WINDSOR LOCKS, CONNECTICUT

64 SOUTH ELM STREET

PROPOSED RESIDENTIAL DEVELOPMENT

LIST OF DRAWINGS

1 COVER SHEET

2 PROPERTY SURVEY

3 300' ABUTTERS MAP

4 SITE PLAN

5 GRADING PLAN

6 DRAINAGE & UTILITY PLAN

7

EROSION & SEDIMENTATION

CONTROL PLAN &

CONSTRUCTION SEQUENCE

8-9 LANDSCAPE PLANS

10-11 CONSTRUCTION DETAILS

Civil Engineer, Land Surveyor

& Landscape Architect

CLOSE JENSEN & MILLER, P.C.

1137 Silas Deane Highway

Wethersfield, CT 06109

(TEL.) 860-563-9375

(FAX) 860-721-1802

1

Sheet No.

Owner / Applicant

M & L Development Corporation

560 Halfway House Road

Windsor Locks, CT 06096

(TEL.) 860-623-2389

(FAX) 860-623-5109

VICINITY MAP

SCALE: 1"= 600'

SITE

R:\C

JM

\W

IN

DS

OR

L

OC

KS

\6

4-S

-E

LM

-S

T\D

ra

win

gs\0

3-A

BU

TT

ER

S.d

wg

11

1"= 20'

3

300' ABUTTERS MAP

WINDSOR LOCKS, CONNECTICUT

64 SOUTH ELM STREET

PROPERTY OF

M & L DEVELOPMENT CORPORATION

ABUTTERS LIST

TOWN OF WINDSOR LOCKS

50 CHURCH STREET

WINDSOR LOCKS, CT 06096

ST. ROBERT BELLARMINE ROMAN

52 SOUTH ELM STREET

WINDSOR LOCKS, CT 06096

THE ST. ROBERT BELLARMINE

R C CHURCH CORP.

52 SOUTH ELM STREET

WINDSOR LOCKS, CT 06096

THEODORE S. PYZNAR

EDWARD A. PYZNAR

KAREN A. PYZNAR

30 ENSIGN STREET

MANCHESTER, CT 06040

ELIZABETH MARSH

& PAUL MURKOWICZ, TRUSTEES

201 STEPHEN LANE

SPRINGFIELD, OH 45505

RANDOLPH A. MINDE

& KATHLEEN M. MINDE

111 SOUTH ELM STREET

WINDSOR LOCKS, CT 06096

WINDSOR LOCKS HOUSING

AUTHORITY

41 OAK STREET

WINDSOR LOCKS, CT 06096

EDWARD & DARLENE LANGAN

95 SOUTH ELM STREET

WINDSOR LOCKS, CT 06096

JOHN J. & LAUREL M. HOYNOSKI

91 SOUTH ELM STREET

WINDSOR LOCKS, CT 06096

JAMES S. & BONNIE M.

MONTEMERLO

21 STEVENS STREET

WINDSOR LOCKS, CT 06096

EDMUND G. O'BRIEN

& BARBARA O'BRIEN

83 SOUTH ELM STREET

WINDSOR LOCKS, CT 06096

ELIZABETH BIELINSKI

& ELIZABETH A. BIELINSKI

19 STEVENS STREET

WINDSOR LOCKS, CT 06096

HEATHER QUEVILLON

17 STEVENS STREET

WINDSOR LOCKS, CT 06096

RAYMOND P. & CRISPOLA H. URGO

15 STEVENS STREET

WINDSOR LOCKS, CT 06096

SHERRYL A. HEALEY

13 STEVENS STREET

WINDSOR LOCKS, CT 06096

ADAM E. & JENNIFER L. HOFFMAN

11 STEVENS STREET

WINDSOR LOCKS, CT 06096

MARY A. AKIL

71 SOUTH ELM STREET

WINDSOR LOCKS, CT 06096

JAMES F. & SHIRLEY G. SZEPANSKI

61 SOUTH ELM STREET

WINDSOR LOCKS, CT 06096

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

1

SOUTH ELM STREET

1

2

3

4

5

6

7

8

9

10

11

12

13

1415

16

17

18

18

3

0

0

'

3

0

0

'

3

0

0

'

3

0

0

'

ZONE R-AA

ZONE R-AA

ZONE R-AA

ZONE MFSD

ZONE MFSD

ZONE R-A

ZONE R-A

ZONE R-A

SITE

1/31/20

SOUTH ELM STREET

11

1/31/20

1"= 20'

4

SITE PLAN

WINDSOR LOCKS, CONNECTICUT

64 SOUTH ELM STREET

PROPERTY OF

M & L DEVELOPMENT CORPORATION

41

.0

'

25.7'

23.7'

24.0'

41

.0

'

24.1'

26.0'

25.6'

26.0'

40

.9

'

2

6

.3

'

24.4'

20.1'

2

7

.

1

'

25

.4

'

24.6'

25

.9

'

23.8'

25

.4

'

3

2

.

0

'

2

5

.4

'

20

.1

'

26

.0

'

3

2

.

9

'

3

8

.

4

'

5.0'

UNIT 1 UNIT 2

UNIT 3UNIT 4

UNIT 5 UNIT 6

UNIT 7

UNIT 8

UNIT 9

UNIT 10

UNIT 11

UNIT 12

UNIT 13

UNIT 14

UNIT 15

UNIT 16

UNIT 17

UNIT 19

UNIT 20

UNIT 21

UNIT 22

BC

LC

BC

LC

BC

LC

BC

LC

BC

LC

BC

LC

BC

LC

5.0'

5.0'

5.0'

B

C

L

C

BCLC

B

C

L

C

BEGIN

BCLC

END BCLC AT END OF

DRIVEWAY RADIUS

(TYP.)

CONC.

PATIO

(TYP.)

CONC. PATIO

(TYP.)

CONC. PATIO

(TYP.)

EXIST. SIDEWALK TO REMAIN

PROVIDE NEW SIDEWALK RAMP

AT 1"/FT. MAX SLOPE

SAWCUT EXIST. SIDEWALK AT NEAREST JOINTS

TO LIMITS SHOWN & REMOVE EXIST. WALK &

CURB. RECONSTRUCT NEW 8" THICK CONCRETE

WALK FOR ENTIRE WIDTH OF PROPOSED

DRIVEWAY

PROVIDE NEW SIDEWALK RAMP

AT 1"/FT. MAX SLOPE

EXIST. SIDEWALK TO BE RECONSTRUCTED

22.0'

REMOVE EXIST. HOUSE, STEPS,

FOUNDATION, CONC. PADS, BITUMINOUS

& GRAVEL DRIVEWAY ETC.

PROVIDE NEW SIDEWALK RAMP AT 1"/FT. MAX

SLOPE WITH ADA DETECTABLE WARNING TILE

EXIST. UTILITY POLE TO REMAIN

SAWCUT EXIST. SIDEWALK AT NEAREST JOINTS TO

LIMITS SHOWN & REMOVE EXIST. WALK & CURB.

