Conservation Commission Regular Meeting Materials (linked)

DETAILS
VERTICAL SECTION 
NOT TO SCALE
PRECAST CONCRETE STORM MANHOLE
1
1
PLAN
RUBBER GASKET JOINT, TYP.
FINISHED GRADE
MORTAR FROSTPROOFING
T.F. ELEVATION POINT OF
APPLICATION (COVER CENTER)
MANHOLE FRAME AND COVER
SEE DETAIL THIS SHEET
ADJUST FRAME ELEVATION TO GRADE
WITH BRICK, CONCRETE BLOCK
MASONRY OR PRECAST CONCRETE
GRADE RINGS (12" MAX.) AS REQUIRED
2'-0" DIA.
5" MIN.
5" MIN.
4'-0"
36"
VARIES
PRECAST CONCRETE
ECCENTRIC CONE SECTION
PRECAST CONCRETE RISER
SECTIONS AS REQUIRED
36" OR 48"
PRECAST CONCRETE
BASE SECTION
8" THICKNESS 3/4" CRUSHED STONE
IN GEOTEXTILE ENVELOPE
MANHOLE STEP, TYP.
SEE DETAIL THIS SHEET
TYP.
12"
PLAN
8"
1 3/8"
24"
21 3/4"
SECTION A-A
34"
24 5/8"
NOT TO SCALE
STORM MANHOLE FRAME AND COVER
A
A
NOTES:
1. HEAVY DUTY, WATERTIGHT, BOLTED COVER MANHOLE FRAME AND COVER-
PATTERN NUMBER 1007 CAMPBELL FOUNDRY COMPANY, NORTH HAVEN,
CONNECTICUT OR APPROVED EQUAL.
2. THE DESIGNATION "STORM SEWER" SHALL BE CAST IN THE MANHOLE COVER.
S
E
W
E
R
S
T
O
R
M
SECTION A-A
PRECAST CONCRETE OUTLET CONTROL STRUCTURE
1/2"=1'-0"
PLAN
6'-0"
5'-0"
6'-0"
5'-0"
7'-6"
6'-4"
8"
6"
STORM MANHOLE FRAME AND COVER
SEE DETAIL THIS SHEET
A
A
6"
8" THICKNESS 3/4" CRUSHED STONE
IN GEOTEXTILE ENVELOPE
6"
24" CPEP
15" CPEP
T.F. ELEVATION POINT OF
APPLICATION (COVER CENTER)
PRECAST CONCRETE
ENTRANCE SLAB
SECTION B-B
4" DIA. ORIFICE C EL. 137.47
WEIR CREST EL. 141.75
B
B
SECTION AT STRUCTURE WALL
NOT TO SCALE
POLYPROPYLENE MANHOLE STEP
SECTION A-A
8 1/4"
1 3/8"
3 1/8"
A
A
5 1/8"
1 3/16"
15 7/16"
14"
1/2" DIA. GRADE 60
STEEL REINFORCEMENT
INV. 137.00
141.75
INV. 137.00
24" CPEP
15" CPEP
REVISIONS
DATE
DESCRIPTION
NO.
Civil Engineers & Land Surveyors, P.C.
Telephone: (203) 245-0722
60 Wall Street
Madison, Connecticut  06443-0708
P.O. Box 708
Summer Hill
REVISIONS:
TITLE:
PREPARED BY:
908 HARTFORD TURNPIKE (CONN. ROUTE 85)
ESTATE OF CONSTANCE RICE
OF
LAND
SEAL:
WATERFORD, CONNECTICUT
SHEET NO.:C3.2
MJO
LJM
AS NOTED
7-1-21
DATE:
SCALE:
DESIGNED:
CHECKED:
PROJECT NO.:
FIELD BOOK:
SHEET:
21-07
-
PROJECT:
PEQUOT APARTMENTS
908 HARTFORD TURNPIKE (CONN. ROUTE 85)
WATERFORD, CONNECTICUT
6
5
4
3
B
C
D
E
F
G
A
1
2
H
6" PVC
VERTICAL SECTION 
NOT TO SCALE
PRECAST CONCRETE SHALLOW STORM MANHOLE
5" MIN.
4'-0" 
5" MIN.
BUTYL RUBBER SEALANT JOINT, TYP.
1
1
NOTES:
1. FILL ALL LIFTING HOLES WITH MORTAR.
2. PRECAST CONCRETE REINFORCEMENT
NOT SHOWN.  MINIMUM PRECAST
CONCRETE REINFORCEMENT SHALL BE
    IN ACCORDANCE WITH ASTM C478.
PLAN
MORTAR FROSTPROOFING
MANHOLE FRAME AND COVER
SEE DETAIL THIS SHEET
ADJUST FRAME ELEVATION TO GRADE
WITH BRICK OR CONCRETE BLOCK
MASONRY OR PRECAST CONCRETE
GRADE RINGS (10" MAX.) AS REQUIRED
PRECAST CONCRETE 
ECCENTRIC ENTRANCE SLAB 
36" OR 48" BASE SECTION
12"
MANHOLE STEP, TYP.
SEE DETAIL THIS SHEET
12"
TYP.
8"
8" THICKNESS 3/4" CRUSHED STONE
IN GEOTEXTILE ENVELOPE
SUBGRADE ELEVATION
VARIES
4"
STORM SEWER
4" (12" MIN. IN ROCK EXCAVATION)
EQ.
EQ.
I.D. + 2'-0"
GRANULAR FILL
GRANULAR FILL UNDER PAVED
AREAS, OTHERWISE COMMON
EARTH FILL EXCEPT AS
ORDERED BY THE  ENGINEER
UNDER ALL PAVED AREAS:
SEE APPLICABLE PAVEMENT OR PAVEMENT
REPAIR DETAIL ABOVE THIS ELEVATION
UNLESS OTHERWISE SHOWN ON THE
DRAWINGS OR ORDERED BY THE ENGINEER
UNDER ALL UNPAVED AREAS:
6" TOPSOIL ABOVE THIS ELEVATION UNLESS
OTHERWISE SHOWN ON THE DRAWINGS OR
ORDERED BY THE ENGINEER
UNDISTURBED GROUND OR
PREPARED SUBGRADE AND
VERTICAL EXCAVATION  LIMIT
UNLESS OTHERWISE ORDERED BY
THE ENGINEER
NOTE:
IN UNSUITABLE SOIL CONDITIONS OR
ROCK, PROVIDE ADDITIONAL GRANULAR
FILL BEDDING OR 3/4" CRUSHED STONE
WRAPPED IN GEOTEXTILE BELOW THE
VERTICAL EXCAVATION LIMIT.
SECTION
STORM SEWER TRENCH
NOT TO SCALE
BRICK MASONRY OR CONCRETE FILL INVERT
NOTES:
1. FILL ALL LIFTING HOLES WITH MORTAR.
2. PRECAST CONCRETE REINFORCEMENT
NOT SHOWN.  MINIMUM PRECAST
CONCRETE REINFORCEMENT SHALL BE
    IN ACCORDANCE WITH ASTM C478.
BRICK MASONRY OR CONCRETE FILL INVERT
7" DIA. ORIFICE C EL. 140.00
L
L

DETAILS
SUBSURFACE STORMWATER DETENTION SYSTEM
1/8"=1'-0"
PLAN
1/2"=1'-0"
TYPICAL CROSS SECTION
TOP CHAMBER EL. 142.30
BOTTOM CHAMBER  EL. 137.30
128'-2"
ADS STORMTECH MC-4500 CHAMBER, TYP.
