 LF±). INSTALL NEW 5' WIDE
REMOVE EXISTING BITUMINOUS CONCRETE
1' TO STREETLINE
I
5'
EXISTING CURB TO REMAIN
5'
12.33'
F
VINYL FENCE AT EXISTING
START NEW CROSSBUCK
FENCE (TYP)
400' VINYL CROSSBUCK
Q
FRONTAGE SCREENING BUFFER
WILLETTS AVENUE EXTENSION
MYROCK AVENUE
CENTER
MAIL
EXISTING
F
F
F
F
F
6'
STORAGE UNITS
MONOLITHIC ALONG
6' WIDE CURB & WALK
MF BUILDING
EXISTING
GARAGE
EXISTING
MF BUILDING
EXISTING
SY UNDERSTORY ENHANCEMENT
SY SCREENING ENHANCEMENT
20'
R
20'
R
15'
R
15'
R
50'
R
15'
R
15'
R
15'
R
15'
R
GROUND COVER
LIMIT OF NO-MOW
GROUND COVER
LIMIT OF NO-MOW
GROUND COVER
LIMIT OF NO-MOW
GROUND COVER
LIMIT OF NO-MOW
3'
R
3'
R
3'
R
6'
R
3'
R
3'
R
3'
R
3'
R
3'
R
3'
R
3'
R
3'
R
3'
R
3'
R
88'
R
VEGETATED SWALE
VEGETATED SW ALE
STONE SW ALE
VEGETATED SW ALE
GARDEN
RAIN
GARDEN
RAIN
REC AREA
REC AREA
REC AREA
V
SIGN 'D1'
DIRECTIONAL
3'
R
10 SPACES
K
E
H
Y
D
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:
00126 - 001
30
0
30
60
90
DATE
DESCRIPTION
5/2/23
PER TOWN COMMENTS
SHEET
DATE
REVISED
3/16/23
5/2/23
OF
4
19
REVISION SUMMARY
WATERFORD CENTRAL
SITE DEVELOPMENT PLANS
PREPARED FOR
SIG CON ASSOCIATES
DETAILED LAYOUT PLAN - BUILDING I & J
61 & 61A MYROCK AVE.
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
BUILDING J
24 1-BR
12 2-BR
3 STORY (36 UNIT)
BUILDING I
24 1-BR
12 2-BR
3 STORY (36 UNIT)
GARAGE G500
10 STORAGE UNITS
10 GARAGE UNITS
GARAGE G600
10 STORAGE UNITS
10 GARAGE UNITS
BUILDING K
24 1-BR
12 2-BR
3 STORY (36 UNIT)
BUILDING L
24 1-BR
12 2-BR
3 STORY (36 UNIT)
GARAGE G600
10 STORAGE UNITS
10 GARAGE UNITS
GARAGE G600
10 STORAGE UNITS
10 GARAGE UNITS
GARAGE G700
5 STORAGE UNITS
5 GARAGE UNITS
GARAGE G800
5 STORAGE UNITS
5 GARAGE UNITS
GARAGE G400E
5 STORAGE UNITS
5 GARAGE UNITS
24 1-BR
12 2-BR
3 STORY (36 UNIT)
BUILDING H
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)
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
BOLLARD LIGHT FIXTURE
POLE MOUNTED LIGHT FIXTURE
ACCESSIBLE ICON MARKING
PAVEMENT STRIPING
CROSSWALK
CHAIN LINK DOGPARK FENCE
VINYL DOGPARK FENCE
VINYL CROSSBUCK ENTRANCE FENCE
VINYL SCREENING FENCE
DUMPSTER PAD
CONCRETE SIDEWALK
CONCRETE CURB & SIDEWALK
EDGE OF PAVEMENT W/ CURB
LIMIT OF SAWCUT
NON-ENCROACHMENT BOUNDARY
LIMIT OF CLEARING
4' VINYL PICKET FENCE