RECONSTRUCT NEW 8" THICK CONCRETE WALK

FOR ENTIRE WIDTH OF PROPOSED DRIVEWAY

BEGIN BCLC

EXIST. UTILITY POLE TO REMAIN

24.0'

EXIST. SIDEWALK TO REMAIN

PROVIDE NEW SIDEWALK RAMP

AT 1"/FT. MAX SLOPE

SAWCUT EXIST. SIDEWALK AT NEAREST JOINTS TO

LIMITS SHOWN & REMOVE EXIST. WALK & CURB.

RECONSTRUCT NEW 8" THICK CONCRETE WALK

FOR ENTIRE WIDTH OF PROPOSED DRIVEWAY

PROVIDE NEW SIDEWALK RAMP

AT 1"/FT. MAX SLOPE

EXIST. SIDEWALK

TO REMAIN

EXIST. UTILITY

POLE TO REMAIN

PROVIDE NEW SIDEWALK RAMP AT

1"/FT. MAX SLOPE WITH ADA

DETECTABLE WARNING TILE

PROVIDE NEW SIDEWALK RAMP

AT 1"/FT. MAX SLOPE WITH ADA

DETECTABLE WARNING TILE

SAWCUT EXIST. SIDEWALK AT NEAREST

JOINTS TO LIMITS SHOWN & REMOVE EXIST.

WALK & CURB. RECONSTRUCT NEW 8" THICK

CONCRETE WALK FOR ENTIRE WIDTH OF

PROPOSED DRIVEWAY

END BCLC

PROVIDE NEW SIDEWALK

RAMP AT 1"/FT. MAX SLOPE

WITH ADA DETECTABLE

WARNING TILE

EXIST. SIDEWALK

TO REMAIN

EXIST. SIDEWALK

TO REMAIN

END

BCLC

BITUMINOUS

CONCRETE

DRIVEWAY

(TYP.)

22.0'

SAWCUT EXIST. SIDEWALK AT NEAREST JOINTS TO

LIMITS SHOWN & REMOVE EXIST. WALK & CURB.

RECONSTRUCT NEW 8" THICK CONCRETE WALK

FOR ENTIRE WIDTH OF PROPOSED DRIVEWAY

PROVIDE NEW SIDEWALK RAMP

AT 1"/FT. MAX SLOPE

EXIST. UTILITY POLE TO REMAIN

PROPOSED TREELINE

11.0'

61.0'

22.0'

22.0'

2

2

.

0

'

22.0'

2

2

.

0

'

22

.0

'

22

.0

'

11

.0

'

BCLC

BCLC

CONC. SIDEWALK

(TYP.)

BCLC

ZONING DATA

ZONE: MFSD ALLOWED / REQUIRED PROPOSED

MIN. LOT AREA 3 ACRES

134,914 S.F.

OR 3.097 AC.

DENSITY 8 DU'S / AC. OR 20 BR'S / AC.

7.75 DU'S / AC.

OR 15.5 BR'S / AC.

MIN. FRONTAGE 200' 397.18'

FRONT YARD 40' 40.9'

EACH SIDE YARD 25' 25.4'

REAR YARD 25' 25.4'

MAX. BUILDING COVERAGE

20% OR 30% (FOOTNOTE IN

SEC. 404.h OF WINDSOR

LOCKS ZONING REGS.)

19%

MAX. BUILDING HEIGHT 30'

2 STORIES

(TOWNHOUSE)

OFF STREET PARKING

2 SPACES PER DWELLING

UNIT

44 INCLUDING

22 WITHIN GARAGES

NUMBER OF DWELLING

UNITS PER STRUCTURE

NOT MORE THAN 12

2 (DUPLEXES)

5 (TOWNHOUSES)

MIN. FLOOR AREA

PER DWELLING UNIT

4 ROOMS: 700 S.F.

3 ROOMS: 550 S.F.

MINIMUM: 425 S.F.

VARIES

OPEN SPACE

20% OF TOTAL PARCEL

AREA OR FEE IN LIEU OF

FEE IN LIEU OF

DENSITY CALCULATION

TOTAL SITE ACREAGE: 134,914 S.F. OR 3.097 AC.

AREA WITHIN 100 YEAR FLOOD PLAIN: 0 S.F.

AREA OF INLAND WETLANDS: 0 S.F.

AREA OF WATERCOURSES: 0 S.F.

AREA OF WATERBODIES: 0 S.F.

AREA OF DETENTION AREAS: 0 S.F.

AREA OF UTILITY EASEMENTS: 0 S.F.

AREA OF RIGHTS OF WAY: 0 S.F.

AREA WITHIN SLOPES AT OR IN EXCESS OF 15%: 0 S.F.

NET SITE AREA UPON WHICH DENSITY IS BASED: 134,914 S.F. OR 3.097 AC.

22 UNITS

3.097 AC.

= 7.10 UNITS PER ACRE

44 BEDROOMS

3.097 AC.

= 14.2 BEDROOMS PER ACRE

6' PVC FENCE

6' PVC FENCE

DECK

43.4'

PRIVACY FENCE

SEE PLAN BY

ARCHITECT

CONC. PATIO

(TYP.)

PORCH /

STEPS

(TYP.)

PORCH

(TYP.)

PORCH /

STEP

(TYP.)

PORCH

(TYP.)

PORCH / CONC. PATIO

(TYP.) SEE PLANS BY

ARCHITECT

PORCH /

STEP

(TYP.)

PORCH /

STEP

(TYP.)

PORCH /

STEP

(TYP.)

CONC. PATIO

(TYP.)

CONC. PATIO

(TYP.)

PORCH

(TYP.)

CONC. PATIO

(TYP.)

FLUSH (TYP.)

NO CURB ALONG

DRIVEWAYS

PROP. HANDICAPPED

RAMP WITH ADA

DETECTABLE TILE

CONC.

SIDEWALK

5' CONC.

SIDEWALK

(TYP.)

END BCLC

REMOVE EXISTING FENCING

PROPOSED

SAWCUT LIMIT

(TYP.)

2'

PROPOSED

SAWCUT LIMIT

(TYP.)

PROVIDE NEW SIDEWALK

RAMP AT 1"/FT. MAX

SLOPE

STOP SIGN

CT DOT #31-0552

12" WHITE PAINTED STOP BAR 4' BEHIND SIDEWALK

PROVIDE NEW SIDEWALK

RAMP AT 1"/FT. MAX

SLOPE

12" WHITE PAINTED STOP

BAR 4' BEHIND SIDEWALK

ELIMINATE DOUBLE YELLOW

PAVEMENT STRIPING AT SITE DRIVE

ELIMINATE DOUBLE YELLOW

PAVEMENT STRIPING AT SITE DRIVE

2'

PROVIDE NEW SIDEWALK

RAMP AT 1"/FT. MAX

SLOPE

PROPOSED SAWCUT LIMIT

(TYP.)

2'2'

2'

5' CONC.

SIDEWALK

(TYP.)

BITUMINOUS

CONCRETE

DRIVEWAY

(TYP.)

5' CONC.

SIDEWALK

(TYP.)

EXISTING FENCING TO REMAIN

REMOVE EXIST. FENCING

PERGOLA STRUCTURE.

