Planning & Zoning Commission (linked)

D
S
JORDAN
BROOK
D
W
D
S
JORDAN
BROOK
D
W
HARTFORD
CROSS
F
OS
T
E
R
ROAD
Brook
Jordan
Br
ook
FARGO
RD.
#1
85
TURNPIKE
Lakes
Pond
ROAD
SITE
HARTFORD
CROSS
F
OS
T
E
R
ROAD
Brook
Jordan
Br
ook
FARGO
RD.
#1
85
TURNPIKE
Lakes
Pond
ROAD
1"=1,000'
LOCATION MAP
SHEET INDEX
DWG NO.
TITLE
SHEET NO.
XD-1
EXISTING CONDITIONS & DEMOLITION PLAN
1
SIP-1
SITE IMPROVEMENT PLAN
2
PH-1
PHOTOMETRIC PLAN
3
DT-1
CONSTRUCTION DETAILS
4
PREPARED FOR:
ENGR GROUP LLC
PARKING LOT EXPANSION
174 CROSS ROAD, WATERFORD, CT 06385
DATE: MARCH 20, 2024
REVISED: MARCH 27, 2024
REVISED: JUNE 5, 2024
APPLICANT/OWNER:
ENGR GROUP LLC
174 CROSS ROAD
WATERFORD, CT 06385
SITE DEVELOPMENT PLANS
H  H
ENGINEERING
ASSOCIATES
232 Greenmanville Ave.
Suite 201
Mystic, CT 06355
860-980-8008
ƶƶƶ.hh-engineers.com
PREPARED BY:
CIVIL ENGINEER:
H+H ENGINEERING ASSOCIATES, LLC
SEAMUS MORAN, P.E.
232 GREENMANVILLE AVENUE, SUITE 201
MYSTIC, CT 06355
LAND SURVEYOR:
GERWICK-MEREEN, LLC
191 BOSTON POST ROAD
EAST LYME, CT 06333
STM
EXISTING STORM PIPE
PROPERTY LINE
EASEMENT
UE
UNDERGROUND ELECTRIC
WATERCOURSE
WETLAND
100' INLAND WETLAND
UPLAND REVIEW AREA
TREELINE
EX. INDEX CONTOUR
EX. INT. CONTOUR
115
114
ADJOINER PROPERTY LINE
LEGEND
PR. INDEX CONTOUR
PR. INT. CONTOUR
115
114
SF
SILT FENCE
EX. SWALE
PR. SPOT GRADE
EX. SPOT GRADE
115.7
TOP OF CURB
TC
BOTTOM OF CURB
BC
UTILITY POLE
IRON PIPE/IRON ROD
IP/IR
DRILLHOLE
DH
TEST HOLE
TH-2
115.9
"TO BE REMOVED"
(TBR)
"TO BE RELOCATED"
(TBRL)
"TO REMAIN"
(TR)

STM
STM
STM
STM
ST
115.37
115.64
116.17
116.22
116.29
116.25
116.30
116.27
116.33
116.26
116.41
116.19
115.95
115.85
115.88
116.19
117.10
117.08
116.20
115.94
115.7
115.41
115.88
116.05
115.95
115.83
114.93
114.06
114.81
115.11
114.77
115.13
115.49
115.64
115.50
115.75
115.67
115.90
116.03
116.16
116.24
115.84
115.57
115.53
115.30
115.15
115.27
115.67
115.96
116.93
114.59
116.93
116.95
115.89
117.07
118.6
UE
UE
UE
UE
UE
UE
UE
UE
UE
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
115.57
115.06
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
EX. BUILDING
FF=117.15
EX. 6'(H) WOOD FENCE ENCLOSURE
WITHOUT SWINGING GATES
EX. CONC. WALK
(SURVEY TIE LINE)
WF 2
WF 3
WF 4
WF 5
WF 6
WF 7
WF 8
WF 9
WF 10
WF 11
WF 12
WF 13
WF 14
WF 15
WF 16
WF 17
WF 18
DH
D
IP
S
HYD
WV
EX. EMERGENCY GENERATOR
EX.TRANSFORMER
EX. GRASS
EX. MULCH
EX.
MULCH
EX. CONCRETE PAD
(SURVEY TIE LINE)
DH
DH
IP
EX. DUMPSTERS
N/F
CHARLES W. CURTAIN
N/F
R.J. MARELLI, JR.
N/F
JOSEPH R. PERRY, TRUSTEE
N/F
WATERFORD LAND TRUST, INC.
JORDAN
BROOK
D
EX. 6"
PLASTIC PIPE
INV=110.00
EX. RIP RAP
EX. STONE
CHECK DAM (TYP.)
EX. GAS METER
100' NON-ENCROACHMENT AREA
CONSERVATION
EASEMENT LIMIT
2
3
6
21
3
EX. 4"
VERTICAL
PVC PIPE
N/F
E.P. W. REALTY, INC.
EX. DIRT PATH
EX. GRAVEL
EX. CANOPY COVERED
WALK & DROP-OFF
EX. SHRUBS & MULCH
114.56
113.8
113.4
113.3
113.1
113.1
113.2
113.4
113.5
113.6
112.9
112.9
113.0
113.1
113.1
113.1
112.6
111.6
110.4
109.7
111.2
112.3
113.2
113.7
114.4
117.0
118.8
115.5
114.7
114.6
119.4
119.2
118.9
118.7
118.2
117.6
117.8
117.8
117.5
116.2
116.2
116.6
117.2
116.1
116.2
116.5
117.4
119.0
117.9
118.3
115.1
114.9
114.5
113.5
115.9
115.3
115.8
116.2
116.6
115.9
116.6
115.5
117.1
117.5
117.6
117.5
117.3
117.1
116.9
116.4
116.6
116.3
116.5
116.8
117.2
117.2
117.3
117.3
117.0
116.7
117.3
109.6
115.4
115.4
115.1
114.68
114.97
114.97
115.16
115.62
109.4
109.5
109.4
109.7
109.8
109.8
109.7
109.4
113.41
113.40
114.64
113.80
114.19
113.49
112.34
113.44
114.45
112.43
113.79
115.45
EX. SHRUBS & MULCH
TC: 116.96
BC: 116.29
TC: 116.90
BC: 116.33
TC: 116.86
BC: 116.10
S44°50'03"W
89.59'
S47°01'07"W
156.81'
S42°36'11"W
59.78'
S42°47'05"W
21.42'
S42°47'05"W
176.87'
5.0'(W) EX.