1 1/2" CRUSHED STONE
9"
12"
PARKING AREA PAVEMENT SECTION
SEE DETAIL SHEET C3.6
NON-WOVEN GEOTEXTILE
(DRAINAGE/SEPARATION)
12" THICKNESS 3/4" CRUSHED STONE BASE
NON-WOVEN GEOTEXTILE
(SEPARATION)
12"
9"
9"
CHAMBER INSPECTION PORT
1/4"=1'-0"
12" THICKNESS 3/4" CRUSHED STONE
SECTION A-A
NOT TO SCALE
ACCESS FRAME AND COVER
PLAN
8"
1"
10"
9"
16"
A
NOTE:
HEAVY DUTY, BOLTED COVER ACCESS FRAME AND COVER-
PATTERN NUMBER 4155, CAMPBELL FOUNDRY COMPANY, NORTH HAVEN,
CONNECTICUT OR APPROVED EQUAL.
A
4"
SET FRAME IN 2500 PSI
CONCRETE
ACCESS FRAME AND COVER
SEE DETAIL THIS SHEET
4" SOLID WALL PVC ASTM D3034 SDR-35
PVC FEMALE THREADED ADAPTER
PVC THREADED PLUG
ELEVATION
FINISHED PAVEMENT SURFACE
1'-6"
9"
144'-4"
46'-8"
REVISIONS
DATE
DESCRIPTION
NO.
Civil Engineers & Land Surveyors, P.C.
Telephone: (203) 245-0722
60 Wall Street
Madison, Connecticut  06443-0708
P.O. Box 708
Summer Hill
REVISIONS:
TITLE:
PREPARED BY:
908 HARTFORD TURNPIKE (CONN. ROUTE 85)
ESTATE OF CONSTANCE RICE
OF
LAND
SEAL:
WATERFORD, CONNECTICUT
SHEET NO.:C3.3
MJO
LJM
AS NOTED
7-1-21
DATE:
SCALE:
DESIGNED:
CHECKED:
PROJECT NO.:
FIELD BOOK:
SHEET:
21-07
-
PROJECT:
PEQUOT APARTMENTS
908 HARTFORD TURNPIKE (CONN. ROUTE 85)
WATERFORD, CONNECTICUT
6
5
4
3
B
C
D
E
F
G
A
1
2
H

DETAILS
SECTION A-A
NOT TO SCALE
SANITARY MANHOLE FRAME AND COVER
PLAN
A
8"
21 3/4"
36"
24 1/8"
NOTE:
HEAVY DUTY, WATERTIGHT, BOLTED COVER TYPE MANHOLE FRAME AND
COVER-PATTERN NUMBER 12210100, CAMPBELL FOUNDRY COMPANY,
NORTH HAVEN, CONNECTICUT OR APPROVED EQUAL.
48"
S
E
W
E
R
S
E
W
E
R
A
23 7/8"
1 1/8"
VERTICAL SECTION 
RUBBER GASKET JOINT, TYP.
1
1
NOT TO SCALE
SANITARY MANHOLE 
8" THICKNESS 3/4" CRUSHED STONE
WRAP CRUSHED STONE IN GEOTEXTILE
NOTES:
1. FILL ALL LIFTING HOLES WITH MORTAR.
2. PRECAST CONCRETE REINFORCEMENT NOT SHOWN.
MINIMUM PRECAST CONCRETE REINFORCEMENT SHA
BE IN ACCORDANCE WITH ASTM C478.
FLOW
FLEXIBLE PIPE TO MANHOLE CONNECTOR, TYP
SEE DETAIL THIS SHEET
5" MIN.
5" MIN.
36" OR 48"
4'-0"
VARIES
MANHOLE STEP, TYP.
SEE DETAIL THIS SHEET
PRECAST CONCRETE
BASE SECTION
PRECAST CONCRETE RISER
SECTIONS AS REQUIRED
PLAN
3'-0" DIA.
36"
12"
TYP.
PRECAST CONCRETE
ECCENTRIC CONE SECTION
FINISHED GRADE
MORTAR FROSTPROOFING, TYP.
ADJUST FRAME ELEVATION TO GRADE
WITH BRICK, CONCRETE BLOCK
MASONRY OR PRECAST CONCRETE
GRADE RINGS (12" MAX.) AS REQUIRED
T.F. ELEVATION POINT OF
APPLICATION (COVER CENTER)
MANHOLE FRAME AND COVER
SEE DETAIL THIS SHEET
BRICK MASONRY OR CONCRETE FILL
INVERT AND SHELF
1 /2" / FT, TYP.
(1) PICK HOLE
(4) 1/2"-13 S.S. HEX HEAD
BOLT AND WASHER
DETAIL
1/2"
5/8"
1 1/2"
(8) 1 1/2" DIA. BOLT HOLES
ON 42" DIA. BOLT CIRCLE
NOT TO SCALE
FLEXIBLE PIPE TO MANHOLE CONNECTOR
VARIES
VARIES
NEOPRENE BOOT
EXTERNAL CLAMP
INTERNAL EXPANSION
BAND
SUBGRADE ELEVATION
VARIES
6"
SANITARY  SEWER
6" (12" MIN. IN ROCK EXCAVATION)
EQ.
EQ.
I.D. + 2'-0"
GRANULAR FILL
SECTION
SANITARY SEWER TRENCH
NOT TO SCALE
GRANULAR FILL UNDER PAVED
AREAS, OTHERWISE COMMON
EARTH FILL EXCEPT AS
ORDERED BY THE  ENGINEER
UNDER ALL PAVED AREAS:
SEE APPLICABLE PAVEMENT OR PAVEMENT
REPAIR DETAIL ABOVE THIS ELEVATION
UNLESS OTHERWISE SHOWN ON THE
DRAWINGS OR ORDERED BY THE
ENGINEER
UNDER ALL UNPAVED AREAS:
6" TOPSOIL ABOVE THIS ELEVATION
UNLESS OTHERWISE SHOWN ON THE
DRAWINGS OR ORDERED BY THE
ENGINEER
UNDISTURBED GROUND OR
PREPARED SUBGRADE AND
VERTICAL EXCAVATION  LIMIT
UNLESS OTHERWISE ORDERED BY
THE ENGINEER
NOTE:
IN UNSUITABLE SOIL CONDITIONS OR
ROCK, PROVIDE ADDITIONAL GRANULAR
FILL BEDDING OR ADDITIONAL 3/4"
CRUSHED STONE WRAPPED IN
ADDITIONAL GEOTEXTILE BELOW THE
VERTICAL EXCAVATION LIMIT.
2'-0"
WARNING TAPE
COLOR-GREEN, MARKED
"CAUTION SEWER LINE BELOW"
2'-0" MIN.
ALUMINUM MANHOLE STEP
NOT TO SCALE
13/16"
7/8"
9 5/16"
13 3/4"
3 3/4"
2"
1/4" 1/4"
1/8"
SECTION
SANITARY CLEANOUT
FINISHED GRADE
NOT TO SCALE
CAST IRON ADAPTOR AND SCREW PLUG
PVC PLUG
45° PVC BEND
45° PVC WYE
ELEVATION
VARIES
PLAN
PVC PLUG
45° PVC BEND
45° PVC WYE
SEWER
4"
1'-6"
SET FRAME IN 2500 PSI
CONCRETE
ACCESS FRAME AND COVER
SEE DETAIL THIS SHEET
NOTE:
ALL PIPE AND FITTINGS USED IN
CONSTRUCTION OF CLEANOUT SHALL BE
THE SAME SIZE AS SEWER
SECTION A-A
NOT TO SCALE
SANITARY CLEANOUT ACCESS FRAME AND COVER
PLAN
8"
1"
10"
9"
16"
A
NOTE:
HEAVY DUTY, BOLTED COVER ACCESS FRAME AND COVER-
PATTERN NUMBER 4155 AS MANUFACTURED BY CAMPBELL FOUNDRY
COMPANY, NORTH HAVEN, CONNECTICUT OR APPROVED EQUAL.
A
REVISIONS
DATE
DESCRIPTION
NO.
Civil Engineers & Land Surveyors, P.C.