SEE PLANS BY ARCHITECT

PERVIOUS PAVERS

MOVEABLE

SEASONAL TABLE &

CHAIRS BY OWNER /

HOMEOWNERS

ASSOC. (TYP.)

FLAGPOLE

PROPOSED BENCH BY

OWNER / HOMEOWNERS

ASSOC. (TYP.)

BCLC

PROP. HANDICAPPED

RAMP WITH ADA

DETECTABLE TILE

5' CONC.

SIDEWALK

(TYP.)

5' CONC.

SIDEWALK

(TYP.)

NOTE:

1. EXTENSION OF GAS SERVICE TO SUBJECT PROPERTY MAY BE

REQUIRED. SAWCUT LIMITS WITHIN SOUTH ELM STREET TO BE

DETERMINED.

2. EXACT LOCATION OF EXISTING WATER MAIN UNKNOWN. LIMITS OF

SAWCUTS TO BE DETERMINED IN THE FIELD.

STOP SIGN

CT DOT #31-0552

UNIT 18

WALKOUT

WALKOUT

WALKOUT

WALKOUT

PROP. POST MOUNTED LUMINAIRE.

LIGHTING DESIGN BY EVERSOURCE.

ALL LUMINAIRES SHALL BE FULL

CUT-OFF. MOUNTING HEIGHT SHALL

NOT EXCEED 14' (TYP.3 LOCATIONS)

EXISTING PINE TO REMAIN

REMOVE EXISTING VEGETATION

REMOVE

EXISTING

VEGETATION

UP LIGHT TO ILLUMINATE

FLAG POLE

EXIST. TREE TO BE

REMOVED

EXIST. TREE TO BE

REMOVED

1

5

3

SOUTH ELM STREET

153x8

154

154

1

5

3

15

2

151

150

1

4

9

1

4

8

1

4

7

1

4

6

153x2

1

5

3

153

1

5

4

1

5

3

152

154

155

154

1

5

2

1

5

3

152x5

153

1

5

2

152x9

1

5

2

151x9

152x5

1

5

1

153x2

153

151x9

1

4

9

1

5

0

151

1

4

8

1

4

7

1

4

6

144

1

4

4

1

4

6

1

4

8

1

5

0

152

1

4

4

1

4

3

1

4

3

142

141

140

1

4

4

x

0

FF=156.0

GF=154.0

FF=156.0

GF=154.0

FF=156.5

GF=154.5

FF=156.5

GF=154.5

FF=157.5

GF=155.5

FF=157.5

GF=155.5

FF=156.0

GF=154.0

FF=156.0

GF=154.0

FF=156.0

GF=154.0

FF=156.0

GF=154.0

FF=156.0

GF=154.0

FF=155.0

GF=153.0

FF=155.0

GF=153.0

FF=154.0

GF=152.0

FF=154.0

GF=152.0

FF=155.5

GF=153.5

FF=155.5

GF=153.5

FF=155.5

GF=153.5

FF=155.5

GF=153.5

FF=155.5

GF=153.5

FF=154.0

GF=152.0

FF=154.0

GF=152.0

1

5

3

1

5

2

1

5

4

152.5

xx

152.5

x

x

152.4152.4

x

151.5

x

151.8

x

152.4

1

5

3

1

5

1

1

5

2

1

4

5

1

5

4

x

153.32

x

x

x

153.54 153.54

153.27

1

5

4

x 154.3

x 154.5

152x5

143x3

1

4

3

x

3

1

4

3

x

3

11

1/31/20

1"= 20'

5

GRADING PLAN

WINDSOR LOCKS, CONNECTICUT

64 SOUTH ELM STREET

PROPERTY OF

M & L DEVELOPMENT CORPORATION

1

5

3

SOUTH ELM STREET

153x8

154

154

1

5

3

15

2

151

150

1

4

9

1

4

8

1

4

7

1

4

6

153x2

1

5

3

153

1

5

4

1

5

3

152

154

155

154

1

5

2

1

5

3

152x5

153

1

5

2

152x9

1

5

2

151x9

152x5

1

5

1

153x2

153

151x9

1

4

9

1

5

0

151

1

4

8

1

4

7

1

4

6

144

1

4

4

1

4

6

1

4

8

1

5

0

152

1

4

4

1

4

3

1

4

3

142

141

140

1

4

4

x

0

FF=156.0

GF=154.0

FF=156.0

GF=154.0

FF=156.5

GF=154.5

FF=156.5

GF=154.5

FF=157.5

GF=155.5

FF=157.5

GF=155.5

FF=156.0

GF=154.0

FF=156.0

GF=154.0

FF=156.0

GF=154.0

FF=156.0

GF=154.0

FF=156.0

GF=154.0

FF=155.0

GF=153.0

FF=155.0

GF=153.0

FF=154.0

GF=152.0

FF=154.0

GF=152.0

FF=155.5

GF=153.5

FF=155.5

GF=153.5

FF=155.5

GF=153.5

FF=155.5

GF=153.5

FF=155.5

GF=153.5

FF=154.0

GF=152.0

FF=154.0

GF=152.0

1

5

3

1

5

2

1

5

4

152.5

xx

152.5

x

x

152.4152.4

x

151.5

x

151.8

x

152.4

1

5

3

1

5

1

1

5

2

1

4

5

1

5

4

x

153.32

x

x

x

153.54 153.54

153.27

1

5

4

x 154.3

x 154.5

152x5

143x3

1

4

3

x

3

1

4

3

x

3

11

1/31/20

1"= 20'

6

DRAINAGE & UTILITY PLAN

WINDSOR LOCKS, CONNECTICUT

64 SOUTH ELM STREET

PROPERTY OF

M & L DEVELOPMENT CORPORATION

16'-6"HDPE

PIPE

R

L

12"INLET DRAIN

TF=152.5

FL=150.0 (6")

FL=149.5 (12")

5'-12"HDPE PIPE

FL=149.0

21'-6" HDPE PIPE

R

L

12"INLET DRAIN

TF=153.5

FL=150.5 (6")

FL=150.0 (12")

5'-12"HDPE PIPE

FL=149.5

28'-6" HDPE PIPE

R

L

12"INLET DRAIN

TF=153.0

FL=150.5 (6")

FL=150.0 (12")

5'-12"HDPE PIPE

12"INLET DRAIN

TF=153.5

FL=151.0 (6")

FL=150.5 (12")

5'-12"HDPE

PIPE

FL=149.5

FL=150.0

R

L

26'-6" HDPE PIPE

R

L

12" INLET DRAIN

TF=152.5

FL=150.0 (6")

FL=149.5 (12")

5'-12" HDPE

PIPE

FL=149.0

14'-6"HDPE PIPE

22'-6"HDPE

PIPE

RL

12" INLET DRAIN

TF=151.5

FL=149.0 (6")

FL=148.5 (12")

10'-12"HDPE PIPE

INFILTRATION AREA

2 - MC 3500 CHAMBER UNITS

12" INLET DRAIN

TF=151.5

FL=149.0

5'-12"HDPE

PIPE

FL=148.5

INFILTRATION AREA

1 - MC 3500 CHAMBER UNIT

(TYP.)