DIRECTIONAL SIGN
'STOP' SIGN
4' CHAIN LINK FENCE
4' VINYL PICKET FENCE
6' WHITE VINYL PRIVACY FENCE
CROSSBUCK VINYL FENCE
BIKE RACK & PAD
TRASH & RECYCLING ENCLOSURE
STANDING CONCRETE CURB (PUBLIC)
MYROCK AVENUE
COURTS
PICKLEBALL
60'
30'
30'
24'
A
9'
10 SPACES
EV
EV
EV
EV
18'
B
B
A
24'
9'
18'
7 SPACES
EV
EV
EV
EV
B
9'
18'
11 SPACES
B
24'
A
9'
18'
18'
11 SPACES
9'
B
9'
10'
8'
8'
9'
9'
5'
10'
9'
18'
18'
A
24'
11 SPACES (1 HA / 1 HA VAN)
11 SPACES (1 HA)
12.33' 5'
5' 12.33'
G
G
G
G
G
G
K
K
K
K
K
K
K
H
H
K
K
K
K
K
K
F
F
F
EV
EV
EV
EV
EV
EV
EV
EV
5 SPACES
5 SPACES
12 SPACES
12 SPACES
6 SPACES
B
B
B
B
B
B
B
B
B
B
11 SPACES
11 SPACES
B
B
24'
18'
9'
A
9'
18'
F
F
G
G
GARDEN
POLLINATOR
GARDEN
ORGANIC
U
U
C
C
D
D
E
F
F
F
F
F
F
H
H
H
H
H
H
24'
A
18'
9'
24'
A
18'
9'
9 SPACES
24'
A
18'
9'
12 SPACES
18'
24'
A
8'
9'
10 SPACES
10 SPACES
6 SPACES (1 HA)
6 SPACES
B
B
18'
9'
18'
9'
24'
24'
A
A
24'
A
9'
18'
STORAGE UNITS
MONOLITHIC ALONG
6' WIDE CURB & WALK
STORAGE UNITS
MONOLITHIC ALONG
6' WIDE CURB & WALK
6'
8'
8'
8'
6'
6'
6'
6'
MF BUILDING
EXISTING
MF BUILDING
EXISTING
SY SCREENING ENHANCEMENT
SY SCREENING ENHANCEMENT
SY SCREENING ENHANCEMENT
ENHANCEMENT
SY UNDERSTORY
ENHANCEMENT
SY UNDERSTORY
ENHANCEMENT
SY UNDERSTORY
ENHANCEMENT
SY UNDERSTORY
GROUND COVER
LIMIT OF NO-MOW
GROUND COVER
LIMIT OF NO-MOW
15'
R
15'
R
3'
R
3'
R
3'
R
6'
R
15'
R
3'
R
6'
R
3'
R
3'
R
50'
R
3'
R
3'
R
3'
R
3'
R
3'
R
3'
R
3'
R
15'
R
15'
R
15'
R
15'
R
3'
R
15'
R
3'
R
3'
R
15'
R
3'
R
3'
R
6'
R
6'
R
3'
R
10'
R
3'
R
3'
R
3'
R
3'
R
10'
R
10'
R
3'
R
3'
R
10'
R
3'
R
50'
R
50'
R
3'
R
10'
R
10'
R
25'
R
25'
R
3'
R
3'
R
3'
R
3'
R
3'
R
3'
R
3'
R
GROUND COVER
LIMIT OF NO-MOW
GROUND COVER
LIMIT OF NO-MOW
VEGETATED SWALE
VEGETATED SW ALE
VEGETATED SW ALE
STONE SW ALE
STONE SW ALE
FOREBAY
SEDIMENT
BED
FILTER
POND
REC AREA
REC AREA
GARDEN
RAIN
REC AREA
REC AREA
V
SIGN 'D2'
DIRECTIONAL
V
SIGN 'D3'
DIRECTIONAL
V
SIGN 'D4'
DIRECTIONAL
R
R
R
24'
18'
O
K
K
K
H
H
H
F
H
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:
00126 - 001
30
0
30
60
90
DATE
DESCRIPTION
5/2/23
PER TOWN CONDENSED COMMENTS
SHEET
DATE
REVISED
3/16/23
5/2/23
OF
5
19
REVISION SUMMARY
WATERFORD CENTRAL
SITE DEVELOPMENT PLANS
PREPARED FOR
SIG CON ASSOCIATES
DETAILED LAYOUT PLAN - BUILDING K & L
61 & 61A MYROCK AVE.