Telephone: (203) 245-0722
60 Wall Street
Madison, Connecticut  06443-0708
P.O. Box 708
Summer Hill
REVISIONS:
TITLE:
PREPARED BY:
908 HARTFORD TURNPIKE (CONN. ROUTE 85)
ESTATE OF CONSTANCE RICE
OF
LAND
SEAL:
WATERFORD, CONNECTICUT
SHEET NO.:C3.4
MJO
LJM
AS NOTED
7-1-21
DATE:
SCALE:
DESIGNED:
CHECKED:
PROJECT NO.:
FIELD BOOK:
SHEET:
21-07
-
PROJECT:
PEQUOT APARTMENTS
908 HARTFORD TURNPIKE (CONN. ROUTE 85)
WATERFORD, CONNECTICUT
6
5
4
3
B
C
D
E
F
G
A
1
2
H
SANITARY SEWER SLEEVE
NOT TO SCALE
10'
STORM SEWER
SANITARY SEWER
10'
8" DIA. PVC ASTM D3034 SDR-35 SLEEVE
W/RUBBER COMPRESSION GASKET OR
SOLVENT WELD FITTINGS AND JOINTS

SECTION
STANDARD GATE BOX ASSEMBLY
2'-1/2"
CAST IRON DROP COVER
MARKED 'WATER'
VARIES
WATER
BASE SECTION
TOP SECTION
60" MAX.
SECTION
BUFFALO SCREW TYPE CURB BOX
NOT TO SCALE
CAST IRON LID
COVER
HYDRANT ASSEMBLY
NOT TO SCALE
2"
FINISHED GRADE
GATE VALVE
CONCRETE BLOCK SUPPORT
3'-0"
4'-6" MIN. BURY DEPTH
FACE OF CURB
BREAKAWAY FLANGE
AS REQUIRED
CONCRETE BLOCK SUPPORT
AS REQUIRED
TAPPING SLEEVE
TAPPING VALVE
GATE BOX ASSEMBLY
SEE DETAIL THIS SHEET
CONCRETE THRUST BLOCK
DO NOT BLOCK BASE DRAIN
3/4" CRUSHED STONE 12 CUBIC FEET
MINIMUM IN GEOTEXTILE ENVELOPE
PUMPER NOZZLE
TOWARD DRIVEWAY
W
A
T
R
E
VARIES
VARIES
5 3/4"
NOT TO SCALE
SECTION
WATER SERVICE INSTALLATION SCHEMATIC
NOT TO SCALE
WATER MAIN
CORPORATION STOP
WATER SERVICE
CURB STOP
4'-6" MIN.
FINISHED GRADE
DOUBLE STRAP SERVICE
SADDLE
TO BUILDING
WATER UTILITY MAINTAINED
PROPERTRY OWNER MAINTAINED
CONCRETE THRUST BLOCKS FOR 12 INCH AND SMALLER MAINS
NOT TO SCALE
3D
STANDARD RESTRAINED JOINTS
NOT TO SCALE
DETAIL
M.J. RETAINER GLAND
M.J. FITTING
SEE DETAIL
RESTRAINT RING
3/4" HOT-DIPPED GALVANIZED
CONNECTING TIE ROD
(12" MIN. LENGTH)
PUSH-ON JOINT RESTRAINT USING M.J. RETAINER GLANDS
M.J. RETAINER GLANDS
4D
6D
PLAN
PLAN
PLAN
3-WAY TEE
90° BEND
22.5° OR 45° BEND
DETAILS
REVISIONS
DATE
DESCRIPTION
NO.
Civil Engineers & Land Surveyors, P.C.
Telephone: (203) 245-0722
60 Wall Street
Madison, Connecticut  06443-0708
P.O. Box 708
Summer Hill
REVISIONS:
TITLE:
PREPARED BY:
908 HARTFORD TURNPIKE (CONN. ROUTE 85)
ESTATE OF CONSTANCE RICE
OF
LAND
SEAL:
WATERFORD, CONNECTICUT
SHEET NO.:C3.5
MJO
LJM
AS NOTED
7-1-21
DATE:
SCALE:
DESIGNED:
CHECKED:
PROJECT NO.:
FIELD BOOK:
SHEET:
21-07
-
PROJECT:
PEQUOT APARTMENTS
908 HARTFORD TURNPIKE (CONN. ROUTE 85)
WATERFORD, CONNECTICUT
6
5
4
3
B
C
D
E
F
G
A
1
2
H
SERVICE CURB BOX
SEE DETAIL THIS SHEET
HIGHWAY LINE OR STREET LINE
SECTION
WATER MAIN OR SERVICE TRENCH
NOT TO SCALE
1'-6"
6" (12" MIN. IN ROCK EXCAVATION)
3'-6" MIN.
WATER MAIN OR SERVICE
SAND BEDDING
UNDISTURBED GROUND OR
PREPARED SUBGRADE AND
VERTICAL EXCAVATION LIMIT
UNLESS OTHERWISE ORDERED
BY THE ENGINEER
1'-6"
GRANULAR FILL UNDER PAVED
AREAS, OTHERWISE COMMON
EARTH FILL EXCEPT AS ORDERED
BY THE ENGINEER
SUBGRADE ELEVATION
UNDER ALL PAVED AREAS:
SEE APPLICABLE PAVEMENT OR PAVEMENT
REPAIR DETAIL ABOVE THIS ELEVATION
UNLESS OTHERWISE SHOWN ON THE
DRAWINGS OR ORDERED BY THE ENGINEER
UNDER ALL UNPAVED AREAS:
6" TOPSOIL ABOVE THIS ELEVATION UNLESS
OTHERWISE SHOWN ON THE DRAWINGS OR
ORDERED BY THE ENGINEER
NOTE:
IN UNSUITABLE SOIL CONDITIONS OR ROCK,
PROVIDE ADDITIONAL SAND BEDDING OR
ADDITIONAL 3/4" CRUSHED STONE WRAPPED
IN GEOTEXTILE BELOW THE VERTICAL
EXCAVATION LIMIT.
2'-0"
NON-DETECTABLE
WARNING TAPE
MARKED "WATER"
COLOR-BLUE
VARIES
TO FINISHED GRADE
4'-6" COVER MIN.
MUELLER WATER PRODUCTS, INC.
SUPER CENTURION   WATER UTILITY
APPROVED FIRE HYDRANT
R

DETAILS
TYPE II SIDEWALK RAMP
1/2"=1'-0"
NOTES:
1. RAMP AND LANDING SLOPE VALUES SHOWN ARE DESIGN SLOPES WITH AN
    ALLOWABLE CONSTRUCTION TOLERANCE OF ±0.5%.  THE CONSTRUCTED RAMP
    AND LANDING SLOPE SHALL NOT EXCEED 8.33% AND 2.00% RESPECTIVELY.
2. RAMP AND LANDING CROSS SLOPE DESIGN VALUES ARE 1.5% WITH A
   CONSTRUCTION TOLERANCE OF ±0.5%.  THE CONSTRUCTED RAMP AND LANDING
   CROSS SLOPE SHALL NOT EXCEED 2.00%.
A
RAMP SECTION
SIDEWALK
A
PLAN
RAMP SECTION
SIDEWALK
LANDING
4'-0" MIN.
MAX.
12:1
MAX.
12:1
RAMP SECTION
4'-0"
FACE OF CURB
TOP OF CURB
FACE OF CURB
BOTTOM OF LANDING
RAMP SECTION
SECTION A-A
LANDING
8"
2"
2"
WWF 6x6-W2.9xW2.9
2'-0"
3"
5"
GUTTER LINE
3"
1'-6"
2"
S=1.5%
DETECTABLE
WARNING
PLATE
TOP OF LANDING
ELEVATION
NOT TO SCALE
DETECTABLE WARNING PLATE DETAILS
CAST IRON DETECTABLE WARNING PLATE
NOT TO SCALE
4'-0"
PLAN
SECTION A-A
2'-0"
A
SECTION B-B
4'-0"
2'-0"
A
SECTION
PLAN
1.6" MIN.-2.4" MAX.
0.20"
0.90" MIN.-1.4" MAX.