EASEMENT
S29°55'47"E
78.41'
S89°55'14"E
164.61'
5.0'(W) EX.
EASEMENT
N38°58'51"W
290.90'
N58°07'58"E
196.61'
N58°07'58"E
242.16'
10'(W) EX. PEDESTRIAN
RIGHT-OF-WAY
117
117
117
118
117
116
117
119
116
115
114
113
112
111
110
111
112
113
114
114
113
112
111
110
108
109
110
111
112
113
114
115
116
115
114
114
114
113
113
112
116
116
115
116
117
117
117
116
116
115
115
114
114
115
116
111
112
113
114
115
116
115
114
114
115
W
IP
IP
IP
IP
IP
IP
IP
EX. PAVEMENT
EX. BCLC (TYP.)
EX. CONC. WALK
35 EXISTING STRIPED SPACES
+ 3 UNSTRIPED GRAVEL SPACES
= 38 TOTAL EXISTING SPACES
3
EX. PARALLEL
PARKING SPACES
EX. CURB
EXISTING
GRAVEL AREA
TH-1
TH-2
EX. 6" ROOF LEADER DRAIN
(PER REFERENCE MAP 'B')
APPROXIMATE LOCATION OF
EX. 4' CONCRETE GALLERIES
(SEE REFERENCE MAP 'B')
FLOOD ZONE
AE (EL. 108)
FLOOD ZONE 'X'
84.1'
92.9'
73.2'
APPROXIMATE LOCATION OF
EXISTING CONIFEROUS TREES
75' FRONT YARD SETBACK
50' REAR YARD SETBACK
30' SIDE YARD
SETBACK
(TBR)
(TR)
(TR)
(TR)
(TR)
(TR)
(TR)
(TR)
(TBR)
(TR)
(TR)
(TR)
(TR)
(TR)
(TR)
(TBRL)
(TBR)
(TR)
(TR)
(TR)
(TR)
(TR)
(TR)
(TR)
(TR)
(TR)
(TBR)
SAWCUT
LINE (TYP.)
(TR)
(TR)
(TBR)
(TBR)
(TBR)
PROTECT TREES DURING
CONSTRUCTION (TYP.)
SAWCUT LINE
PORTION OF EXISTING
PAVEMENT TBR
E
N
S
W
20
0
10
SCALE IN FEET
20
29798
No.
M.
M
A
R
O
N
S
A
M
E
U
S
L
I
C
E
N
S
E
D
R
P
F
O
S
E
I
S
O
N
A
L
N
E
I
G
E
N
S
E
R
S
T
A
T
E
O
F
C
O
N
N
E
C
T
C
I
U
T
DESCRIPTION OF REVISION
DRAWING
SHEET NUMBER:
OF
CHECKED BY:
DATE:
DRAWN BY:
DATE:
PROJECT NO.
SCALE:
DATE
APPR.
REV.
H  H
ENGINEERING
ASSOCIATES
232 Greenmanville Ave.
Suite 201
Mystic, CT 06355
860-980-8008
ƶƶƶ.hh-engineers.com
PREPARED FOR:
PROPERTY ADDRESS:
EXISTING CONDITIONS & DEMOLITION PLAN
PARKING LOT EXPANSION
174 CROSS ROAD, WATERFORD, CT 06385
ENGR GROUP LLC
174 CROSS ROAD, WATERFORD, CT 06385
2023-0108
1" = 20'
SMM
3/20/2024
SMM
3/20/2024
XD-1
1
4
1
REVISIONS PER PRELIMINARY STAFF REVIEW COMMENTS
3/27/2024
SMM
2
REVISIONS PER PRE-APP REVIEW COMMENTS
6/5/2024
SMM
Z:\SHARED\H+H ENGINEERING ASSOCIATES\PROJECTS\2023\2023-0108 - CHAUDHRY - 174 CROSS RD, WATERFORD\DWGS\DEMO.DWG
 Tab: DEMO Saved: 6/5/2024 11:28 AM  Plotted: 6/5/2024 12:56 PM
CONSTRUCTION NOTES:
1.
THE LOCATIONS OF UNDERGROUND UTILITIES  SHOWN HEREON ARE BASED ON FIELD
LOCATIONS AND INFORMATION PROVIDED BY OTHERS. THEIR ACTUAL LOCATION MAY
VARY FROM THOSE INDICATED AND ALL UNDERGROUND UTILITIES  MAY NOT BE SHOWN.
THE CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG"  AT 800-922-4455  TO MARK
OUT ALL UNDERGROUND UTILITIES  A MINIMUM OF 3 BUSINESS DAYS PRIOR TO
COMMENCING 
ANY 
CONSTRUCTION 
ACTIVITY.  
CONTRACTOR 
SHALL 
VERIFY 
ALL
LOCATIONS, DIMENSIONS AND ELEVATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
2.
ALL PROPERTY LINES SHALL BE VERIFIED IN THE FIELD. NO PRIVATE PROPERTY SHALL BE
DISTURBED UNLESS PROPER RIGHTS ARE OBTAINED PRIOR TO CONSTRUCTION.
3.
THE EXACT LOCATION OF THE EXISTING STORMWATER MANAGEMENT SYSTEM AND PIPING
IS UNKNOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE EXISTING
STORMWATER MANAGEMENT SYSTEM AND PIPING IN THE FIELD.
4.
THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION.
5.
THE CONTRACTOR SHALL OBTAIN, REVIEW AND ADHERE TO ALL REQUIREMENTS AND ANY
CONDITIONS OF APPROVAL OF THE TOWN OF WATERFORD.
6.
ALL WORK TO CONFORM TO THE TOWN OF WATERFORD CONSTRUCTION STANDARDS AND
REGULATIONS.
7.
THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ADJACENT
PROPERTIES FROM ANY EROSION AND/OR SEDIMENTATION. SILT FENCE SHALL BE
INSTALLED ALONG THE DOWNGRADIENT SIDE OF THE WORK AREA AND SHALL BE
MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION.
8.