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
BUILDING K
24 1-BR
12 2-BR
3 STORY (36 UNIT)
BUILDING L
24 1-BR
12 2-BR
3 STORY (36 UNIT)
GARAGE G800
5 STORAGE UNITS
5 GARAGE UNITS
GARAGE G700
5 STORAGE UNITS
5 GARAGE UNITS
10 STORAGE UNITS
10 GARAGE UNITS
GARAGE G600
BUILDING
MAINTENANCE
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)
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
BOLLARD LIGHT FIXTURE
POLE MOUNTED LIGHT FIXTURE
ACCESSIBLE ICON MARKING
PAVEMENT STRIPING
CROSSWALK
CHAIN LINK DOGPARK FENCE
VINYL DOGPARK FENCE
VINYL CROSSBUCK ENTRANCE FENCE
VINYL SCREENING FENCE
DUMPSTER PAD
CONCRETE SIDEWALK
CONCRETE CURB & SIDEWALK
EDGE OF PAVEMENT W/ CURB
LIMIT OF SAWCUT
NON-ENCROACHMENT BOUNDARY
LIMIT OF CLEARING
4' VINYL PICKET FENCE
DIRECTIONAL SIGN
'STOP' SIGN
4' CHAIN LINK FENCE
4' VINYL PICKET FENCE
6' WHITE VINYL PRIVACY FENCE
CROSSBUCK VINYL FENCE
BIKE RACK & PAD
TRASH & RECYCLING ENCLOSURE
STANDING CONCRETE CURB (PUBLIC)
9 SPACES
B
EV
EV
EV
EV
H
K
K
GARDEN
ORGANIC
GARDEN
POLLINATOR
6 SPACES
B
F
EV
EV
EV
EV
B
K
H
H
12 SPACES
B
5 SPACES
B
5 SPACES
B
18'
24'
A
18'
9'
9'
F
F
11 SPACES
11 SPACES
B
B
G
G
12.33'
F
5'
F
5' 12.33'
G
G
G
G
F
F
18'
24'
A
B
18'
B
9'
5'
10'
9'
K
K
K
K
9'
10'
5'
9'
11 SPACES (1 HA)
11 SPACES (1 HA)
K
B
B
24'
A
9'
18'
24'
A
9'
18'
18'
10 SPACES
10 SPACES
10 SPACES
8'
6'
6'
O
R
R
R
36'
24'
15'
15'
A
A
GATE & KNOX BOX
EMERGENCY ACCESS
24'
NO THRU ACCESS
CLOSED & LOCKED
CHAIN LINK GATE TO REMAIN
7 EX. SPACES (1 HA / 1 HA VAN)
14 EX. SPACES (1 HA / 1 HA VAN)
7 EX. SPACES
CENTRAL SITE ONLY
ACCESS FROM WATERFORD
WING OF EXISTING BUILDING.
TO SERVE THE NORTH AND WEST
NORTHWESTERN PARKING AREA
2 EX. SP.
LOADING
MYROCK AVENUE
ENHANCEMENT
SY UNDERSTORY
SY SCREENING ENHANCEMENT
SY SCREENING ENHANCEMENT
ENHANCEMENT
SY SCREENING
STORAGE UNITS
MONOLITHIC ALONG
6' WIDE CURB & WALK
MF BUILDING
EXISTING
VEGETATED SW ALE
GROUND COVER
LIMIT OF NO-MOW
VEGETATED SW ALE
GROUND COVER
LIMIT OF NO-MOW
STONE SW ALE
3'
R
15'
R
15'
R
3'
R
3'
R
3'
R
3'
R
3'
R
3'
R
3'
R
3'
R
3'
R
3'
R
25'
R
15'
R
3'
R
3'
R
3'
R
3'
R
3'
R
3'
R
10'
R
10'
R
30'
R
3'
R
VEGETATED SW ALE
VEGETATED SW ALE
VEGETATED SWALE
REC AREA
GARDEN
RAIN
DOG PARK
REC AREA
GROUND COVER
LIMIT OF NO-MOW
CLEARING TO REMAIN
EXISTING LIMIT OF
GROUND COVER
LIMIT OF NO-MOW
BRUSH TO REMAIN
EXISTING LIMIT OF
LIMIT OF WORK
AREA = 6,400 SF
GRAVEL WETLAND
FILTER BED
AREA = 2,700 SF
FOREBAY
SEDIMENT
ELEVATION = 31.00
WATER SURFACE
TYPICAL POND
ELEV. = 31.00
POND LIMIT (TYP.)