50%-65% OF BASE DIAMETER
0.015"
TRUNCATED DOME
1.6" MIN.-2.4" MAX.
0.65" MIN.
B
B
NOTE:
CAST IRON DETECTABLE WARNING PLATE, NEENAH FOUNDRY,
NEENAH WISCONSON OR APPROVED EQUAL.
TYPE I SIDEWALK RAMP
PLAN
ELEVATION
A
LANDING
MAX.
WARPED SECTION
WARPED SECTION
FLARE 12:1 MAX.
4'-0"
FACE OF CURB
FLARE 12:1 MAX.
TOP OF CURB
TOP OF RAMP
FACE OF CURB
NOT TO SCALE
BOTTOM OF RAMP
SECTION A-A
RAMP SECTION
8"
2"
2"
LANDING
WWF 6x6-W2.9xW2.9
2'-0"
3"
4'-0" MIN.
5"
GUTTER LINE
3"
1'-6"
2"
S=7.1%
S=1.5%
RAMP SECTION
4'-0"
SIDEWALK
4'-0" MIN.
12:1
A
RAMP FLUSH WITH
TOP OF  FLUSH
CONCRETE CURBING
DETECTABLE
WARNING
PLATE
NOTES:
1. RAMP AND LANDING SLOPE VALUES SHOWN ARE DESIGN SLOPES WITH AN
    ALLOWABLE CONSTRUCTION TOLERANCE OF ±0.5%.  THE CONSTRUCTED RAMP
    AND LANDING SLOPE SHALL NOT EXCEED 8.33% AND 2.00% RESPECTIVELY.
2. RAMP AND LANDING CROSS SLOPE DESIGN VALUES ARE 1.5% WITH A
   CONSTRUCTION TOLERANCE OF ±0.5%.  THE CONSTRUCTED RAMP AND LANDING
   CROSS SLOPE SHALL NOT EXCEED 2.00%.
MAX.
12:1
SIDEWALK
NOT TO SCALE
CONCRETE SIDEWALK 
SECTION B-B
OR AS INDICATED ON THE DRAWINGS
EXPANSION JOINTS 20' O.C.
CONTROL JOINTS EQUALLY SPACED
GRANULAR FILL
SECTION A-A
OR AS INDICATED ON THE DRAWINGS
EXPANSION JOINTS 20' O.C.
EXPANSION JOINT, TYP.
WWF 6x6-W2.9xW2.9
CONTROL JOINT, TYP.
EXPANSION JOINT, TYP.
2"
1 1/2", TYP.
2"
EQ.
EQ.
5" 
8"
WWF 6x6-W2.9xW2.9
PLAN
6'-0"
EQ.
CONTROL JOINT, TYP.
EQ.
2", TYP.
6'-0"
B
B
A
A
SEE DETAIL
GRANULAR FILL
SEE DETAIL
NOTES:
1. JOINTS LOCATIONS MAY BE VARIED IN THE FIELD BY THE ENGINEER.
2. SIDEWALK EDGES AND ALONG JOINTS SHALL BE EDGED WITH A 1/4" RADIUS EDGING TOOL.
3. SIDEWALK SURFACE SHALL RECEIVE A LIGHT BROOM FINISH IN THE TRANSVERSE
DIRECTION.  BROOM SURFACE AFTER EDGING ALL SIDEWALK EDGES AND ALONG JOINTS
TO REMOVE EDGING TOOL LINES.
4. SIDEWALK FINISHED SURFACES SHALL MATCH ADJOINING PAVEMENT, SIDEWALK OR TURF
FINISHED SURFACES.
S=0.0208 FT/FT
SEE DRAWINGS FOR
CROSS SLOPE DIRECTION
EXPANSION JOINT
CONTROL JOINT
CONSTRUCTION JOINT
2", TYP.
2" X 1" KEY
1/4" RADIUS, 1/2" DEPTH
TOOLED JOINT
1/2" POLYETHYLENE JOINT
FILLER, SEE NOTE
NOTES:
1. 1/4" RADIUS, 1/2" DEPTH TOOLED JOINT AT CONSTRUCTION, CONTROL AND
EXPANSION JOINTS.
2.  AT EXPANSION JOINTS, SET TOP OF JOINT FILLER 1/2" BELOW FINISHED SIDEWALK
SURFACE.   APPLY JOINT SEALANT FLUSH WITH TOP OF FINISHED SIDEWALK
SURFACE.
NOT TO SCALE
CONCRETE SIDEWALK JOINTS 
RAMP FLUSH WITH
TOP OF  FLUSH
CONCRETE CURBING
REVISIONS
DATE
DESCRIPTION
NO.
Civil Engineers & Land Surveyors, P.C.
Telephone: (203) 245-0722
60 Wall Street
Madison, Connecticut  06443-0708
P.O. Box 708
Summer Hill
REVISIONS:
TITLE:
PREPARED BY:
908 HARTFORD TURNPIKE (CONN. ROUTE 85)
ESTATE OF CONSTANCE RICE
OF
LAND
SEAL:
WATERFORD, CONNECTICUT
SHEET NO.:C3.6
MJO
LJM
AS NOTED
7-1-21
DATE:
SCALE:
DESIGNED:
CHECKED:
PROJECT NO.:
FIELD BOOK:
SHEET:
21-07
-
PROJECT:
PEQUOT APARTMENTS
908 HARTFORD TURNPIKE (CONN. ROUTE 85)
WATERFORD, CONNECTICUT
6
5
4
3
B
C
D
E
F
G
A
1
2
H

DETAILS
SECTION
PART PLAN
6"
7"
PART ELEVATION
6"
1'-8"
1/2" MAX.
6"
1'-8"
TOP OF CURB
1" RADIUS
1/4" RADIUS
PAVEMENT SURFACE 
PAVEMENT SURFACE
NOTES:
1. PROVIDE 1/2" PREFORMED JOINT FILLER JOINTS AT INTERVALS OF
APPROXIMATELY 24 FEET.
3. REFER TO DRAWINGS FOR LOCATIONS OF RADIUS AND TRANSITION
CURBING SECTIONS.
PRECAST CONCRETE CURBING
NOT TO SCALE
1/2" MAX.
ROLLED GRANULAR BASE
8"
4"
PROCESSED AGGREGATE BASE
1 1/2" BITUMINOUS CONCRETE CLASS 1
BINDER COURSE
PARKING AREA PAVEMENT SECTION
NOT TO SCALE
28' 
B
0.0208 FT/FT
4" PROCESSED AGGREGATE BASE
1 1/2"-BITUMINOUS CONCRETE CLASS 2
BINDER COURSE
WEARING COURSE
0.0208 FT/FT
14' LANE
14' LANE
TYPICAL DRIVEWAY CROSS SECTION
PRECAST CONCRETE CURBING, TYP.
NOTES:
1. WHERE ROCK IS ENCOUNTERED WITHIN 12" OF THE SUBBASE SUBGRADE,
REMOVE ROCK AND BACKFILL WITH ROLLED GRANULAR BASE.
2. ALL SHOULDERS AND ALL EARTH SLOPES SHALL RECEIVE A 6" DEPTH OF
TOPSOIL UPON WHICH TURF SHALL BE  ESTABLISHED.
8" ROLLED GRANULAR BASE SUBBASE
6' CONCRETE SIDEWALK
4' SHOULDER
12"
POINT OF APPLICATION
OF GRADE
0.0417 FT/FT
CUT SECTION
FILL SECTION
4
1
1 1/2"-BITUMINOUS CONCRETE CLASS 1
1 1/2 BITUMINOUS CONCRETE CLASS 2
WEARING COURSE
SECTION
SAW CUT
SAW CUT
TRENCH WIDTH
10"
12"
12"
PROCESSED AGGREGATE BASE
LIMITS OF PAVEMENT OVERLAY
10' MIN.
10' MIN.
SEE NOTE 4
SEE NOTE 4
MILL EXISTING PAVEMENT  TO
A 2" DEPTH, TYP.