ALL EXISTING DRAINAGE PATTERNS SHALL BE MAINTAINED. THE CONTRACTOR SHALL
GRADE THE PROPERTY IN SUCH A MANNER TO MAINTAIN EXISTING LOCAL DRAINAGE
PATTERNS AND TO PREVENT EXCESS RUNOFF AND/OR PONDING ON ADJACENT
PROPERTIES BOTH DURING AND AFTER CONSTRUCTION.
9.
THE PROPOSED SITE GRADING SHALL CONFORM TO THE GRADING SHOWN ON THIS PLAN
WITH MINOR ADJUSTMENTS AS NECESSARY DUE TO ACTUAL FIELD CONDITIONS.
10.
THE CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE ALL DISTURBED AREAS TO THEIR
PRE-CONSTRUCTION CONDITION OR BETTER ONCE ALL WORK IS COMPLETE.
11.
HOURS OF CONSTRUCTION SHALL BE LIMITED TO 7:00 A.M. TO 6:00 P.M. MONDAY THROUGH
FRIDAY, AND 8:00 A.M. THROUGH 6:00 P.M. SATURDAY. NO CONSTRUCTION ACTIVITY SHALL
TAKE PLACE ON SUNDAYS. ADDITIONALLY, NO EXTERIOR LIGHTING FOR CONSTRUCTION
PURPOSES, FREESTANDING OR OTHERWISE, IS PROPOSED WITH THIS APPLICATION.
GENERAL NOTES:
1.
THIS PLAN WAS COMPILED USING THE FOLLOWING REFERENCE INFORMATION:
A.
A SURVEY MAP ENTITLED, "PLAN  SHOWING EXISTING CONDITIONS PROPERTY OF
ENGR GROUP LLC, 174  CROSS ROAD, WATERFORD, CONNECTICUT," SCALE: 1"=20',
DATED: JANUARY 29, 2024, PREPARED BY GERWICK-MEREEN, LLC.
B.
A PLAN ENTITLED, "PROPERTY  SURVEY AND EXISTING CONDITIONS PLAN, PREPARED
FOR HARDAWAY ASSOCIATES FOR PROFESSIONAL MEDICAL OFFICES LOCATED AT 174
CROSS ROAD, WATERFORD, CONNECTICUT," SCALE: 1"=40',  DATED: MARCH 18, 2013,
PREPARED BY GERWICK-MEREEN, LLC.
2.
THE APPLICANT AND PROPERTY OWNER IS ENGR GROUP LLC OF 174  CROSS ROAD,
WATERFORD, CT 06385.
3.
THE SUBJECT PARCEL IS IDENTIFIED AS LOT 3329 ON THE TOWN OF WATERFORD TAX
ASSESSOR'S MAP 81. THE DEED REFERENCE OF THE PROPERTY IS VOLUME 1550 PAGE 183.
4.
THE PARCEL IS DEVELOPED WITH A SINGLE-STORY COMMERCIAL BUILDING WITH 35
PAVED PARKING SPACES AND 3 ADDITIONAL UNSTRIPED GRAVEL PARKING SPACES. THE
APPLICANT IS PROPOSING TO REMOVE THE 3 UNSTRIPED GRAVEL PARKING SPACES AND
CONSTRUCT A TURFSTONE PAVER PARKING AREA WITH 23 PARKING SPACES, BRINGING
THE TOTAL ON-SITE PARKING SPACES TO 58 PARKING SPACES.
5.
THE PURPOSE OF THIS PLAN IS FOR REVIEW BY THE TOWN OF WATERFORD PLANNING &
ZONING COMMISSION FOR A SITE PLAN APPLICATION.
6.
THIS PROPERTY IS SERVED BY PUBLIC WATER AND PUBLIC SEWER.

STM
STM
STM
STM
ST
115.37
115.64
116.17
116.22
116.29
116.25
116.30
116.27
116.33
116.26
116.41
116.19
115.95
115.85
115.88
116.19
117.10
117.08
116.20
115.94
115.7
115.41
115.88
116.05
115.95
115.83
114.93
114.06
114.81
115.11
114.77
115.13
115.49
115.64
115.50
115.75
115.67
115.90
116.03
116.16
116.24
115.84
115.57
115.53
115.30
115.15
115.27
115.67
115.96
116.93
114.59
116.93
116.95
115.89
117.07
118.6
UE
UE
UE
UE
UE
UE
UE
UE
UE
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
115.57
115.06
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
EX. BUILDING
FF=117.15
EX. 6'(H) WOOD FENCE ENCLOSURE
WITHOUT SWINGING GATES
EX. CONC. WALK
(SURVEY TIE LINE)
WF 2
WF 3
WF 4
WF 5
WF 6
WF 7
WF 8
WF 9
WF 10
WF 11
WF 12
WF 13
WF 14
WF 15
WF 16
WF 17
WF 18
DH
D
IP
S
HYD
WV
EX. EMERGENCY GENERATOR
EX.TRANSFORMER
EX. GRASS
EX. MULCH
EX.
MULCH
(SURVEY TIE LINE)
DH
DH
IP
N/F
CHARLES W. CURTAIN
N/F
R.J. MARELLI, JR.
N/F
JOSEPH R. PERRY, TRUSTEE
N/F
WATERFORD LAND TRUST, INC.
JORDAN
BROOK
D
EX. 6"
PLASTIC PIPE
INV=110.00
EX. RIP RAP
EX. STONE
CHECK DAM (TYP.)
EX. GAS METER
100' NON-ENCROACHMENT AREA
CONSERVATION
EASEMENT LIMIT
2
3
6
21
EX. 4"
VERTICAL
PVC PIPE
N/F
E.P. W. REALTY, INC.