FL=150.5

R

L

10'-6"HDPE PIPE

R

L

FL=149.5

10'-6"HDPE

PIPE

R

L

10'-6"HDPE

PIPE

FL=150.0

R

L

FL=148.7

10'-6"HDPE

PIPE

TYPE 'C' CB

TF=151.3

FL=148.5

68'-12"HD

PE

PIP

E

R

L

FL=149.0

10'-6"HDPE

PIPE

TYPE 'C' CB

TF=150.64

FL=147.42

22'-12"HDPE PIPE

TYPE 'C' CB

TF=150.64

FL=147.64

84'-12"HDPE PIPE

R

L

R

L

DMH

TF=152.7

FL=146.58(S)

FL=143.52(N)

R

L

R

L

52'-12"HDPE

PIPE

12" INLET DRAIN

TF=152.5

FL=150.0 (6")

FL=149.5 (12")

10'-6"HDPE PIPE

R

L

4'-12"HDPE PIPE

FL=149.0

40'-6"HDPE PIPE

24'-6"HDPE

PIPE

FL=143.0

FL=142.14(PROP.)

62'-8"PVC

FL=147.0

FL=147.0

SMH #4

TF=153.7

FL=142.76

174'-8"P

VC

FL=148.0

FL=148.0

FL=148.0

FL=148.0

FL=148.0

SMH #3

TF=151.8

FL=144.5

6

"

P

V

C

6"PVC

6"PVC

6"PVC

6"PVC

6"PVC

6

"

P

V

C

6

"

P

V

C

6

"

P

V

C

6"P

VC

6"P

VC

6"P

VC

150'-8"PVC

FL=145.8

FL=146.42

6

"

P

V

C

6

"

P

V

C

6

"P

V

C

6"PVC

6"PVC

6"PVC

6"PVC

SMH #2

TF=152.5

FL=146.0

FL=149.5

FL=150.5

FL=150.5

FL=150.5

11

5'-8

"P

VC

6

"P

V

C

6"P

V

C

SMH #1

TF=153.58

FL=147.16

FL=151.0

FL=151.0

12" INLET DRAIN

TF=139.5

FL=137.0

FL=136.0

5'-12"HDPE PIPE

INFILTRATION AREA

1 - MC 3500 CHAMBER UNIT

(TYP.)

MODIFIED RIPRAP

SCOUR HOLE

INFILTRATION BASIN

BOTTOM EL=139.5

TOP EL=143.3

22'-6"HDPE PIPE

10'-6"HDPE

PIPE

FL=148.0

PROP.

FIRE

HYDRANT

EXACT LOCATION OF EXISTING WATER MAIN UNKNOWN.

LOCATION TO BE DETERMINED IN THE FIELD.

EXACT LOCATION OF EXISTING WATER MAIN UNKNOWN.

LOCATION TO BE DETERMINED IN THE FIELD.

EXTENSION OF GAS SERVICE TO SUBJECT

PROPERTY MAY BE REQUIRED. LOCATION WITHIN

SOUTH ELM STREET TO BE DETERMINED.

(TYP. 2 LOCATIONS)

SOUTH ELM STREET

FF=156.0

GF=154.0

FF=156.0

GF=154.0

FF=156.5

GF=154.5

FF=156.5

GF=154.5

FF=157.5

GF=155.5

FF=157.5

GF=155.5

FF=156.0

GF=154.0

FF=156.0

GF=154.0

FF=156.0

GF=154.0

FF=156.0

GF=154.0

FF=156.0

GF=154.0

FF=155.0

GF=153.0

FF=155.0

GF=153.0

FF=154.0

GF=152.0

FF=154.0

GF=152.0

FF=155.5

GF=153.5

FF=155.5

GF=153.5

FF=155.5

GF=153.5

FF=155.5

GF=153.5

FF=155.5

GF=153.5

FF=154.0

GF=152.0

FF=154.0

GF=152.0

1

4

9

150

151

1

4

8

1

4

7

1

4

6

144

1

4

4

1

4

4

1

4

3

142

141

1

5

2

1

4

5

143x3

1

4

3

x

3

1

4

3

x

3

1

4

6

1

4

7

1

4

8

149

1

5

0

140

1

5

3

153x8

154

154

1

5

3

15

2

15

1

15

01

4

9

1

4

8

1

4

7

1

4

6

153x2

1

5

3

153

1

5

4

1

5

3

152

154

155

154

1

5

2

1

5

3

152x5

153

1

5

2

152x9

1

5

2

151x9

152x5

1

5

1

153x2

153

151x9

1

4

9

1

5

0

151

1

4

8

1

4

7

1

4

6

144

1

4

4

1

4

6

1

4

8

1

5

0

152

1

4

4

x

0

1

5

3

1

5

2

1

5

4

152.5

xx

152.5

x

x

152.4152.4

x

151.5

x

151.8

x

152.4

1

5

3

1

5

1

1

5

2

1

5

4

x

153.32

x

x

x

153.54 153.54

153.27

1

5

4

x 154.3

x 154.5

152x5

1

4

3

11

1"= 20'

7

EROSION & SEDIMENTATION CONTROL PLAN

& CONSTRUCTION SEQUENCE

WINDSOR LOCKS, CONNECTICUT

64 SOUTH ELM STREET

PROPERTY OF

M & L DEVELOPMENT CORPORATION

TYPE 'C' CB

TF=151.3

FL=148.5

TYPE 'C' CB

TF=150.64

FL=147.42

TYPE 'C' CB

TF=150.64

FL=147.64

DMH

TF=152.7

FL=146.58(S)

FL=143.52(N)

INSTALL 12" INLET DRAIN.

EXTEND TOP TO ELEV. 143.0

(SEE DETAIL)

FL=137.0

FL=136.0

5'-12"HDPE PIPE

INSTALL 1 - MC 3500 CHAMBER UNIT

AS SHOWN ON DRAINAGE PLAN

INFILTRATION BASIN (TO SERVE AS

SEDIMENT TRAP DURING CONSTRUCTION)

INSTALL FILTER FABRIC IN BASIN TO ELEV.

143.0 (SEE DETAIL)

BOTTOM EL=139.5

TOP EL=143.3

TEMPORARY MATERIALS STOCKPILE AREA

CONSTRUCTION

ENTRANCE

TEMPORARY GRADING DURING CONSTRUCTION.

TO BE MODIFIED TO FINAL GRADING AS

CONSTRUCTION PROGRESSES.

SILT FENCE

(TYP.)

SILT FENCE

(TYP.)

SILT SACK

(TYP.)

CONSTRUCTION SEQUENCE:

1. INSTALL PERIMETER SILT FENCING.

2. INSTALL CONSTRUCTION ENTRANCE.

3. CLEAR & GRUB NORTHEAST CORNER OF PROPERTY.

4. GRADE INFILTRATION BASIN AREA AS SHOWN, INSTALL INLET DRAIN

MC-3500 CHAMBER AND FILTER FABRIC AS SHOWN. THIS WILL SERVE AS

SEDIMENT TRAP DURING CONSTRUCTION.

5. GRADE PERIMETER AS SHOWN TO CREATE SWALES DRAINING TOWARDS

SEDIMENT TRAP.