VEGETATION TO REMAIN
EXISTING GRASS & SHRUB
VEGETATION TO REMAIN
EXISTING GRASS & SHRUB
100' U.R.A
AREA (TYP.)
UPLAND REVIEW
5,400 SF
& WAREHOUSE)
GARAGE
(W/ ACCESSORY
1-STORY OFFICE
EXISTING
5,300 SF
1-STORY OFFICE
EXISTING
PLUG PLANTINGS
UPPER LIMIT MARSH
PLUG PLANTINGS
LOWER LIMIT WETLAND
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:
00126 - 001
30
0
30
60
90
DATE
DESCRIPTION
5/2/23
PER TOWN CONDENSED COMMENTS
SHEET
DATE
REVISED
3/16/23
5/2/23
OF
6
19
REVISION SUMMARY
WATERFORD CENTRAL
SITE DEVELOPMENT PLANS
PREPARED FOR
SIG CON ASSOCIATES
DETAILED LAYOUT PLAN - MAINTENANCE
61 & 61A MYROCK AVE.
LP
LP
BUILDING
MAINTENANCE
24'
A
9'
18'
10 SPACES
B
O
R
R
R
24'
36'
15'
A
15'
A
NO THRU ACCESS
CLOSED & LOCKED
CHAIN LINK GATE TO REMAIN
24'
GATE & KNOX BOX
EMERGENCY ACCESS
CENTRAL SITE ONLY
ACCESS FROM WATERFORD
WING OF EXISTING BUILDING.
TO SERVE THE NORTH AND WEST
NORTHWESTERN PARKING AREA
7 EX. SPACES
2 EX. SP.
LOADING
7 EX. SPACES (1 HA / 1 HA VAN)
14 EX. SPACES (1 HA / 1 HA VAN)
AVENUE TO BE USED
EXISTING ACCESS FROM MYROCK
WING OF EXISTING BUILDING.
TO SERVE THE SOUTH AND EAST
SOUTHERN PARKING AREA
13 EX. SPACES
7 EX. SPACES
MYROCK AVENUE
DOG PARK
REC AREA
GARDEN
RAIN
CLEARING TO REMAIN
EXISTING LIMIT OF
GROUND COVER
LIMIT OF NO-MOW
BRUSH TO REMAIN
EXISTING LIMIT OF
GROUND COVER
LIMIT OF NO-MOW
25'
R
15'
R
3'
R
3'
R
3'
R
3'
R
3'
R
3'
R
10'
R
30'
R
3'
R
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)
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
BOLLARD LIGHT FIXTURE
POLE MOUNTED LIGHT FIXTURE
ACCESSIBLE ICON MARKING
PAVEMENT STRIPING
CROSSWALK
CHAIN LINK DOGPARK FENCE
VINYL DOGPARK FENCE
VINYL CROSSBUCK ENTRANCE FENCE
VINYL SCREENING FENCE
DUMPSTER PAD
CONCRETE SIDEWALK
CONCRETE CURB & SIDEWALK
EDGE OF PAVEMENT W/ CURB
LIMIT OF SAWCUT
NON-ENCROACHMENT BOUNDARY
LIMIT OF CLEARING
4' VINYL PICKET FENCE
DIRECTIONAL SIGN
'STOP' SIGN
4' CHAIN LINK FENCE
4' VINYL PICKET FENCE
6' WHITE VINYL PRIVACY FENCE
CROSSBUCK VINYL FENCE
BIKE RACK & PAD
TRASH & RECYCLING ENCLOSURE
STANDING CONCRETE CURB (PUBLIC)
100' U.R.A
AREA (TYP.)