EX. DIRT PATH
EX. GRAVEL
EX. CANOPY COVERED
WALK & DROP-OFF
EX. SHRUBS & MULCH
114.56
113.8
113.4
113.3
113.1
113.1
113.2
113.4
113.5
113.6
112.9
112.9
113.0
113.1
113.1
113.1
112.6
111.6
110.4
109.7
111.2
112.3
113.2
113.7
114.4
117.0
118.8
115.5
114.7
114.6
119.4
119.2
118.9
118.7
118.2
117.6
117.8
117.8
117.5
116.2
116.2
116.6
117.2
116.1
116.2
116.5
117.4
119.0
117.9
118.3
115.1
114.9
114.5
113.5
115.9
115.3
115.8
116.2
116.6
115.9
116.6
115.5
117.1
117.5
117.6
117.5
117.3
117.1
116.9
116.4
116.6
116.3
116.5
116.8
117.2
117.2
117.3
117.3
117.0
116.7
117.3
109.6
115.4
115.4
115.1
114.68
114.97
114.97
115.16
115.62
109.4
109.5
109.4
109.7
109.8
109.8
109.7
109.4
113.41
113.40
114.64
113.80
114.19
113.49
112.34
113.44
114.45
112.43
113.79
115.45
EX. SHRUBS & MULCH
TC: 116.96
BC: 116.29
TC: 116.90
BC: 116.33
TC: 116.86
BC: 116.10
S44°50'03"W
89.59'
S47°01'07"W
156.81'
S42°36'11"W
59.78'
S42°47'05"W
21.42'
S42°47'05"W
176.87'
5.0'(W) EX.
EASEMENT
S29°55'47"E
78.41'
S89°55'14"E
164.61'
5.0'(W) EX.
EASEMENT
N38°58'51"W
290.90'
N58°07'58"E
196.61'
N58°07'58"E
242.16'
10'(W) EX. PEDESTRIAN
RIGHT-OF-WAY
117
117
117
118
117
116
117
119
116
115
114
113
112
111
110
111
112
113
114
114
113
112
111
110
108
109
110
111
112
113
114
115
116
115
114
114
114
113
113
112
116
116
115
116
117
117
117
116
116
115
115
114
114
115
116
111
112
113
114
115
116
115
114
114
115
W
IP
IP
IP
IP
IP
IP
IP
EX. BCLC (TYP.)
EX. CONC. WALK
TH-1
TH-2
EX. 6" ROOF LEADER DRAIN
(PER REFERENCE MAP 'B')
APPROXIMATE LOCATION OF
EX. 4' CONCRETE GALLERIES
(SEE REFERENCE MAP 'B')
FLOOD ZONE
AE (EL. 108)
FLOOD ZONE 'X'
84.1'
92.9'
73.2'
75' FRONT YARD SETBACK
50' REAR YARD SETBACK
30' SIDE YARD
SETBACK
7
18.0' (TYP.)
24.0' (TYP.)
4
5
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
35 EXISTING STRIPED
SPACES TO REMAIN
9.0'
(TYP.)
NEW PRECAST CONCRETE CURB (TYP.)
23 PROPOSED
PARKING SPACES
TEMPORARY SOIL
STOCKPILE AREA
EROSION CONTROL MATTING
ON DISTURBED SLOPES 3H:1V
OR STEEPER (TYP.)
TC: 116.0
BC: 115.7
TC: 115.6
BC: 115.1
TC: 115.7
BC: 115.2
TC: 114.4
BC: 113.9
TC: 116.65
BC: 116.15
TC: 116.4
BC: 116.4
TC: 116.3
BC: 115.8
TC: 116.9
BC: 116.4
TC: 116.3
BC: 116.3
NEW TUFSTONE PAVER DRIVE
114
TC: 114.6
BC: 114.1
9.1'
115
115
TC: 115.2
BC: 114.7
115
116
115
116
116
115
116
TC: 115.8
BC: 115.3
116
7
58 TOTAL
PARKING SPACES
116
114
X
X
NEW CONCRETE PAD
AND ENCLOSURE. RELOCATE
EXISTING DUMPSTERS
NEW CURB STOP (TYP. x23)
TC: 115.8
BC: 115.3
TC: 116.1
BC: 115.6
6.0'
6.0'
PAINT LINES SHOWN FOR PICTORIAL PURPOSES ONLY.
SPACES TO BE DELINEATED BY CURB STOPS
TEMPORARY
SEDIMENT FENCE (TYP.)
NEW 4'(W) CONCRETE
WALK WITH
MONOLITHIC CURB
NEW BUILDING
MOUNTED FULL
CUT-OFF LIGHT
FIXTURE (TYP. x2)
114
NEW 6'(H) CONIFEROUS TREE (TYP. x3)
E
N
S
W
20
0
10
SCALE IN FEET
20
29798
No.
M.
M
A
R
O
N
S
A
M
E
U
S
L
I
C
E
N
S
E
D
R
P
F
O
S
E
I
S
O
N
A
L
N
E
I
G
E
N
S
E
R
S
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DESCRIPTION OF REVISION
DRAWING
SHEET NUMBER:
OF
CHECKED BY:
DATE:
DRAWN BY:
DATE:
PROJECT NO.
SCALE:
DATE
APPR.
REV.
H  H
ENGINEERING
ASSOCIATES
232 Greenmanville Ave.
Suite 201
Mystic, CT 06355
860-980-8008
ƶƶƶ.hh-engineers.com
PREPARED FOR:
PROPERTY ADDRESS:
SITE IMPROVEMENT PLAN
PARKING LOT EXPANSION
174 CROSS ROAD, WATERFORD, CT 06385
ENGR GROUP LLC
174 CROSS ROAD, WATERFORD, CT 06385
2023-0108
1" = 20'
SMM
3/20/2024
SMM
3/20/2024
SIP-1
2
4
1
REVISIONS PER PRELIMINARY STAFF REVIEW COMMENTS
3/27/2024
SMM
2
REVISIONS PER PRE-APP REVIEW COMMENTS
6/5/2024
SMM
Z:\SHARED\H+H ENGINEERING ASSOCIATES\PROJECTS\2023\2023-0108 - CHAUDHRY - 174 CROSS RD, WATERFORD\DWGS\SITE IMPROVEMENT PLAN.DWG
 Tab: SITE PLAN Saved: 6/5/2024 12:21 PM
 Plotted: 6/5/2024 12:56 PM
CONSTRUCTION NOTES:
1.
THE LOCATIONS OF UNDERGROUND UTILITIES  SHOWN HEREON ARE BASED ON FIELD
LOCATIONS AND INFORMATION PROVIDED BY OTHERS. THEIR ACTUAL LOCATION MAY
VARY FROM THOSE INDICATED AND ALL UNDERGROUND UTILITIES  MAY NOT BE SHOWN.
THE CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG"  AT 800-922-4455  TO MARK
OUT ALL UNDERGROUND UTILITIES  A MINIMUM OF 3 BUSINESS DAYS PRIOR TO
COMMENCING 
ANY 
CONSTRUCTION 
ACTIVITY.  