6. AS CONSTRUCTION PROGRESSES, SILT SACKS SHALL BE INSTALLED AT ALL

DRAINAGE INLETS.

7. AS AREAS STABILIZE, TEMPORARY EROSION MEASURES MAY BE REMOVED

WITH APPROVAL FROM THE TOWN ENGINEER.

8. ONCE THE ENTIRE SITE IS STABILIZED, ANY ACCUMULATED SEDIMENT

SHALL BE REMOVED AND REMAINING EROSION CONTROLS MAY BE

REMOVED WITH APPROVAL FROM THE TOWN ENGINEER.

HAYBALE DAM

HAYBALE DAM

HAYBALE DAM

1/31/20

1

5

3

SOUTH ELM STREET

153x8

154

154

1

5

3

152

151

15

0

1

4

9

1

4

8

1

4

7

1

4

6

153x2

1

5

3

153

1

5

4

1

5

3

152

154

155

154

1

5

2

1

5

3

152x5

153

1

5

2

152x9

1

5

2

151x9

152x5

1

5

1

153x2

153

151x9

1

4

9

1

5

0

151

1

4

8

1

4

7

1

4

6

144

1

4

4

1

4

6

1

4

8

1

5

0

152

1

4

4

1

4

3

1

4

3

142

141

140

1

4

4

x

0

1

5

3

1

5

2

1

5

4

152.5

x x

152.5

x

x

152.4152.4

x

151.5

x

151.8

x

152.4

1

5

3

1

5

1

1

5

2

1

4

5

1

5

4

x

153.32

x

x

x

153.54 153.54

153.27

1

5

4

x 154.3

x 154.5

152x5

143x3

1

4

3

x

3

1

4

3

x

3

11

1/31/20

1"= 20'

8

LANDSCAPE PLAN

WINDSOR LOCKS, CONNECTICUT

64 SOUTH ELM STREET

PROPERTY OF

M & L DEVELOPMENT CORPORATION

BENCH (TYP.)

SEASONAL TABLE & CHAIRS

/ CONVERSATION AREA

15'x15' PERGOLA BY

OWNER. SEE PLANS

BY ARCHITECT

FLAGPOLE BY OWNER

PERENNIALS

BY OWNER

PERENNIALS

BY OWNER

PERVIOUS PAVERS

LIMIT OF CONC. WALK LIMIT OF CONC. WALK

UP LIGHT TO ILLUMINATE

FLAG POLE

PERENNIALS BY OWNER

CONCRETE

WALK

2 PLANETREE

3 JAPANESE BLACK PINE

1 PIN OAK

1 COLORADO SPRUCE

1 PIN OAK

3 COLORADO SPRUCE

1 RED OAK

3 JAPANESE BLACK PINE

2 PIN OAK

7 COLORADO SPRUCE

3 RED OAK

8 JAPANESE BLACK PINE

3 RED OAK

5 COLORADO SPRUCE

PROPOSED TREE LINE

1 HORNBEAM

1 HORNBEAM

2 HORNBEAM

1 HORNBEAM

3 HORNBEAM

5 AMELANCHIER

2 HORNBEAM

2 HORNBEAM

1 HORNBEAM

9 CHESAPEAKE

HOLLY

2 BLUE SPRUCE

2 HORNBEAM

2 PLANETREE

2 BLUE

SPRUCE

2 GOLDENRAIN

TREE

2 BLUE

SPRUCE

2 PLANETREE

9 CHESAPEAKE

HOLLY

1 JAPANESE

TREE LILAC

2 BLUE

SPRUCE

1 PIN OAK

3 COLORADO SPRUCE

2 RED OAK

3 JAPANESE

BLACK PINE

1 PIN OAK

4 COLORADO SPRUCE

TYPE 'A' DUPLEX

TYPE 'A' DUPLEX

TYPE 'A' DUPLEX

TYPE 'A' DUPLEX

TYPE 'A' DUPLEX

TYPE 'B' DUPLEX

TOWNHOUSE

TOWNHOUSE

NOTE:

FOR BUILDING PLANTING DETAILS

SEE LANDSCAPE NOTES SHEET

2 HORNBEAM

EXIST. TREE TO

BE REMOVED

EXIST. TREE TO

BE REMOVED

15' WIDE LANDSCAPE BUFFER

15' WIDE LANDSCAPE BUFFER

EXISTING TREES TO REMAIN

15' WIDE LANDSCAPE BUFFER

TOPSOIL SHALL NOT BE PLACED BELOW CONTOUR

ELEVATION 142. NATIVE SAND ONLY. FOR EROSION &

LANDSCAPING PURPOSES, PLACE 6"-12" OF RIVER

ROCK. AREA TO BE MAINTAINED & KEPT FREE OF

WEEDS, DEBRIS AND INVASIVE PLANT MATERIAL

11

1/31/20

1"= 10'

9

LANDSCAPE NOTES

WINDSOR LOCKS, CONNECTICUT

64 SOUTH ELM STREET

PROPERTY OF

M & L DEVELOPMENT CORPORATION

PLANT SCHEDULE

QUANTITY

LATIN NAMECOMMON NAME SIZE TYPE COMMENTS

MAJOR DECIDUOUS TREES

6

Platanus x acerifolia 'Bloodgood'Planetree

3"-3

1

2

" Caliper

B&B

Straight Trunk

6' Branching

6

Quercus PalustrisPin Oak

3"-3

1

2

" Caliper

B&B

Straight Trunk

6' Branching

9

Quercus Rubra

Red Oak

3"-3

1

2

" Caliper

B&B

Straight Trunk

6' Branching

ORNAMENTAL DECIDUOUS TREES

23

Carpinus Betulus 'Frans Fontaine'Hornbeam

2

1

2

"-3" Caliper

B&B

Straight Trunk

6' Branching

8

Koelreuteria Paniculata

Golden Rain Tree

2

1

2

"-3" Caliper

B&B

Straight Trunk

6' Branching

3

Syringa Reticulata 'Ivory Silk'Japanese Tree Lilac

8' Height Min.

Container

Clump

3 Stems Min.

CONIFEROUS TREES

8

Picea Pungens 'Glauca'Colorado Blue Spruce

4'-5' Height

B&B Dense

23

Picea PungensColorado Spruce

4'-5' Height

B&B Dense

17

Pinus ThunbergiiJapanese Black Pine

4'-5' Height

B&B Dense

DECIDUOUS SHRUBS

24

Hydrangea Macrophylla 'Nikko Blue'Nikko Blue Hydrangea

#3 Container

34

Rosa sp. KnockoutPink Knockout Rose

#3 Container

82

Vaccinium AngustifoliumLow-bush Blueberry

#3 Container

2

Viburnum AcerifoliumMaple-leaf Viburnum

#3 Container

BROAD LEAVED EVERGREEN SHRUBS

14

Ilex Crenata 'Chesapeake'Chesapeake Japanese Holly

3'-3

1

2

' Height

B&B

24

Ilex Crenata 'Green Lustre'Green Lustre Japanese Holly

#3 Container

34

Ilex Crenata 'Steeds'Steeds Japanese Holly

#5 Container

28

Ilex Glabra 'Shamrock'