UPLAND REVIEW
LIMIT OF WORK
VEGETATION TO REMAIN
EXISTING GRASS & SHRUB
5,400 SF
& WAREHOUSE)
GARAGE
(W/ ACCESSORY
1-STORY OFFICE
EXISTING
5,300 SF
1-STORY OFFICE
EXISTING
S
WG
52
54
56
58
62
64
66
68
72
74
76
74
72
72
48
60
70
59.8
59.2
56.3
68.14
50.9
69.4
74.7
73.9
72.6
71.3
71.6
70.0
71.3
73.7
73.8
73.3
73.9
74.4
76.1
75.8
77.4
75.9
78.7
78.5
80.6
79.7
81.6
82.8
79.9
78.7
78.7
76.1
75.7
75.0
74.2
73.4
74.4
75.7
77.4
73.8
75.1
75.8
76.7
80.4
81.2
82.2
83.0
84.8
86.8
88.3
85.9
88.5
86.3
82.4
81.2
85.8
85.8
88.7
88.6
90.5
91.4
91.1
95.9
95.3
86.1
83.5
81.2
82.5
80.7
77.8
76.2
74.7
73.1
72.7
72.0
71.2
69.0
68.5
67.8
68.3
67.2
67.3
65.9
65.8
64.1
63.7
62.8
61.7
61.0
87.4
92.6
93.31
94.23
94.45
94.00
93.63
91.68
90.21
87.58
85.08
84.34
81.19
78.44
76.47
73.76
71.7
73.3
74.3
75.5
72.9
73.8
77.2
76.2
79.3
79.0
81.1
70.7
71.4
69.6
73.1
73.4
69.7
69.9
71.3
70.9
70.3
92.2
93.1
93.2
92.36
95.3
95.4
(STONE PILE)
50
60
90
80
48
52
54
56
58
64
66
76
72
72
62
74
92
88
86
84
82
78
98
96
94
68
94
96
96
71.00
72.00
73.00
73.00
73.00
72.00
72.00
75.00
75.00
72.00
75.00
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:
00126 - 001
30
0
30
60
90
DATE
DESCRIPTION
5/2/23
PER TOWN CONDENSED COMMENTS
SHEET
DATE
REVISED
3/16/23
5/2/23
OF
7
19
REVISION SUMMARY
WATERFORD CENTRAL
SITE DEVELOPMENT PLANS
PREPARED FOR
SIG CON ASSOCIATES
GRADING, DRAINAGE & UTILITY PLAN - G & H
61 & 61A MYROCK AVE.
+
62.00
+
71.80
+
70.85
+
71.33
+
71.33
+
71.33
+
72.33
+
72.33
+
71.80
+
71.95
+
71.80
+
72.33
+
70.85
+
72.33
+
70.85
+
71.85
+
73.25
+
71.33
+
74.60
+
74.90
+
74.60
+
70.80
+
74.75
+
72.50
+
74.20
+
71.33
+
71.33
+
69.85
+
74.75
+
70.33
48.70
+
71.92
+
61.45
+
71.45
+
69.90
+
70.25
+
72.33
+
71.33
+
70.85
+
71.10
+
71.30
+
71.60
+
72.05
+
71.80
+
71.60
+
71.95
+
71.20
+
72.80
+
69.55
+
69.00
+
71.10
+
70.85
+
71.50
+
73.80
+
71.05
+
73.05
+
74.00
+
74.65
+
75.00
+
70.33
+
74.30
+
74.70
+
74.70
+
74.10
72
74
76
78
80
82
+
71.50
+
72.92
+
71.40
+
71.92
+
71.55
+
71.92
+
72.40
+
72.92
+
72.40
+
72.92
+
72.40
+
71.25
+
71.80
+
71.35
+
72.33
+
71.00
+
69.20
+
68.65
+
67.90
+
68.40
+
67.65
70
+
63.25
+
67.75
+
68.15
60
62
64
66
68
70
+
74.10
+
74.10
+
75.00
+
75.75
+
74.65
+
74.90
+
74.65
+
75.15
+
74.65
+
70.50
+
70.60
+
72.45
+
73.35
+
72.40
+
74.25
+
49.00
+
48.50
+
49.00
+
48.50
58
58
48
56
54
52
50
70
68
66
64
72
70
68
66
+
70.15
84
78
80
82
84
86
88
76
+
73.70
+
72.10
+
71.20
+
71.55
+
71.95
+
71.00
+
70.92
+
70.45
+
71.40
+
71.92
+
74.10
74
70
72
74
72
+
44.00
+
43.45
44.50
+
62.90
68
64
66
68
52
50
48
60
58
62
56
54
46
44
58
60
60
58
58
54
52
48
50
64
66
62
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
BUILDING G
BUILDING H
BUILDING J
BUILDING I
GARAGE G500
10 STORAGE UNITS
10 GARAGE UNITS
CENTER
MAIL
EXISTING
COURTS
PICKLEBALL
MYROCK AVENUE
WILLETTS AVENUE EXTENSION
TO EXISTING UTILITY POLE HELTCO #1732
ELECTRIC & TELECOMMUNICATION CONNECTION
UTILITY STATEMENT
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
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
ACCORDANCE WITH THE APPROVED DESIGN PLANS.