CONTRACTOR 
SHALL 
VERIFY 
ALL
LOCATIONS, DIMENSIONS AND ELEVATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
2.
ALL PROPERTY LINES SHALL BE VERIFIED IN THE FIELD. NO PRIVATE PROPERTY SHALL BE
DISTURBED UNLESS PROPER RIGHTS ARE OBTAINED PRIOR TO CONSTRUCTION.
3.
THE EXACT LOCATION OF THE EXISTING STORMWATER MANAGEMENT SYSTEM AND PIPING
IS UNKNOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE EXISTING
STORMWATER MANAGEMENT SYSTEM AND PIPING IN THE FIELD.
4.
THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION.
5.
THE CONTRACTOR SHALL OBTAIN, REVIEW AND ADHERE TO ALL REQUIREMENTS AND ANY
CONDITIONS OF APPROVAL OF THE TOWN OF WATERFORD.
6.
ALL WORK TO CONFORM TO THE TOWN OF WATERFORD CONSTRUCTION STANDARDS AND
REGULATIONS.
7.
THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ADJACENT
PROPERTIES FROM ANY EROSION AND/OR SEDIMENTATION. SILT FENCE SHALL BE
INSTALLED ALONG THE DOWNGRADIENT SIDE OF THE WORK AREA AND SHALL BE
MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION.
8.
ALL EXISTING DRAINAGE PATTERNS SHALL BE MAINTAINED. THE CONTRACTOR SHALL
GRADE THE PROPERTY IN SUCH A MANNER TO MAINTAIN EXISTING LOCAL DRAINAGE
PATTERNS AND TO PREVENT EXCESS RUNOFF AND/OR PONDING ON ADJACENT
PROPERTIES BOTH DURING AND AFTER CONSTRUCTION.
9.
THE PROPOSED SITE GRADING SHALL CONFORM TO THE GRADING SHOWN ON THIS PLAN
WITH MINOR ADJUSTMENTS AS NECESSARY DUE TO ACTUAL FIELD CONDITIONS.
10.
THE CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE ALL DISTURBED AREAS TO THEIR
PRE-CONSTRUCTION CONDITION OR BETTER ONCE ALL WORK IS COMPLETE.
11.
HOURS OF CONSTRUCTION SHALL BE LIMITED TO 7:00 A.M. TO 6:00 P.M. MONDAY THROUGH
FRIDAY, AND 8:00 A.M. THROUGH 6:00 P.M. SATURDAY. NO CONSTRUCTION ACTIVITY SHALL
TAKE PLACE ON SUNDAYS. ADDITIONALLY, NO EXTERIOR LIGHTING FOR CONSTRUCTION
PURPOSES, FREESTANDING OR OTHERWISE, IS PROPOSED WITH THIS APPLICATION.
STORMWATER NARRATIVE:
THE EXISTING IMPROVEMENTS ARE ROUTED TO A SUBSURFACE STORMWATER MANAGEMENT
SYSTEM LOCATED TO THE EAST OF THE EXISTING BUILDING.  THE PROPOSED PARKING AREA
WILL BE CONSTRUCTED OF A PERMEABLE TUFSTONE PAVER TO ALLOW INFILTRATION  OF
STORMWATER INTO THE UNDERLYING SOIL. THE EXISTING FILL LAYER ATOP THE EXISTING
NATURAL SAND LAYER WILL BE REPLACED WITH ASTM-C33 SAND TO ALLOW FOR
STORMWATER TO INFILTRATE INTO UNDERLYING SAND.
GENERAL NOTES:
1.
THIS PLAN WAS COMPILED USING THE FOLLOWING REFERENCE INFORMATION:
A.
A SURVEY MAP ENTITLED, "PLAN SHOWING EXISTING CONDITIONS PROPERTY OF
ENGR GROUP LLC, 174  CROSS ROAD, WATERFORD, CONNECTICUT," SCALE: 1"=20',
DATED: JANUARY 29, 2024, PREPARED BY GERWICK-MEREEN, LLC.
B.
A PLAN ENTITLED, "PROPERTY  SURVEY AND EXISTING CONDITIONS PLAN, PREPARED
FOR HARDAWAY ASSOCIATES FOR PROFESSIONAL MEDICAL OFFICES LOCATED AT 174
CROSS ROAD, WATERFORD, CONNECTICUT," SCALE: 1"=40',  DATED: MARCH 18, 2013,
PREPARED BY GERWICK-MEREEN, LLC.
2.
THE APPLICANT AND PROPERTY OWNER IS ENGR GROUP LLC OF 174  CROSS ROAD,
WATERFORD, CT 06385.
3.
THE SUBJECT PARCEL IS IDENTIFIED AS LOT 3329 ON THE TOWN OF WATERFORD TAX
ASSESSOR'S MAP 81. THE DEED REFERENCE OF THE PROPERTY IS VOLUME 1550 PAGE 183.
4.
THE PARCEL IS DEVELOPED WITH A SINGLE-STORY COMMERCIAL BUILDING WITH 35
PAVED PARKING SPACES AND 3 ADDITIONAL UNSTRIPED GRAVEL PARKING SPACES. THE
APPLICANT IS PROPOSING TO REMOVE THE 3 UNSTRIPED GRAVEL PARKING SPACES AND
CONSTRUCT A TURFSTONE PAVER PARKING AREA WITH 23 PARKING SPACES, BRINGING
THE TOTAL ON-SITE PARKING SPACES TO 58 PARKING SPACES.
5.
THE PURPOSE OF THIS PLAN IS FOR REVIEW BY THE TOWN OF WATERFORD PLANNING &
ZONING COMMISSION FOR A SITE PLAN APPLICATION.
6.
THIS PROPERTY IS SERVED BY PUBLIC WATER AND PUBLIC SEWER.
ZONING DATA TABLE
GENERAL INDUSTRIAL 'I-G' ZONING DISTRICT
ITEM
REQUIRED
EXISTING
PROVIDED
MINIMUM LOT AREA
40,000 SQ. FT.
144,504 SQ. FT.
144,504 SQ. FT.