2"-HMA S0.5 OVERLAY
PLACED IN ONE COURSE
7"-HMA S1 PLACED IN TWO
EQUAL THICKNESS
COURSES
EXISTING UNDISTURBED
PAVEMENT, TYP.
NOTES:
1. CLEAN SAW CUT SURFACES OF EXISTING PAVEMENT AND APPLY BITUMINOUS TACK
COAT JUST PRIOR TO PLACEMENT OF PERMANENT PAVEMENT.
2. MATCH EXISTING ADJOINING PAVEMENT SURFACES WITH PERMANENT PAVEMENT.
3. SEAL SAW CUT JOINTS USING SEALANT MEETING THE REQUIREMENTS OF AASHTO
M324 TYPE II, LATEST REVISION.
4. WIDTH OF REQUIRED MILLING PERPENDICULAR TO CENTER LINE ON EITHER SIDE OF
TRENCH EXCAVATION AS DETERMINED BY THE CT DEPARTMENT OF TRANSPORTATION.
PERMANENT PAVEMENT REPAIR
MILLING AND OVERLAY PERPENDICULAR TRENCHES
NOT TO SCALE
(STATE HIGHWAY)
SAW CUT
SAW CUT
TRENCH WIDTH
15"
12"
12"
4"-HMA S0.5 PLACED IN TWO
EQUAL DEPTH COURSES
SECTION
PROCESSED AGGREGATE BASE
NOTES:
1. CLEAN SAW CUT SURFACES OF EXISTING PAVEMENT AND APPLY BITUMINOUS TACK
COAT JUST PRIOR TO PLACEMENT OF PERMANENT PAVEMENT.
2. MATCH EXISTING ADJOINING PAVEMENT SURFACES WITH PERMANENT PAVEMENT.
EXISTING UNDISTURBED
PAVEMENT, TYP.
TEMPORARY PAVEMENT REPAIR PERPENDICULAR TRENCHES
NOT TO SCALE
(STATE HIGHWAY)
TYPICAL FIRE LANE CROSS SECTION
14'
NOT TO SCALE
NOT TO SCALE
2 1
GRANULAR FILL
8"
OPEN CELL
3 1/8" CONCRETE PAVERS
SEE DETAIL SHEET L2.0
6"
6"
0.0208 FT/FT
2" SAND BASE
REVISIONS
DATE
DESCRIPTION
NO.
Civil Engineers & Land Surveyors, P.C.
Telephone: (203) 245-0722
60 Wall Street
Madison, Connecticut  06443-0708
P.O. Box 708
Summer Hill
REVISIONS:
TITLE:
PREPARED BY:
908 HARTFORD TURNPIKE (CONN. ROUTE 85)
ESTATE OF CONSTANCE RICE
OF
LAND
SEAL:
WATERFORD, CONNECTICUT
SHEET NO.:C3.7
MJO
LJM
AS NOTED
7-1-21
DATE:
SCALE:
DESIGNED:
CHECKED:
PROJECT NO.:
FIELD BOOK:
SHEET:
21-07
-
PROJECT:
PEQUOT APARTMENTS
908 HARTFORD TURNPIKE (CONN. ROUTE 85)
WATERFORD, CONNECTICUT
6
5
4
3
B
C
D
E
F
G
A
1
2
H

DETAILS
18'-0"
10'-0"
NOTE:
ALL LINES SHALL BE 4" WIDE, COLOR-WHITE.
8'-0" MIN.
8'-0"  MIN.
18'-0"
45°, TYP.
3'TYP.
STANDARD PARKING STALL
NOT TO SCALE
VAN RESERVED PARKING STALL
NOT TO SCALE
NOTES:
1. ALL LINES SHALL BE 4" WIDE, COLOR-WHITE.
2. THE SLOPE OF THE PAVEMENT SURFACE WITHIN THE
LIMITS OF THE RESERVED PARKING SPACE SHALL BE
NO GREATER THAN 1:50 IN ANY DIRECTION.
3. STALL AND HATCHED AISLE WIDTHS SHOWN ARE
MINIMUM WIDTHS.
2'-0"
1/2"
1'-1"
C
4"
POST SPACING 10'-0" O.C.
1/2"
4" X 8" RAIL
POST SPACING 10'-0" O.C.
PLAN
1" X 1" CHAMFER, TYP.
5'-4"
FINISHED GRADE
10" X 10" POST
1"=1'-0"
TIMBER POST AND RAIL FENCE
ELEVATION
4"
1/4", TYP.
1 1/2"=1'-0"
SECTION
MORTISE
CROSSWALK
NOT TO SCALE
8'
LENGTH
AS INDICATED ON THE DRAWINGS
NOTES:
1. 16" BARS, 24" SPACES.
2.  ALL BARS COLOR-WHITE.
6" TYP.
2" CL.
6"
8" GRANULAR FILL
2" CL., TYP.
3/4" X 3/4" CHAMFER, TYP.
#4 @18" EA. WAY
NOTE:
SLOPE CONCRETE PAD SURFACE FOR DRAINAGE.
PLAN
8'-0"
16'-0"
NOT TO SCALE
TRASH AND RECYCLING RECEPTACLE AREA CONCRETE PAD
SECTION
TREE PROTECTION ZONE
ELEVATION
4' MIN.
PLAN
TREE PROTECTION ZONE
CONSTRUCTION SAFETY
FENCING, COLOR-ORANGE
CONSTRUCTION SAFETY
FENCING, COLOR-ORANGE
NOTES:
1. TREE PROTECTION ZONE EQUAL TO A CIRCULAR
AREA WITH A DIAMETER EQUAL TO 20 TIMES THE
DIAMETER OF THE TREE AT BREAST HEIGHT.
2. STAKE FENCING USING WOOD OR METAL STAKES
    AT INTERVALS ADEQUATE TO MAINTAIN FENCING
    UPRIGHT.
3. MAINTAIN TREE PROTECTION UNTIL ALL
   CONSTRUCTION ACTIVITIES REQUIRING THE USE
   OF EQUIPMENT AND VEHICLES AND STOCKPILING
   OF MATERIALS IN THE VICINITY OF PROTECTED
   TREE ARE COMPLETE.
TREE PROTECTION
NOT TO SCALE
TP
30" x 30"
SIGN NO.
HEIGHT
MOUNTING
SIZE
SITE SIGNAGE SCHEDULE
5'-0"
R1 (31-0552)
12" x 24"/12" x 6"
5'-0"
R? (31-0629/31-0648)
24" X 18"
5'-0"
-
BE FINED MIN $150
VIOLATERS WILL
RESERVED
PARKING
STATE PERMIT
REQUIRED
VAN
ACCESSIBLE
PEQUOT APARTMENTS
UNITS 21-40
UNITS 1-20
V-LOC SIGN POST ANCHOR
NOT TO SCALE
TRAFFIC DIRECTION
PLAN
SIGN POST
WEDGE
TRAFFIC SIGN POST
NOT TO SCALE
FINISHED GRADE
MOUNTING HEIGHT
PROVIDE 5/16" ZINC PLATED STEEL VANDAL
RESISTANT BOLTS, WASHERS AND NUTS
8"
VARIES
SIGN INSTALLATIONS IN SIDEWALKS:
SIGN INSTALLATIONS IN LANDSCAPED AREAS:
R
VARIES WITH
R
SIGN FACE
ANCHOR TYPE
BALL FINIAL, FINISH COLOR-BLACK
2 3/8" O.D. FLUTED ALUMINUM TUBING POST
MODEL 203-01119, TRAFFIC & PARKING
CONTROL CO., INC. OR APPROVED EQUAL
FINISH COLOR-BLACK
IN SIDEWALK INSTALLATIONS, SEAL OPEN
AREA AROUND SIGN POST AND ANCHOR
V-LOC   MODEL 23-VR1A SIGN POST ANCHOR,
TRAFFIC & PARKING CONTROL, INC. OR
APPROVED EQUAL
V-LOC   MODEL 23-VR2 SIGN POST ANCHOR,
TRAFFIC & PARKING CONTROL, INC. OR
APPROVED EQUAL
REVISIONS
DATE
DESCRIPTION
NO.