Shamrock Inkberry

#3 Container

CONIFEROUS SHRUBS

16

Microbiota DecussataSiberian Carpet Cypress

#2 Container

ORNAMENTAL GRASS

2

Pennisetum Alopecuroides 'Hameln'Dwarf Fountain Grass

#2 Container

HERBACEOUS PERENNIALS

30

Rudbeckia fulgida 'Goldsturm'

Black Eyed Susan

1 Gallon Container

2 STEEDS HOLLY

2 JAPANESE HOLLY

1 HYDRANGEA

1 ROSE

4 LOW-BUSH BLUEBERRY

1 SHAMROCK INKBERRY

NOTE: 2 UNITS ON SOUTH ELM

STREET WITH 3 STEED HOLLY

EACH. SEE LANDSCAPE PLAN

FOR LOCATIONS

4 LOW-BUSH BLUEBERRY

1 SHAMROCK INKBERRY

1 ROSE

1 HYDRANGEA

2 JAPANESE HOLLY

2 STEEDS HOLLY

TYPE 'A' DUPLEX PLANTING DETAIL

SCALE: 1"= 10'

TYPE 'B' DUPLEX PLANTING DETAIL

SCALE: 1"= 10'

2 JAPANESE HOLLY

6 LOW-BUSH BLUEBERRY

3 ROSE

1 VIBURNUM

4 SHAMROCK INKBERRY

1 ORNAMENTAL GRASS

2 HYDRANGEA

3 ROSE

6 LOW-BUSH BLUEBERRY

2 HYDRANGEA

1 ORNAMENTAL GRASS

4 SHAMROCK INKBERRY

1 VIBURNUM

2 JAPANESE HOLLY

1 HYDRANGEA

1 SHAMROCK

INKBERRY

3 ROSE

1 SHAMROCK INKBERRY

1 HYDRANGEA

3 LOW-BUSH

BLUEBERRY

2 MICROBIOTA

3 LOW-BUSH

BLUEBERRY

1 HYDRANGEA

1 SHAMROCK

INKBERRY

3 ROSE

1 SHAMROCK INKBERRY

1 HYDRANGEA

3 LOW-BUSH

BLUEBERRY

2 MICROBIOTA

3 LOW-BUSH

BLUEBERRY

1 HYDRANGEA

1 SHAMROCK

INKBERRY

3 ROSE

3 LOW-BUSH

BLUEBERRY

2 MICROBIOTA

TOWNHOUSE PLANTING DETAIL

SCALE: 1"= 10'

EROSION & SEDIMENTATION CONTROL NARRATIVE:

THE SITE IS A RECTANGULAR SHAPED PARCEL OF LAND CONSISTING OF APPROXIMATELY 3.097 ACRES OF LAND.

THE SITE IS BOUNDED TO THE EAST BY WINDSOR LOCKS HIGH SCHOOL; TO THE SOUTH BY RESIDENCES, TO THE

WEST BY SOUTH ELM STREET AND TO THE NORTH BY ADDITIONAL RESIDENCES.

THE SITE CURRENTLY CONTAINS A SINGLE FAMILY RESIDENTIAL HOME AND A GARAGE.

THE SOUTHERN PORTION OF THE SITE SLOPES GENTLY FROM SOUTH ELM STREET TO THE SOUTHEAST. THE

REMAINDER OF THE PROPERTY SLOPES FROM THE MIDDLE OF THE SITE TO THE NORTHEAST.

THE SOIL ON THE SITE ARE HIGHLY PERMEABLE SANDY LOAM ON THE SURFACE AND SAND BELOW. STORM

WATER RUNOFF WHICH DOES NOT INFILTRATE INTO THE GROUND GENERALLY SHEET FLOWS IN THE SAME

DIRECTION AS THE TOPOGRAPHY.

THE SITE IS PREDOMINANTLY TREED WITH THE EXCEPTION OF A CLEARING AT THE SOUTHERN SIDE OF THE SITE

AND A MAINTAINED LAWN AREA SURROUNDING THE EXISTING HOUSE.

ALL UTILITY SYSTEMS ARE LOCATED IN SOUTH ELM STREET.

PROPOSED ACTIVITY:

THE PROPOSED ACTIVITY INVOLVES THE CONSTRUCTION OF 24 UNITS OF RESIDENTIAL DUPLEX AND

TOWNHOUSE HOUSING UNITS, APPROXIMATELY 530 LINEAR FEET OF ROADWAY, UTILITIES, STORM DRAINAGE AND

LANDSCAPING.

STORM WATER RUNOFF WILL BE DISCHARGED TO INFILTRATION CHAMBERS OR TO THE NORTHEASTERLY

PORTION OF THE SITE TO AN INFILTRATION BASIN. CATCH BASINS WITHIN THE ROADWAY WILL CONTAIN 2' DEEP

SUMPS FOR SETTLEMENT OF SEDIMENT.

SANITARY SEWERAGE WILL FLOW BY GRAVITY TO AN EXISTING SANITARY SYSTEM IN SOUTH ELM STREET.

DOMESTIC WATER, ELECTRIC, TELEPHONE AND CATV WILL BE PROVIDED FROM EXISTING SYSTEMS IN SOUTH ELM

STREET.

PRIOR TO ANY LAND CLEARING AND GRUBBING, SILT FENCING OR HAY BALE DAMS, AND ANTI TRACKING

CONSTRUCTION ENTRANCE SHALL BE INSTALLED IN LOCATIONS AS SHOWN ON PLANS.

THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION

CONTROLS. IT IS ANTICIPATED CONSTRUCTION WOULD COMMENCE IN SPRING OF 2020 WITH COMPLETION

APPROXIMATELY THREE YEARS THEREAFTER.

DURING CONSTRUCTION:

IN GENERAL, THE EROSION AND SEDIMENTATION CONTROL DEVICES AND MEASURES AS SHOWN ON

THESE PLANS SHALL BE INSTALLED AND MAINTAINED IN CONFORMANCE TO THE "2002 CONNECTICUT

GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" PUBLISHED BY THE CONNECTICUT COUNCIL

ON SOIL AND WATER CONSERVATION, MAY 2002 AND TO THE REQUIREMENTS OF THE TOWN OF

WINDSOR LOCKS.

IT MAY BE NECESSARY TO USE ADDITIONAL EROSION CONTROLS OTHER THAN THOSE INDICATED ON

THE PLANS AS FIELD CONDITIONS WARRANT OR AS DIRECTED BY THE TOWN OF WINDSOR LOCKS

ZONING ENFORCEMENT OFFICER. ADDITIONAL EROSION CONTROLS MAY CONSIST OF, BUT SHALL NOT

BE LIMITED TO, STONECHECK DAMS, HAY BALES OR FILTER FABRICS. MECHANICAL STREET SWEEPING

SHALL BE PERFORMED ON PAVED AREAS WHERE DUST AND FINE MATERIALS HAVE BEEN DEPOSITED

FROM ADJACENT DISTURBED AREAS. PAVED AREAS SHALL BE SWEPT DAILY. ALL EROSION CONTROLS

SHALL BE PROPERLY INSTALLED, MONITORED AND MAINTAINED AS FOLLOWS UNTIL ALL EXPOSED

AREAS ARE PERMANENTLY STABILIZED.