WITH WRITTEN VERIFICATION FROM THE DESIGN ENGINEER THAT THE SYSTEM WAS CONSTRUCTED IN
AN AS-BUILT SURVEY OF THE STORMWATER SYSTEM COMPONENTS SHALL BE SUBMITTED TO THE COMMISSION
6.
REMOVED PRIOR TO FINAL GRADING, LOAMING AND SEEDING.
ANY SEDIMENT COLLECTED WITHIN THE SEDIMENT TRAP OR FILTER BED AREAS DURING CONST. SHALL BE
5.
INSTALLATION OF OUTLET STRUCTURES AND PIPE CONNECTIONS
E.
GRADING OF AND PLACEMENT OF FILTER MATERIAL WITHIN DETENTION BASINS
D.
PLACEMENT OF SC-740 UNITS AND MANIFOLDS AND STONE BACKFILL
C.
PLACEMENT OF GEOTEXTILE WRAP AND BASE STONE & CURTAIN DRAIN PIPE
B.
EXCAVATION LIMITS AND SURROUNDING UNDISTURBED SOILS
A.
INSPECTED BY THE DESIGN ENGINEER PRIOR TO BACKFILL OR CONCEALMENT:
INSTALLATION AND SHALL SEQUENCE CONSTRUCTION TO ENSURE THE FOLLOWING COMPONENTS ARE
PLAN. CONTRACTOR SHALL PROVIDE MATERIAL SUBMITTALS TO THE DESIGN ENGINEER PRIOR TO
TREATMENT SYSTEMS AND CERTIFY THAT IT WAS CONSTRUCTED SUBSTANTIALLY IN ACCORDANCE WITH THE
THE DESIGN ENGINEER SHALL OVERSEE THE INSTALLATION OF THE PROPOSED STORMWATER DETENTION &
4.
POND. IN COMBINATION THE SYSTEM WILL CAPTURE TOTAL SUSPENDED SOLIDS (TSS) AND DEBRIS.
VEGETATED SWALES, SEDIMENT FOREBAYS & FILTER BEDS PRIOR TO DISCHARGE TO THE DETENTION
CONCENTRATED FLOWS FROM THE COLLECTION SYSTEM WILL BE DIVERTED THROUGH RAIN GARDENS,
C.
ALL CATCH BASINS HAVE 2' (MIN.) DEEP SUMPS.
B.
OVERLAND FLOW.
IMPERVIOUS SURFACES HAVE BEEN DISCONNECTED WHERE POSSIBLE TO ENCOURAGE VEGETATED
A.
STORMWATER RUNOFF FROM IMPERVIOUS SURFACES WILL BE TREATED AS FOLLOWS:
3.
RATES DISCHARGING TO THE DOWNGRADIENT WETLANDS OR ADJACENT PROPERTIES.
AS COMPARED TO PRE-DEVELOPED (EXISTING) CONDITIONS. THERE WILL BE NO INCREASE IN PEAK FLOW
DETENTION BASIN 04A ATTENUATES PEAK FLOW RATES FOR THE 2, 5, 10, 25, 50 AND 100-YEAR STORMS
2.
GARDENS, SEDIMENT FOREBAYS, FILTER BEDS & DETENTION BASINS.
OF ROOF LEADERS, SWALES, YARD DRAINS, CATCH BASINS & PIPING AND DISCHARGED TO RAIN
STORMWATER RUNOFF FROM THE PROPOSED DEVELOPMENT WILL BE COLLECTED THROUGH A SERIES
1.
STORMWATER OPERATIONS & MAINTENANCE
SALT AND OTHER DEBRIS FROM THE WINTER MAINTENANCE SEASON.
ACCESS DRIVES, PARKING AREAS AND SIDEWALKS SHALL BE SWEPT ANNUALLY EACH SPRING TO REMOVE SAND,
D.