Civil Engineers & Land Surveyors, P.C.
Telephone: (203) 245-0722
60 Wall Street
Madison, Connecticut  06443-0708
P.O. Box 708
Summer Hill
REVISIONS:
TITLE:
PREPARED BY:
908 HARTFORD TURNPIKE (CONN. ROUTE 85)
ESTATE OF CONSTANCE RICE
OF
LAND
SEAL:
WATERFORD, CONNECTICUT
SHEET NO.:C3.8
MJO
LJM
AS NOTED
7-1-21
DATE:
SCALE:
DESIGNED:
CHECKED:
PROJECT NO.:
FIELD BOOK:
SHEET:
21-07
-
PROJECT:
PEQUOT APARTMENTS
908 HARTFORD TURNPIKE (CONN. ROUTE 85)
WATERFORD, CONNECTICUT
6
5
4
3
B
C
D
E
F
G
A
1
2
H

FLOW
NOT TO SCALE
STRAW WATTLE BARRIER
SECTION
1. EXCAVATE 4" DEEP TRENCH ALONG THE GROUND
SURFACE CONTOUR AS WIDE AS WATTLE DIAMETER FOR
LENGTH OF WATTLE.
2. PLACE AND STAKE WATTLE AT 4 FOOT INTERVALS OR IN
ACCORDANCE WITH THE MANUFACTURERS
RECOMMENDATIONS.
3. OVERLAP ADJACENT WATTLE SECTIONS 12" MINIMUM.
4. BACKFILL AND COMPACT THE EXCAVATED SOIL ON
UPHILL SIDE OF BARRIER.
1. INSPECT BARRIER AT LEAST ONCE PER WEEK AND WITHIN
24 HOURS OF THE END OF A STORM WITH A RAINFALL
AMOUNT OF 1/2 INCH OR GREATER.
2. REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES
1/2 THE HEIGHT OF THE BARRIER.
SW
NOTE:
TYPE "C" CATCH BASIN SHOWN.  THIS DETAIL
APPLIES TO ALL DRAINAGE STRUCTURE INLET
TYPES SHOWN ON THE DRAWINGS.
SECTION
GEOTEXTILE SEDIMENT TRAP
AND FILTER
CURB INLET BARRIER
LIFT STRAPS
1. PLACE GEOTEXTILE SEDIMENT TRAP AND FILTER UNDER
GRATE AND SET IN FRAME.
2. PLACE CURB INLET BARRIER AGAINST CURB INLET OPENING.
1.INSPECT DRAINAGE STRUCTURE INLETS AT LEAST ONCE PER
WEEK AND WITHIN 24 HOURS OF THE END OF A STORM WITH
A RAINFALL AMOUNT OF 1/2 INCH OR GREATER.
2.REMOVE SEDIMENT TRAP AND FILTER WHEN 1/2 FULL,
DISPOSE OF SEDIMENT, CLEAN AND RE-INSTALL THE
SEDIMENT TRAP.
FLOW
SECTION
PLAN
FLOW
FLOW
PLAN
SECTION
FLOW
12" MIN.
ELEVATION
BOTTOM OF
DRAINAGE WAY
STAKE
B
A
30" MAX.
FENCE JOINT DETAIL
PLAN
STAPLE
FENCE
FENCE
STAPLE
STAKE, TYP.
B
NOTE:
WHEN NOT INSTALLED ON THE CONTOUR OR
WHEN INSTALLED IN A DRAINAGE WAY, THE
ELEVATION OF POINTS B SHALL BE HIGHER
THAN POINT A.
NOTE:
DRIVE STAKES TIGHTLY TOGETHER AND
SECURE TOPS OF STAKES WITH CORD OR
WIRE TO PREVENT FLOW-THROUGH OF
SEDIMENT.
GEOTEXTILE
(WITH SUPPORT NET
 WHERE REQUIRED)
EXTEND GEOTEXTILE IN
TRENCH, BACKFILL
AND COMPACT
1. EXCAVATE 4" DEEP TRENCH FOR LENGTH OF BALES.
2. PLACE AND STAKE BALES, TWO (2) STAKES PER BALE.
3. PLACE BALES SUCH THAT BINDINGS ARE ORIENTED
AROUND THE SIDES OF BALES RATHER THAN ALONG THE
TOP AND BOTTOM OF BALES.
4. WEDGE LOOSE STRAW BETWEEN BALES.
5. BACKFILL AND COMPACT THE EXCAVATED SOIL ON
UPHILL SIDE OF BARRIER.
1. INSPECT BARRIER AT LEAST ONCE PER WEEK AND WITHIN
24 HOURS OF THE END OF A STORM WITH A RAINFALL
AMOUNT OF 1/2 INCH OR GREATER.
2. REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES 1/2
THE HEIGHT OF THE BARRIER.
1. EXCAVATE 6" DEEP TRENCH FOR LENGTH OF THE FENCE.
2. EXTEND 6" LENGTH OF GEOTEXTILE INTO TRENCH, BACKFILL
AND COMPACT.
3. AS AN ALTERNATE METHOD, EXTEND LENGTH OF
GEOTEXTILE HORIZONTALLY ON EXISTING GROUND, RAMP
SOIL OVER GEOTEXTILE AND COMPACT.
1. INSPECT FENCE AT LEAST ONCE PER WEEK AND WITHIN 24
HOURS OF THE END OF A STORM WITH A RAINFALL AMOUNT
OF 1/2 INCH OR GREATER.
2. REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES 1/2
THE HEIGHT OF THE FENCE.
SECTION
NOTE:
SEE  GEOTEXTILE SILT FENCE AND STRAW BALE BARRIER DETAILS THIS SHEET.
OR AS REQUIRED
PAVED OR STABILIZED SURFACE ROAD
50' MIN.
12' MIN.
OR AS REQUIRED (SEE NOTE 2)
EDGE OF 
TRAVELED WAY
6" MINIMUM THICKNESS
2" CRUSHED STONE
NOTES:
1. CLEAR AND GRUB AREA AND REMOVE TOPSOIL BEFORE PLACEMENT OF CRUSHED STONE LAYER.  A
GEOTEXTILE MAY BE REQUIRED TO STRENGTHEN SUBGRADE SOILS AND TO PREVENT STONE
MOVEMENT AND LOSS OF VOIDS WITHIN THE STONE ENTRANCE WHERE REQUIRED.
2. LENGTH OF ENTRANCE MAY BE LIMITED BY SITE CONDITIONS.  PROVIDE ADEQUATE WIDTH OF
ENTRANCE AT ROAD INTERSECTION TO ACOMMODATE THE TURNING MOVEMENTS OF
CONSTRUCTION VEHICLES.
3. MAINTAIN ENTRANCE SO AS TO PREVENT TRACKING OR WASHING OF SEDIMENT ONTO ROAD.
SEDIMENT THAT MAY BE TRACKED OR OTHERWISE DEPOSITED WITHIN THE ROAD SHALL BE
REMOVED IMMEDIATELY.
4. MAINTENANCE MAY INCLUDE THE REQUIREMENT FOR TOP DRESSING THE CRUSHED STONE LAYER
OR REPLACING THE FULL DEPTH OF THE CRUSHED STONE LAYER.
5. SHOULD SITE CONDITIONS BE SUCH THAT SOIL CANNOT BE REMOVED BY VEHICLES TRAVELING
OVER THE ENTRANCE, THE TIRES OF VEHICLES MAY HAVE TO BE WASHED PRIOR TO VEHICLES
ENTERING THE ROAD.  ALL WASH WATER SHALL BE DIRECTED THROUGH AN APPROVED SEDIMENT
FILTER OR TO A SEDIMENT BASIN.