SILT FENCING:

-CHECK ONCE PER WEEK AND WITHIN 24 HRS. OF A 0.1 INCH OR GREATER STORM EVENT.

-DO NOT ALLOW SEDIMENT TO BUILD UP MORE THAN ONE THIRD THE HEIGHT OF THE SILT FENCE.

-REMOVE SEDIMENT AS REQUIRED AND RESTAPLE AND/OR REPLACE SILT FENCING AS REQUIRED.

-REPLACE ALL SILT FENCING WHICH REMAINS IN THE FIELD FOR PERIODS OF TIME GREATER THAN ONE

YEAR. REPEAT AS REQUIRED.

STONE ANTI-TRACKING PAD:

-CHECK ONCE PER WEEK AND WITHIN 24 HRS. OF A 0.1 INCH OR GREATER STORM EVENT.

-IF SEDIMENT BUILD UP CAUSES STONE TO LOSE ITS EFFECTIVENESS, REMOVE EXISTING STONE &

FILTER FABRIC AND REPLACE WITH CLEAN FILTER FABRIC AND STONE AND REPEAT AS REQUIRED.

HAYBALE DAM, HAYBALE DAM AT CATCH BASINS, HAYBALE CHECK DAM:

-CHECK ONCE PER WEEK AND WITHIN 24 HRS. OF A 0.1 INCH OR GREATER STORM EVENT.

-REMOVE DEBRIS AND REPLACE BALES WHICH IMPEDE STORM FLOW OR DRAINAGE. -RESTAKE AS

REQUIRED.

STONE CHECK DAMS (IF USED):

-CHECK DAMS AT LEAST ONCE PER WEEK AND WITHIN 24 HRS. OF A 0.1 INCH OR GREATER STORM

EVENT.

-REMOVE SEDIMENT AND DEBRIS WHEN DEPOSIT DEPTH REACHES HALF OF THE CHECK DAM.

-REPLACE OR REPAIR CHECK DAM WITHIN 24 HRS. OF OBSERVED FAILURE.

-REMOVE ONCE VEGETATED AREAS ARE STABILIZED.

VEGETATED AREAS:

-CHECK ONCE PER WEEK AND WITHIN 24 HRS. OF A 0.1 INCH OR GREATER STORM EVENT.

-RESEED AS REQUIRED.

RIPRAP AREAS:

-CHECK ONCE PER WEEK AND WITHIN 24 HRS. OF A 0.1 INCH OR GREATER STORM EVENT.

-REMOVE DEBRIS AND SEDIMENT BUILD UP.

-REPLACE RIPRAP AS REQUIRED.

DRAINAGE STRUCTURES:

-CHECK ONCE PER WEEK AND WITHIN 24 HOURS OF A 0.1 INCH OR GREATER STORM EVENT.

-REMOVE SEDIMENT AND OTHER DEBRIS FROM CATCH BASIN SUMPS AS NEEDED.

SEED AND TACKIFIER SHALL BE APPLIED BY APPROVED HYDRO-SEEDING METHODS.

WATER SEEDED AREA UNTIL A UNIFORM AND VIGOROUS GROWTH OF TURF HAS BEEN ESTABLISHED.

MONITOR UNTIL STABILIZED. REPEAT RE-SEEDING AS REQUIRED.

DURING CONSTRUCTION, THE SELECTED SITE CONTRACTOR SHALL BE RESPONSIBLE FOR

MONITORING AND MAINTENANCE REQUIREMENTS OF ALL EROSION CONTROLS.

POST CONSTRUCTION:

AT THE CONCLUSION OF CONSTRUCTION, THE FOLLOWING EROSION CONTROLS MUST BE MONITORED AS

FOLLOWS:

VEGETATED AREAS:

-CHECK ONCE PER MONTH FOR 3 MONTHS AND WITHIN 24 HRS. OF A 0.1 INCH OR GREATER STORM EVENT. SEED

WITH MIXTURE AS NOTED ON DESIGN PLANS. MONITOR UNTIL STABILIZED.

RIPRAP AREAS:

-CHECK ONCE PER MONTH FOR 3 MONTHS AND WITHIN 24 HRS. OF A 0.1 INCH OR GREATER STORM EVENT.

-REMOVE DEBRIS AND SEDIMENT BUILD UP.

-REPLACE RIPRAP AS REQUIRED.

ON-SITE DRAINAGE STRUCTURES:

-CHECK ONCE PER MONTH FOR 3 MONTHS AFTER INSTALLATION AND WITHIN 24 HRS. OF A 0.1 INCH OR GREATER

STORM EVENT.

-REMOVE SEDIMENT FROM CATCH BASIN SUMPS A MINIMUM OF ONCE PER YEAR.

STREET SWEEPING:

-STREETS SHALL BE SWEPT A MINIMUM OF ONCE PER YEAR IN SPRING AT CONCLUSION OF WINTER SANDING

OPERATIONS ON SITE ROADWAYS. ALL SWEPT MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED IN

ACCORDANCE TO APPLICABLE LOCAL ORDINANCES AND RULES AND REGULATIONS OF THE CONN. D.E.E.P.

GENERAL NOTES:

1. ELEVATIONS ARE BASED ON N.A.V.D. 1988 DATUM.

2. BEARINGS SHOWN ARE BASED ON STATE OF CONNECTICUT GRID COORDINATE SYSTEM, NAD 83 DATUM.

3. ALL MONUMENTS AND IRON PINS TO BE SET SHALL MEET OR EXCEED THE MATERIAL REQUIREMENTS AS

SET FORTH BY THE TOWN OF WINDSOR LOCKS.

4. ALL ROADS, SIDEWALKS AND STORM WATER DRAINAGE STRUCTURES SHALL BE AS APPROVED BY THE

TOWN ENGINEER.

5. EXISTING TREES AND SHRUBS SHALL BE REMOVED AS SHOWN ON THE PLANS. TREES TO BE SAVED SHALL

BE TAGGED PRIOR TO SITE CLEARING.

6. THE UNDERGROUND UTILITIES ON THIS PLAN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND

HAVE BEEN LOCATED IN THE FIELD WHERE POSSIBLE. THE ACTUAL LOCATION OF THESE UTILITIES

SHOULD BE VERIFIED BY THE CONTRACTOR BY CONTACTING "CALL BEFORE YOU DIG" 1-800-922-4455.

7. ALL PROPOSED UTILITIES LOCATED WITHIN THE DEVELOPMENT LIMITS SHALL BE LOCATED

UNDERGROUND. THE HORIZONTAL AND VERTICAL ALIGNMENT OF SUCH UTILITIES SHALL BE DETERMINED

BY THE APPROPRIATE UTILITY.

8. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM WITH THE SPECIFICATIONS FOR THE

TOWN OF WINDSOR LOCKS, CONNDOT FORM 817, LATEST EDITION AND RESPECTIVE UTILITY COMPANIES.