(NO CHANGE)
MINIMUM LOT FRONTAGE
125 FT. (I-G ZONE)
50 FT. (VARIANCE #93-32)
50 FT.
50 FT.
(NO CHANGE)
MINIMUM FRONT YARD SETBACK
75 FT.
84.1 FT.
84.1 FT.
(NO CHANGE)
MINIMUM SIDE YARD SETBACK
(WEST)
30 FT.
73.2 FT.
73.2 FT.
(NO CHANGE)
MINIMUM SIDE YARD SETBACK
(EAST)
30 FT.
321.9 FT.
321.9 FT.
(NO CHANGE)
MINIMUM REAR YARD SETBACK
50 FT.
92.9 FT.
92.9 FT.
(NO CHANGE)
MAXIMUM BUILDING HEIGHT
40 FT.
22.5 FT.
22.5 FT.
(NO CHANGE)
MAXIMUM BUILDING COVERAGE
40% (57,802 SQ. FT.)
5.0% (7,239 SQ. FT.)
5.0% (7,239 SQ. FT.)
(NO CHANGE)
MINIMUM PARKING
(SEE ZONING NOTE #1)
28 PARKING SPACES
38 PARKING SPACES
58 PARKING SPACES
(+20 SPACES)
WATER SUPPLY
PUBLIC WATER
SANITARY DISPOSAL
PUBLIC SANITARY SEWER
ZONING NOTES:
1.
PARKING CALCULATION:
A.
PER SECTION 20.3.c  OF THE TOWN OF WATERFORD ZONING REGULATIONS, PARKING FOR A PROFESSIONAL
OFFICE SHALL BE PROVIDED AS FOLLOWS:
a.
REQUIRED: 1 SPACE / 250 SQ. FT. GFA x 7,005 SQ. FT. = 28 PARKING SPACES
b.
EXISTING: 38 PARKING SPACES
c.
PROVIDED: 58 PARKING SPACES

EX. BUILDING
FF=117.15
(SURVEY TIE LINE)
WF 2
WF 3
WF 4
WF 5
WF 6
WF 7
WF 8
WF 9
WF 10
WF 11
WF 12
WF 13
WF 14
WF 15
WF 16
WF 17
WF 18
DH
D
IP
S
HYD
WV
(SURVEY TIE LINE)
DH
DH
IP
JORDAN
BROOK
D
100' NON-ENCROACHMENT AREA
CONSERVATION
EASEMENT LIMIT
2
3
6
21
S44°50'03"W
89.59'
S47°01'07"W
156.81'
S42°36'11"W
59.78'
S42°47'05"W
21.42'
S42°47'05"W
176.87'
5.0'(W) EX.
EASEMENT
S29°55'47"E
78.41'
S89°55'14"E
164.61'
5.0'(W) EX.
EASEMENT
N38°58'51"W
290.90'
N58°07'58"E
196.61'
N58°07'58"E
242.16'
10'(W) EX. PEDESTRIAN
RIGHT-OF-WAY
117
117
117
118
117
116
117
119
116
115
114
113
112
111
110
111
112
113
114
114
113
112
111
110
108
109
110
111
112
113
114
115
116
115
114
114
114
113
113
112
116
116
115
116
117
117
117
116
116
115
115
114
114
115
116
111
112
113
114
115
116
115
114
114
115
W
IP
IP
IP
IP
IP
IP
IP
FLOOD ZONE
AE (EL. 108)
FLOOD ZONE 'X'
EX. BUILDING
FF=117.15
(SURVEY TIE LINE)
WF 2
WF 3
WF 4
WF 5
WF 6
WF 7
WF 8
WF 9
WF 10
WF 11
WF 12
WF 13
WF 14
WF 15
WF 16
WF 17
WF 18
DH
D
IP
S
HYD
WV
(SURVEY TIE LINE)
DH
DH
IP
JORDAN
BROOK
D
100' NON-ENCROACHMENT AREA
CONSERVATION
EASEMENT LIMIT
2
3
6
21
S44°50'03"W
89.59'
S47°01'07"W
156.81'
S42°36'11"W
59.78'
S42°47'05"W
21.42'
S42°47'05"W
176.87'
5.0'(W) EX.
EASEMENT
S29°55'47"E
78.41'
S89°55'14"E
164.61'
5.0'(W) EX.
EASEMENT
N38°58'51"W
290.90'
N58°07'58"E
196.61'
N58°07'58"E
242.16'
10'(W) EX. PEDESTRIAN
RIGHT-OF-WAY
117
117
117
118
117
116
117
119
116
115
114
113
112
111
110
111
112
113
114
114
113
112
111
110
108
109
110
111
112
113
114
115
116
115
114
114
114
113
113
112
116
116
115
116
117
117
117
116
116
115
115
114
114
115
116
111
112
113
114
115
116
115
114
114
115
W
IP
IP
IP
IP
IP
IP
IP
FLOOD ZONE
AE (EL. 108)
FLOOD ZONE 'X'
114
115
115
115
116
115
116
116
115
116
116
116
114
X
X
114
NEW BUILDING
MOUNTED FULL
CUT-OFF LIGHT
FIXTURE (TYP. x2)
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.3
0.3
0.3
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
1.1
1.2
1.0
0.6
0.3
0.2
0.1
0.0
0.0
0.0
0.0
0.0
2.4
2.8
1.8
1.0
0.5
0.2
0.1
0.0
0.0
0.0
4.8
4.0
2.3
1.1
0.5
0.2
0.1
0.0
0.0
0.0
6.4
4.3
2.2
1.1
0.5
0.2
0.1
0.0
0.0
0.0
3.0
3.4
2.3
1.3
0.6
0.2
0.1
0.0
0.0
0.0
2.4
2.6
2.1
1.2
0.7
0.3
0.1
0.1
0.0
0.0
2.6
2.9
2.1
1.3
0.7
0.3
0.1
0.1
0.0
0.0
4.0
3.8
2.4
1.2
0.5
0.2
0.1
0.0
0.0
0.0
7.0
4.4
2.1
1.0
0.5
0.2
0.1
0.0
0.0
0.0
3.5
3.4
2.2
1.1
0.5
0.2
0.1
0.0
0.0
0.0
0.0
0.0
1.9
2.1
1.5
0.8
0.4
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.6
0.7
0.7
0.4
0.3
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.2
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
W4
MH: 13
W4
MH: 13
E
N
S
W
20
0
10
SCALE IN FEET
20
29798
No.
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DESCRIPTION OF REVISION
DRAWING
SHEET NUMBER:
OF
CHECKED BY:
DATE:
DRAWN BY:
DATE:
PROJECT NO.