OVERGROWTH AND CONTROL INVASIVE SPECIES.
VEGETATION SHOULD BE MOWED AT LEAST ONCE EVERY TWO YEARS DURING A DRY PERIOD TO MINIMIZE
ANNUALLY IN THE SPRING AND FALL TO ENSURE THE INLET AND OUTLETS ARE FUNCTIONING PROPERLY.
INSPECT THE RAIN GARDENS, VEGETATED SWALES, SEDIMENT FOREBAYS, AND DETENTION PONDS TWICE
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
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
AND/OR SPLICE BOX (TYP.)
TRANSFORMER PAD
T
T
T
T
(BY OTHERS)
NATURAL GAS MAIN
FL(OUT) = 64.60
FL(IN) = 64.70
TF = 73.25
SMH
FL(OUT) = 65.70
TF = 71.05
SMH
126' - 8" PVC @ 0.008
240' - 8" PVC @ 0.008
FL = 42.50
TF = 45.70
YD-CL 1005
FL = 44.30
TF = 47.30
YD-CL 1005A
FL = 51.50
TF = 54.00
YD-CL 2000
FL = 55.50
TF = 58.00
YD-CL 2001
FL = 60.05
TF = 62.55
YD-CL 2004
INV = 63.90
TF = 67.00
CB-C 2006
W/ STONE TO GRADE
130' - CURTAIN DRAIN
INV = 66.30
INV = 66.80
TF = 69.90
CB-C 2007
INV = 61.60
INV = 62.10
TF = 62.50
CB-C 2005
INV = 59.00
INV = 59.50
TF = 62.60
CB-C 2003
INV = 71.00
TF = 74.10
CB-C 1021
INV = 70.50
TF = 74.10
CB-C 1020
FL = 62.50
TF = 65.00
YD-CL 3001
FL = 62.20
FE 3000
30' - 12" HDPE @ 0.010
105' - 12" HDPE @ 0.005
@ 0.020
115' - 12" HDPE
INV = 68.00
INV = 68.20
TF = 71.60
CB-C 1019
@ 0.030
90' - 15" HDPE
FL = 68.00
TF = 70.00
YD-CL 1014A
W/ STONE TO GRADE
570' - 6" CURTAIN DRAIN
W/ STONE TO GRADE
220' - 6" CURTAIN DRAIN
@ 0.025
188' - 15" HDPE
@ 0.056
32' - 12" HDPE
@ 0.079
33' - 15" HDPE
@ 0.010
55' - 12" HDPE
@ 0.030
118' - 15" HDPE
@ 0.062
65' - 15" HDPE
@ 0.055
130' - 15" HDPE
@ 0.029
80 - 15" HDPE
VEGETATED SWALE
FL = 68.40
TF = 71.40
YD-CL 2009
FL = 69.00
TF = 71.40
YD-CL 2009A
FL = 69.00
TF = 71.40
YD-CL 2009B
FL = 67.40
TF = 70.40
YD-CL 2008
FL = 68.00
TF = 70.40
YD-CL 2008A
VALVE (OPEN RIGHT)
W/ THRUST BLOCK & GATE
PROPOSED 8"X8"X8" TEE
(54" MIN. COVER)
PRIVATE WATER MAIN
8"Ø CLDIP (CLASS 52)
(54" MIN. COVER)
PRIVATE WATER MAIN
8"Ø CLDIP (CLASS 52)
METERS
ELECTRIC
METERS
GAS
METERS
GAS
FL = 69.00
6" SAN
FL = 68.00
6" SAN
METERS
GAS
METERS
GAS
METERS
ELECTRIC
BED ELEV = 57.75
RAIN GARDEN
BED ELEV = 64.75
RAIN GARDEN
TO RAIN GARDENS (TYP.)
REAR ROOF LEADERS DISCHARGE
LANDSCAPED SCREENING BERM
METERS
GAS
METERS
ELECTRIC
TO RAIN GARDENS (TYP.)