(SEE NOTE 2)
FLOW
GEOTEXTILE SILT FENCE
STRAW BALE BARRIER
NOT TO SCALE
SEDIMENTATION CONTROL AT DRAINAGE STRUCTURE
SC
NOT TO SCALE
STRAW BALE BARRIER
HB
GSF GEOTEXTILE SILT FENCE
NOT TO SCALE
NOT TO SCALE
GEOTEXTILE SILT FENCE AND STRAW BALE SEDIMENT BARRIER
CE
NOT TO SCALE
CONSTRUCTION ENTRANCE
PLAN
FLOW
12"
12"
3/4" MIN. - 2" MAX. CRUSHED STONE
EXTEND CRUSHED STONE A MINIMUM
OF 6" ABOVE GROUNDWATER LEVEL
O.D.
18" DIA. MINIMUM CMP, CPEP OR
PVC PERFORATED STANDPIPE
ATTACH WATERTIGHT PLATE TO
STANDPIPE BOTTOM AND PROVIDE
WEIGHT AS REQUIRED TO PREVENT
FLOTATION
GROUNDWATER LEVEL
12"
12"
12"
SECTION
EXISTING GRADE
SET STANDPIPE BOTTOM A MINIMUM
OF TWO (2) FEET BELOW REQUIRED
DEWATERING LEVEL
6"
NOT TO SCALE
PUMP DEWATERING SUMP
SECTION
PLAN
PUMP DISCHARGE
6" THICKNESS
3/4" CRUSHED STONE
OR STRAW MAT
NOTES:
1. GEOTEXTILE FILTER BAG SHALL BE PLACED IN A LOCATION THAT MINIMIZES INTERFERENCE WITH
CONSTRUCTION ACTIVITIES, IS A MINIMUM OF FIFTY (50) FEET FROM WETLANDS, WATERCOURSES AND
SURFACE WATER BODIES, IS RELATIVELY LEVEL, PROVIDES FOR THE RELEASE OF FILTERED WATER WITHOUT
CAUSING EROSION, AND PROVIDES FOR EASE OF ACCESS BY EQUIPMENT FOR CLEANOUT AND DISPOSAL OF
TRAPPED SEDIMENT.
2. PLACE GEOTEXTILE FILTER BAG ON A 6" THICKNESS OF 3/4" CRUSHED STONE OR A 6" THICKNESS STRAW MAT.
3. FILTER BAG SIZE AND GEOTEXTILE TYPE IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS
BASED ON THE ANTICIPATED PUMP DISCHARGE RATE.
4. GEOTEXTILE FILTER BAG SHALL BE CONSIDERED FULL AND REPLACED IN ACCORDANCE WITH THE
MANUFACTURERS RECCOMENDATIONS.
5. DISPOSE OF GEOTEXTILE FILTER BAG BY REMOVING THE BAG AND DISPOSING OF IT OFF-SITE OR WHERE
PERMITTED, TO AN APPROPRIATE DESIGNATED UPLAND AREA, CUTTING THE BAG OPEN AND REMOVING THE
GEOTEXTILE FOR DISPOSAL, SPREADING THE SEDIMENT CONTENTS, AND SEEDING AND MULCHING THE
SEDIMENT AREA.
6. UPON COMPLETION OF DEWATERING OPERATIONS, RESTORE DISTURBED AREAS WHERE GEOTEXTILE FILTER
BAGS HAVE BEEN PLACED.
PUMP DISCHARGE
NOT TO SCALE
GEOTEXTILE FILTER BAG
NOT TO SCALE
EROSION CONTROL BLANKETS FOR SLOPES
SECTION
ECB
12" MIN. LAP AT BLANKET ROLL ENDS
12"
12"
ANCHOR BLANKET IN 6" X 6" TRENCH
FOR WIDTH OF BLANKET ROLL,
BACKFILL AND COMPACT
ANCHOR BLANKET IN 6" X 6" TRENCH
FOR WIDTH OF BLANKET ROLL,
BACKFILL AND COMPACT
PREPARED SUBGRADE AND TOPSOIL
EROSION CONTROL BLANKET
NOTES:
1. INSTALL EROSION CONTROL BLANKETS ON ALL SLOPES STEEPER THAN
4 HORIZONTAL TO 1 VERTICAL.
2. AMEND TOPSOIL AS REQUIRED AND SEED PRIOR TO INSTALLATION OF
EROSION CONTROL BLANKETS.
3. INSTALL EROSION CONTROL BLANKETS IN ACCORDANCE WITH THE
MANUFACTURERS INSTRUCTIONS.
4. SEE MANUFACTURERS INSTRUCTIONS FOR STAPLE AND STAPLE
PATTERN REQUIREMENTS.
REVISIONS
DATE
DESCRIPTION
NO.
Civil Engineers & Land Surveyors, P.C.
Telephone: (203) 245-0722
60 Wall Street
Madison, Connecticut  06443-0708
P.O. Box 708
Summer Hill
REVISIONS:
TITLE:
PREPARED BY:
908 HARTFORD TURNPIKE (CONN. ROUTE 85)
ESTATE OF CONSTANCE RICE
OF
LAND
SEAL:
WATERFORD, CONNECTICUT
SHEET NO.:C3.9
MJO
LJM
AS NOTED
7-1-21
DATE:
SCALE:
DESIGNED:
CHECKED:
PROJECT NO.:
FIELD BOOK:
SHEET:
21-07
-
PROJECT:
PEQUOT APARTMENTS
908 HARTFORD TURNPIKE (CONN. ROUTE 85)
WATERFORD, CONNECTICUT
DETAILS
6
5
4
3
B
C
D
E
F
G
A
1
2
H

Hartford  Turnpike
NEW ENGLAND EROSION CONTROL/RESTORATION
MIX FOR DRY SIT (5,485 sf)
MX
QP
QP
QP
QP
QP
QP
PB2
PB2
UA
UA
UA
UA
UA
UA
UA
UA
UA
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
TI
TI
TI
TI
TI
TI
TI
CV
PK
UA
CC2
PA
PA
PA
PA
PA
PA
PA
PA
AG
PK
PK
PK
PK
PK
PK
CV
AG
AG
CV
CS2
CC2
CC2
CC2
CC2
CC2
CC2
CS2
CS2
CS2
CS2
PS
PS
PS
PS
PS
QP
QP
QP
QP
QP
QP
QP
AR2
AR2
PS
PS
PA
PA
PA
PA
PA
PA
PA
PS
PS
PS
CS2
NEW ENGLAND EROSION CONTROL/RESTORATION
MIX FOR DRY SIT (6,559 sf)
NEW ENGLAND NATIVE WARM SEASON GRASS MIX (2,212 sf)
NEW ENGLAND EROSION CONTROL/RESTORATION
MIX FOR DRY SIT (6,414sf)
Civil Engineers & Land Surveyors, P.C.
Telephone: (203) 245-0722
60 Wall Street
Madison, Connecticut  06443-0708
P.O. Box 708
Weston & Sampson Engineers, Inc.
273 Dividend Road
Rocky Hill, CT 06067
(860) 513-1473
www.westonandsampson.com
0
feet
80
1" = 40'
40
120
160
LANDSCAPE MAINTENANCE NOTES
1.
ALL IMPROVEMENTS SHOWN OR REQUIRED ON THE APPROVED SITE PLAN, INCLUDING, BUT NOT
LIMITED TO PARKING AREAS, PEDESTRIAN WAYS, LIGHTING AND SIGNS, MUST BE MAINTAINED, ON A
CONTINUING BASIS, IN GOOD ORDER AND REPAIR AND IN PROPER APPEARANCE.
2.
ALL PLANTINGS AND LANDSCAPED AREAS SHALL BE MAINTAINED IN A HEALTHY STATE AND THE SITE
SHALL BE MAINTAINED FREE OF DEBRIS, SAND, SALT, LITTER, WEEDS AND OTHER UNSIGHTLY OR
DELETERIOUS MATTER OR VEGETATION.