SCALE:
DATE
APPR.
REV.
H  H
ENGINEERING
ASSOCIATES
232 Greenmanville Ave.
Suite 201
Mystic, CT 06355
860-980-8008
ƶƶƶ.hh-engineers.com
PREPARED FOR:
PROPERTY ADDRESS:
PHOTOMETRIC PLAN
PARKING LOT EXPANSION
174 CROSS ROAD, WATERFORD, CT 06385
ENGR GROUP LLC
174 CROSS ROAD, WATERFORD, CT 06385
2023-0108
1" = 20'
SMM
6/5/2024
SMM
6/5/2024
PH-1
3
4
Z:\SHARED\H+H ENGINEERING ASSOCIATES\PROJECTS\2023\2023-0108 - CHAUDHRY - 174 CROSS RD, WATERFORD\DWGS\PHOTOMETRIC PLAN.DWG
 Tab: PHOTOMETRIC Saved: 6/5/2024 12:00 PM  Plotted: 6/5/2024 12:56 PM
GENERAL NOTES:
1.
PHOTOMETRIC PLAN PROVIDED BY LIGHTING AFFILIATES
Luminaire Schedule
Qty
Label
Arrangement
Luminaire Lumens
Luminaire Watts
LLF
BUG Rating
Mounting Height
Description
2
W4
Single
8081
71
0.900
B2-U0-G2
13
Lithonia  DSXW2 LED 30C 700 40K TFTM MVOLT BBW PIR DDBXD
Calculation Summary
Label
CalcType
Units
Avg
Max
Min
Avg/Min
Max/Min
REAR SITE
Illuminance
Fc
0.62
7.0
0.0
N.A.
N.A.
PARKING
Illuminance
Fc
1.32
4.4
0.1
13.20
44.00

29798
No.
M.
M
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A
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DESCRIPTION OF REVISION
DRAWING
SHEET NUMBER:
OF
CHECKED BY:
DATE:
DRAWN BY:
DATE:
PROJECT NO.
SCALE:
DATE
APPR.
REV.
H  H
ENGINEERING
ASSOCIATES
232 Greenmanville Ave.
Suite 201
Mystic, CT 06355
860-980-8008
ƶƶƶ.hh-engineers.com
PREPARED FOR:
PROPERTY ADDRESS:
CONSTRUCTION DETAILS
PARKING LOT EXPANSION
174 CROSS ROAD, WATERFORD, CT 06385
ENGR GROUP LLC
174 CROSS ROAD, WATERFORD, CT 06385
2023-0108
AS NOTED
SMM
3/20/2024
SMM
3/20/2024
DT-1
4
4
1
REVISIONS PER PRELIMINARY STAFF REVIEW COMMENTS
3/27/2024
SMM
2
REVISIONS PER PRE-APP REVIEW COMMENTS
6/5/2024
SMM
Z:\SHARED\H+H ENGINEERING ASSOCIATES\PROJECTS\2023\2023-0108 - CHAUDHRY - 174 CROSS RD, WATERFORD\DWGS\DETAILS.DWG
 Tab: DETAILS Saved: 6/5/2024 12:00 PM  Plotted: 6/5/2024 12:56 PM
COUPLING OF ADJACENT STAKES
INSTALLATION NOTES FOR SILT FENCE:
1.
PLACE SILT FENCE ON CONTOUR AND WITH LAST STAKES UPSLOPE SO THAT
THE TOP OF LAST SEVERAL STAKES ARE HIGHER THAN LINE OF SILT FENCE.
2.
EXCAVATE TRENCH 6"  MIN. AND PLACE FILL UPSLOPE OF TRENCH.
3.
PLACE HAY BALE AND STAKE FIRST STAKE AT ANGLE TOWARDS FIRST BAKE.
STAKES ARE 18" MIN. INTO GROUND.
4.
WEDGE LOOSE HAY BETWEEN BALES.
5.
BACKFILL & COMPACT EXCAVATED FILL ALONG UPHILL SIDE OF HAY BALE.
TYPICAL SEDIMENT BARRIER DETAIL
NOT TO SCALE
36"
6"
2"x2"x48"
WOOD POST
SILT FENCE
FINISH
GRADE
80°
COMPACTED
BACKFILL
12"
MANUFACTURER'S
COUPLER OR BIND
WITH WIRE
SECTION 'A'
STAKE 'A'
STAKE 'B'
SECTION 'B'
SECTION 'B'
STAKE 'B'
SECTION 'A'
STAKE 'B'
1
3B
3A
5
NOTES:
1.
PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. WHEN USING
CELL-O-SEED DO NOT SEED PREPARED AREA.  CELL-O-SEED MUST BE  INSTALLED WITH PAPER SIDE DOWN.
2.
BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6"  (15cm)  DEEP x 6"  (15cm),  WIDE TRENCH WITH APPROXIMATELY 12"
(30CM) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH.  ANCHOR THE BLANKET WITH A ROW OF
STAPLES/STAKES  APPROXIMATELY 12"  (30cm)  APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER
STAPLING.  APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12"  (30cm),   PORTION OF BLANKET BACK OVER SEED AND COMPACTED
SOIL.  SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES  SPACED APPROXIMATELY 12"  (30cm)  APART ACROSS THE
WIDTH OF THE BLANKET.  IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6"  (15  cm) MAY BE
NECESSARY TO PROPERLY SECURE THE BLANKETS.
3.
ROLL THE BLANKETS (A.)  DOWN OR (B.)  HORIZONTALLY ACROSS THE SLOPE.  BLANKETS WILL UNROLL WITH APPROPRIATE SIDE  AGAINST
THE SOIL SURFACE.  ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES  IN APPROPRIATE
LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.  WHEN USING OPTIONAL DOT SYSTEM TM, STAPLES/STAKES  SHOULD BE PLACED
THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4.
THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5"  (5czm-12.5cm),  OVERLAP DEPENDING ON BLANKET TYPE.
TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH
THE COLORED SEAM STITCH TM ON THE PREVIOUSLY INSTALLED BLANKET.
5.
CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE  3"  (7.5cm)
OVERLAP.  STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm), APART ACROSS ENTIRE BLANKET WIDTH.