REAR ROOF LEADERS DISCHARGE
2:1 FILL
3:1 CUT
3:1 CUT
2:1 FILL
2:1 CUT
2:1 CUT
3:1 CUT
FINISH FLOOR = 72.00
3 STORY (36 UNIT)
FINISH FLOOR = 73.00
3 STORY (36 UNIT)
FINISH FLOOR = 71.00
3 STORY (36 UNIT)
FINISH FLOOR = 72.00
3 STORY (36 UNIT)
FL = 68.00
TF = 70.40
YD-CL 1018B
METERS
ELECTRIC
METERS
GAS
DISCHARGE TO SWALE (TYP.)
REAR ROOF LEADERS
DISCHARGE TO SWALE (TYP.)
REAR ROOF LEADERS
HYDRANT
DOMESTIC
FIRE
FIRE
DOMESTIC
INLET AT TAP
CHLORINATION
50.9
42.6
75.1
75.8
81.2
85.8
86.1
83.5
81.2
82.5
80.7
77.8
76.2
74.7
73.1
72.7
72.0
71.2
69.0
68.5
67.8
68.3
67.2
67.3
65.9
65.8
64.1
63.7
62.8
61.7
62.3
61.9
61.0
87.4
92.6
86.9
86.5
89.8
90.6
85.3
85.9
89.2
89.4
83.7
81.6
84.4
81.6
82.6
86.7
85.3
83.3
78.4
82.8
75.6
78.5
83.2
69.1
83.5
84.72
85.04
85.96
86.52
87.07
87.70
88.07
88.72
89.28
89.94
58.7
58.2
58.8
60.0
60.7
59.4
57.6
56.7
56.3
56.6
56.4
55.6
55.4
54.6
52.9
56.6
56.4
56.2
55.4
55.1
56.4
57.5
59.0
60.8
61.5
62.6
62.6
61.5
63.6
61.9
60.3
58.6
56.8
56.2
55.6
55.5
59.4
57.3
60.3
67.7
67.1
67.8
65.5
67.6
67.9
66.4
67.2
69.1
70.8
71.5
68.6
69.7
70.6
71.3
70.4
71.7
73.3
74.3
75.5
72.9
73.8
77.2
76.2
75.1
73.5
71.9
74.7
77.1
79.0
78.0
79.3
79.0
81.1
82.8
83.5
80.5
82.2
69.9
68.7
74.1
72.1
72.4
70.8
67.9
67.0
66.1
65.0
62.8
61.7
58.3
56.6
55.6
55.1
54.4
54.7
55.2
85.4
85.1
86.5
86.2
84.7
85.0
85.0
86.1
86.7
85.2
85.2
85.3
84.6
51.6
53.3
57.9
57.3
56.8
55.8
55.3
53.6
56.3
56.1
61.9
45.4
44.7
41.6
40.8
40.9
39.8
38.3
40
50
90
90
90
80
70
60
50
36
38
42
44
46
48
52
84
86
88
88
86
86
92
88
94
96
40
44
63.00
71.00
71.00
71.00
64.00
72.00
72.00
72.00
72.00
75.00
75.00
67.50
67.50
65.50
47.00
62.00
62.00
65.50
+
67.00
67.50
75.00
H
Y
D
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:
00126 - 001
30
0
30
60
90
DATE
DESCRIPTION
5/2/23
PER TOWN CONDENSED COMMENTS
SHEET
DATE
REVISED
3/16/23
5/2/23
OF
8
19
REVISION SUMMARY
WATERFORD CENTRAL
SITE DEVELOPMENT PLANS
PREPARED FOR
SIG CON ASSOCIATES
GRADING, DRAINAGE & UTILITY PLAN - I & J
61 & 61A MYROCK AVE.
+
71.33
+
71.33
71.85
+
71.33
+
74.60
+
74.90
+
74.60
+
70.80
+
74.75
+
72.50
+
74.20
+
71.33
+
70.33
+
69.85
+
69.85
+
69.85
+
67.00
+
67.10
+
74.75
+
67.00
+
67.40
+
68.20
+
67.50
+
71.33
+
64.10
+
66.50
+
66.85
+
70.80
+
66.60
+
66.35
+
67.10
+
70.33
+
70.33
+
70.80
+
67.45
+
66.90
+
61.85
+
68.20
+
43.90
+
47.65
+
48.70
+
61.40
+
61.05
+
46.10
+
46.90
+
46.55
60
+
71.33
+
71.33
+
68.90
+
73.05
+
75.00
+
63.