TREES
QTY
BOTANICAL NAME
COMMON NAME
SIZE
CONTAINER
AR2
2
Acer rubrum `October Glory`
Red Maple
2.5" Cal.
B&B
AG
3
Amelanchier x grandiflora `Autumn Brilliance`
Autumn Brilliance Apple Serviceberry
2.5" Cal.
B&B
CC2
7
Cercis canadensis
Eastern Redbud
2.5" Cal.
B&B
CV
3
Chionanthus virginicus
White Fringetree
8`-10` HT.
B&B
CS2
6
Cornus kousa `Everbloom`
Kousa Dogwood
2.5" Cal.
B&B
MX
1
Magnolia x `Jane`
Jane Magnolia
10` Ht.
B&B
PA
15
Picea abies
Norway Spruce
8`-10` HT.
B&B
PS
40
Pinus strobus
White Pine
8` Ht.
PB2
2
Platanus x acerifolia `Bloodgood`
London Plane Tree
3" Cal.
PK
7
Prunus serrulata `Kwanzan`
Kwanzan Japanese Flowering Cherry
2.5" Cal.
B&B
QP
13
Quercus palustris
Pin Oak
2.5" Cal.
B&B
TI
7
Thuja x 'Green Giant'
Green Giant Arborvitae
8` Ht.
UA
10
Ulmus parvifolia `Allee`
Allee Lacebark Elm
2.5" Cal.
B&B
PLANT SCHEDULE
NEW ENGLAND EROSION CONTROL/RESTORATION MIX FOR DRY SIT
18,457 sf
APPLICATION RATE: 35 LB/ACRE
Elymus canadensis / Canada Wild Rye
2,584 sf
14%
Festuca rubra / Red Fescue
2,769 sf
15%
Lolium multiflorum / Italian Ryegrass
2,584 sf
14%
Lolium perenne / Perennial Ryegrass
2,584 sf
14%
Panicum virgatum / Switch Grass
2,584 sf
14%
Schizachyrium scoparium / Little Bluestem
2,769 sf
15%
Sorghastrum nutans / Indian Grass
2,584 sf
14%
NEW ENGLAND NATIVE WARM SEASON GRASS MIX
2,212 sf
APPLICATION RATE 23 LBS/ACRE
Andropogon gerardii / Big Bluestem
354 sf
16%
Elymus virginicus / Virginia Wild Rye
376 sf
17%
Festuca rubra / Red Fescue
376 sf
17%
Panicum virgatum / Switch Grass
376 sf
17%
Schizachyrium scoparium / Little Bluestem
354 sf
16%
Sorghastrum nutans / Indian Grass
376 sf
17%
SEED MIX SCHEDULE
NOTES
1.
ALL DISTURBED AREAS TO BE LOAM AND SEED
UNLESS OTHERWISE INDICATED ON THE PLANS

TREE STAKING AND PLANTING - SECTION
SCALE: N.T.S.
1
TREE STAKING AND PLANTING - EVERGREEN
SCALE: N.T.S.
2
SHRUB PLANTING
SCALE: N.T.S.
4
PLAN
TREE ROOT BALL
3/4" FLAT BRAIDED NYLON CORDING
TIED IN FIGURE EIGHT
3"x3" STAKES DRIVE STAKES A MIN. OF 18"
FIRMLY INTO SUBGRADE PRIOR TO
BACKFILLING;  PROVIDE TWO STAKES PER
TREE, EQ. SPACED UNLESS ON SLOPE - THEN
STAKE ON UPHILL SIDE OF TREE.
2"x3" STAKES (3 PER TREE
REQUIRED)
TEMPORARY MOUNDED SOIL SAUCER, TYP.
TRUNK FLARE JUNCTION - PLANT 1-2" ABOVE
FIN. GRADE
GUYING: 3/4" WIDE FLAT BRAIDED NYLON OR
APPROVED ARBOR TIES CORDING TIED IN
FIGURE EIGHT, SECURED AT 1/3 TREE HT.
ABOVE FINISH GRADE. TIES SHALL  BE SET
LOOSE.
DECIDUOUS TREE,
SEE PLANS
COMPACTED SUBGRADE, PLANT TREE
DIRECTLY ON SUITABLE WELL-DRAINED, EXIST.
SUBGRADE - IF CONDITIONS ARE UNSUITABLE,
NOTIFY OWNERS REPRESENTATIVE &
SUSPEND PLANTING UNTIL RESOLVED
SPECIFIED PLANTING MIX - WATER
THOROUGHLY & TAMP LIGHTLY DURING
BACKFILLING TO REMOVE AIR POCKETS
UNTIE & FOLD BACK BURLAP &
FASTENINGS TO 2/3 BALL HEIGHT.
CUT & REMOVE WIRE BASKETS
COMPLETELY FROM SIDES.
2 x ROOTBALL
WIDTH
PLAN
TREE ROOT BALL
3/4" FLAT BRAIDED NYLON CORDING
TIED IN FIGURE EIGHT
2"x3" WOODEN STAKE AT OR BELOW GRADE;
PROVIDE THREE STAKES PER TREE, EQ.
SPACED UNLESS ON SLOPE - THEN STAKE ON
UPHILL SIDE OF TREE.
2"x3" STAKES (3 PER TREE)
REQUIRED)
TEMPORARY MOUNDED SOIL SAUCER, TYP.
TRUNK FLARE JUNCTION - PLANT 1-2" ABOVE
FIN. GRADE
GUYING: 3/4" WIDE FLAT BRAIDED NYLON OR
APPROVED ARBOR TIES CORDING TIED IN
FIGURE EIGHT, SECURED AT 1/3 TREE HT.
ABOVE FINISH GRADE (3 PER TREE). TIES
SHALL  BE SET LOOSE.
COMPACTED SUBGRADE, PLANT TREE
DIRECTLY ON SUITABLE WELL-DRAINED, EXIST.
SUBGRADE - IF CONDITIONS ARE UNSUITABLE,
NOTIFY OWNERS REPRESENTATIVE &
SUSPEND PLANTING UNTIL RESOLVED
SPECIFIED PLANTING MIX - WATER
THOROUGHLY & TAMP LIGHTLY DURING
BACKFILLING TO REMOVE AIR POCKETS
UNTIE & FOLD BACK BURLAP &
FASTENINGS TO 2/3 BALL HEIGHT.
CUT & REMOVE WIRE BASKETS
COMPLETELY FROM SIDES.
3" DEPTH HARDWOOD BARK MULCH
2 x ROOTBALL
WIDTH
DO NOT CUT OR BREAK LEADER
NOTES:
1.
STAKING ONLY REQUIRED ON TREES 6' HT. OR TALLER.
1
3 TREE
HEIGHT
NOTES:
1.
ALL MULCH MUST BE DARK IN COLOR. PROVIDE SAMPLE PRIOR TO
INSTALLATION TO BE APPROVED BY OWNER'S REPRESENTATIVE.
SEE PLANS
6"
MIN.
SHRUB,
SEE PLANTING PLAN
3" DEPTH HARDWOOD BARK
MULCH (HOLD AWAY  FROM
CROWN/ROOT FLARE
PREPARED PLANTING SOIL MIX,
SEE SPECIFICATIONS
SHRUB ROOT BALL, TYP.
COMPACTED SUBGRADE
TEMPORARY MOUNDED
SOIL SAUCER, TYP.
LOAM AND SEED
SCALE: N.T.S.
3
HYDROSEED,
SEE PLANS AND SPECIFICATIONS
LOAM TOP SOIL AMEND SOIL MIX,
SEE SPECIFICATIONS
COMPACTED SUBGRADE
6"
MIN.
PLANTING DETAILS
Civil Engineers & Land Surveyors, P.C.
Telephone: (203) 245-0722
60 Wall Street
Madison, Connecticut  06443-0708
P.O. Box 708
Weston & Sampson Engineers, Inc.
273 Dividend Road
Rocky Hill, CT 06067
(860) 513-1473
www.westonandsampson.com