4
2
EROSION CONTROL BLANKET DETAIL
NOT TO SCALE
2"-5"
(5cm -
12.5cm)
12"
(30cm)
6"
(15cm)
6"
(15cm)
NORTH AMERICAN GREEN
BIONET BIODEGRADABLE
EROSION CONTROL BLANKET
3"
(7.5cm)
FINISHED GRADING,
TOPSOIL & SEEDING
FLOW
HAIR BROOM FINISH
CONTINUOUS TOOLED JOINT
1" RADIUS
6" SMOOTH FACE
20"
CONCRETE SIDEWALK WITH MONOLITHIC CURB
NOT TO SCALE
1/4"/FT
6x6-W1.4xW1.4
WELDED WIRE FABRIC
CLASS 'C' CONCRETE
COMPACTED PROCESSED
GRAVEL BASE
COMPACTED SUBGRADE
NOTE: TOOLED JOINTS AT 5' ON CENTER
AND CONSTRUCTION JOINTS WITH
PREMOLDED STRIP AT 15' ON CENTER
PAVEMENT
FINISH GRADE
6"
6"
2"
14"
6"
12"
1
1
4"
6"
4'
GRASS PAVER UNIT
SOD PLUG OR GRASS SEED
BEDDING COURSE - 1-1/2" TO 2"
ASTM No. 8 AGGREGATE
BASE COURSE - 4"
ASTM No. 57 AGGREGATE
COMPACTED SOIL PERIMETER
GEOTEXTILE FABRIC
REPLACE FILL MATERIAL
WITH ASTM C-33 SAND TO
EXISTING SUBSOIL LAYER
TURFSTONE PAVER DETAIL
NOT TO SCALE
1" RADIUS
SEE TYPICAL PAVEMENT
X-SECTION DETAIL
COMPACTED
SUBGRADE
NOTE: CURB SHALL BE PRECAST OR CAST IN PLACE
6"
6"
1'-2"
6"
FINISHED GRADE
1/4" RADIUS
CONCRETE CURB
NOT TO SCALE
TEST HOLE 1
0"-17"
FILL
17"-25"
ORANGE-BROWN FINE SANDY LOAM
25"-39"
ORANGE-BROWN LOAMY FINE SAND W/
COBBLES & BOULDERS
39"-70"
GREY FINE-MEDIUM SAND W/ COBBLES &
DECOMPOSING ROCK
NO MOTTLING
NO GROUNDWATER
NO REFUSAL
NO ROOTS
  TEST PIT RESULTS
  DATE: FEBRUARY 19, 2024
  RECORDED BY:  SEAMUS MORAN, P.E.
                                 (H+H ENGINEERING ASSOCIATES, LLC)
TEST HOLE
BOT. OF BOREHOLE
DEPTH (INCHES)
PERMEABILITY
(FEET/DAY)
1
29
7.2
2
39
12.7
2
71
24.6
  PERMEABILITY TEST RESULTS
  CONDUCTED BY:  RICHARD SNARSKI, SOIL SCIENTIST
                                     (NEW ENGLAND ENVIRONMENTAL
                                      SERVICES)
TEST HOLE 2
0"-31"
FILL
31"-43"
ORIGINAL TOPSOIL
43"-58"
ORANGE-BROWN FINE SANDY LOAM
58"-76"
GREY MEDIUM SAND W/ COBBLES &
BOULDERS
NO MOTTLING
NO GROUNDWATER
REFUSAL @ 76"
ROOTS TO 55"
SUBGRADE
1'-6"
1'-10"
1'-4"
1'-10"
NOTE: DIMENSIONS MAY VARY WITH ENGINEER'S APPROVAL.
REBAR
(TYP)
10"
7"
3"
4"
4"
1/2"
3/4" DIAMETER HOLE
FOR 1/2" DIA. ANCHOR
ROD 36" LONG
7"
7"
1'-6"
TOOLED JOINT
(1" DEEP)
B
A
A
A
NEW CONCRETE
SIDEWALK
CONSTRUCTION JOINT:
1/2" PRE-MOLDED
BITUMINOUS EXPANSION
JOINT MATERIAL
WIDTH
(W)
A
B
4'
4'
12'
5'
5'
15'
6'
6'
18'
W
PRECAST CONCRETE WHEEL STOP
NOT TO SCALE
DRAINAGE SLOT
SECTION
ELEVATION
CONCRETE SIDEWALK
NOT TO SCALE
NOTES:
1.
MATERIAL AND COLOR FOR DOUBLE SWING GATES SHALL MATCH
FENCING AS SELECTED BY ARCHITECT.
2.
ALL DIMENSIONS ARE APPROXIMATE AND ARE INTENDED TO
ACCOMMODATE THE EXISTING DUMPSTER(S).
3.
ENCLOSURE STYLE AND COLOR TO BE DETERMINED BY OWNER.
DUMPSTER
9.5'
SUPPORT POST (TYP.)
8' HIGH
VINYL FENCE
CONCRETE
PAD
DOUBLE SWING
GATE OR EQUAL
DUMPSTER
DUMPSTER ENCLOSURE DETAIL
NOT TO SCALE
8' O.C.
6"
5'-6"
4" (MAX.)
3'-6"
SOLID UNIVERSAL
BOARD FENCE
(STYLE TO BE
DETERMINED
BY OWNER)
6"x6" POST WITH
1/2" CHAMFERED EDGE
AS SHOWN SET 36" MIN.
INTO GRADE
ORNAMENTAL POST
CAP (OPTIONAL)
PLAN
20'
DUMPSTER ENCLOSURE/FENCE ELEVATION
NOT TO SCALE
X
X
X
X
X
X
NOTES:
1.
ALL COMPACTION TO BE 95% STANDARD
PROCTOR DENSITY
2.
CONCRETE TO BE 3,500 PSI COMPRESSIVE
STRENGTH AT 28 DAYS.
3.
SEE PLAN FOR LOCATION AND SIZE OF PAD.
5" CLASS 'A' CONCRETE
6x6 W 2.9 x W 2.9 GALVANIZED
OR EPOXY COATED MESH
8" COMPACTED GRAVEL BASE
COMPACTED SUBGRADE OR
UNDISTURBED MATERIAL
SECTION
CONCRETE DUMPSTER PAD
1/4" PER FOOT CROSS-SLOPE
NOT TO SCALE
6'-0" (MAX.)