9. ALL TRENCHES SHALL BE BACK FILLED WITH GRAVEL. NO OVERNIGHT OPEN TRENCHES SHALL BE

PERMITTED.

10. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND ANY DISCREPANCIES

SHALL BE REPORTED TO THE DESIGN ENGINEER AND TOWN ENGINEER BEFORE PROCEEDING.

11. ALL UNSUITABLE MATERIAL DISCOVERED DURING CONSTRUCTION SHALL BE REMOVED OR DISPOSED OF

IN A SUITABLE MANNER. SAID MATERIAL SHALL INCLUDE TREES, BRUSH, ORGANIC MATERIAL, ETC.

12. ALL CURBING ON PRIVATE ROADWAYS TO BE BITUMINOUS CONCRETE CURBING.

13. FOR ARCHITECTURAL PLANS, SEE PLANS BY RPM ARCHITECTURE, 860-841-2339.

14. PROPOSED HYDRANT LOCATIONS ARE SUBJECT TO APPROVAL BY FIRE MARSHAL.

15. ALL PROPOSED DOWN SPOUTS SHALL DISCHARGE TO SUB-SURFACE INFILTRATION SYSTEM.

16. ALL STORM WATER SEWER PIPE SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) (TYPE S). SIZES AS

NOTED.

17. ALL SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) PIPE CONFORMING TO ASTM

SPECIFICATIONS D-3033, SDR 35 OR ASTM 3034, SDR-35 FOR POLYVINYL CHLORIDE SEWER PIPE AND

FITTINGS. JOINTS SHALL BE BELL AND SPIGOT TYPE MEETING THE REQUIREMENTS OF ASTM D 3212.

18. ALL SANITARY SEWER LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF

SEWER SPECIFICATIONS AND CONSTRUCTION METHODS AS PUBLISHED BY THE WINDSOR LOCKS SEWER

COMMISSION.

19. ALL WATER MAINS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT RULES AND REGULATIONS

OF THE CONNECTICUT WATER COMPANY.

20. A TEST FOR AIR LEAKAGE SHALL BE PERFORMED FROM MANHOLE TO MANHOLE WITHIN THE

DEVELOPMENT IN ACCORDANCE WITH STANDARD AIR TESTING METHODS USING AIR TESTING EQUIPMENT

APPROVED BY THE TOWN ENGINEER. THE DEVELOPER SHALL PERFORM THE AIR TESTING AT HIS EXPENSE

AND IN ACCORDANCE WITH THE AIR TESTING AIR LOSS SPECIFICATIONS AS SET FORTH BY THE WINDSOR

LOCKS SEWER COMMISSION. THE DEVELOPER SHALL FURNISH TO THE TOWN ENGINEER A COMPLETE

REPORT OF THE RESULTS OF THE AIR TESTING OF THE ENTIRE SANITARY SEWER SYSTEM, MANHOLE TO

MANHOLE. THE AIR TESTING SHALL BE PERFORMED AFTER THE PIPE INSTALLATION IS COMPLETE,

INCLUDING THE INSTALLATION OF LATERALS AND MANHOLES,FOR EACH PHASE OF DEVELOPMENT AND

BEFORE ANY PERMANENT PAVEMENT.

21. ALL 6" SANITARY LATERALS SHALL HAVE A MINIMUM 2% SLOPE.

22. ALL WATER MAIN FITTINGS REQUIRE MEGALUG RESTRAINING GLANDS.

23. THE FUTURE HOMEOWNERS ASSOCIATION WILL BE REQUIRED TO MAINTAIN ALL PRIVATE ROADS, PARKING,

STREETLIGHTS, WALKS, GROUNDS, LANDSCAPE BUFFERS AND BUILDINGS IN PERPETUITY.

24. PRIOR TO THE ISSUANCE OF CERTIFICATES OF OCCUPANCY IN ANY PHASE, THE DEVELOPER SHALL

INSTALL ALL ESSENTIAL INFRASTRACTURE AND PROVIDE SEWER AND AIR TESTS RESULTS

DEMONSTRATING PROPER INSTALLATION OF THE SEWER SYSTEM WITHIN THE CURRENT PHASE; INSTALL

PAVEMENT BINDER COURSE ON ALL ROADWAYS AND TEMPORARY TURNAROUNDS WITHIN THE CURRENT

PHASE; PROVIDE A PERFORMANCE BOND FOR ANY REMAINING IMPROVEMENTS WITHIN THAT PHASE SUCH

AS PAVEMENT SURFACE COURSE AND LANDSCAPING AND PROVIDE AN AS-BUILT SURVEY.

25. PRIOR TO THE CERTIFICATE OF OCCUPANCY BEING ISSUED FOR THE LAST BUILDING, AN AS BUILT PLAN

SHALL BE PREPARED BY A LAND SURVEYOR AND SUBMITTED FOR APPROVAL TO THE TOWN ENGINEER

INDICATING THAT ALL REQUIRED IMPROVEMENTS AS SHOWN ON THE APPROVED PLAN HAVE BEEN

COMPLETED.

26. BITUMINOUS PAVEMENT REPLACEMENT IN SOUTH ELM STREET DUE TO UTILITY TRENCHING SHALL

CONFORM TO ALL TOWN REQUIREMENTS.

27. 20 M.P.H. SPEED LIMIT SIGNS SHALL BE POSTED BY THE DEVELOPER.

28. THERE SHALL BE A MAXIMUM GRADE DROP OF 24" FROM FINISHED FLOOR ELEVATION TO THE OUTSIDE

FRONT GRADE.

PERENNIALS

BY OWNER

GRANITE

COBBLES

FLAGPOLE

BY OWNER

PLACE GRANITE COBBLES

TO CREATE RAISED ISLAND,

EXPOSE COBBLES 4"

FLAGPOLE PLANTING DETAIL

N.T.S.

PERENNIALS /

ANNUALS

PERENNIALS /

ANNUALS

(TYP.)

11

N.T.S.

1/31/2020

10

CONSTRUCTION DETAILS

WINDSOR LOCKS, CONNECTICUT

64 SOUTH ELM STREET

PROPERTY OF

M & L DEVELOPMENT CORPORATION

TYPICAL TRENCH FOR STORM SEWER

DETECTABLE WARNING SURFACE

CATCH BASIN (PRECAST UNITS)

STORM MANHOLE

PRECAST REINFORCED CONCRETE

PAVEMENT SECTION

SUITABLE COMPACTED

SUBGRADE

8" CTDOT M.05.01

PROCESSED

AGGREGATE BASE

2" BITUMINOUS

CONCRETE CLASS 1

2" BITUMINOUS

CONCRETE CLASS 2

INTEGRAL CURBING AND SIDEWALK

CONCRETE SIDEWALK

TYPICAL TRENCH DETAIL (SANITARY SEWER)

ELECTRICAL TRENCH DETAIL

WATER MAIN TRENCH DETAIL

INTEGRAL CONCRETE CURBING AND SIDEWALK

SIDEWALK RAMP

SIDEWALK RAMP

SIDEWALK RAMP AT MAIN DRIVE ENTRANCES

SANITARY MANHOLE

TYPICAL PRECAST MANHOLE

BITUMINOUS CONCRETE

LIP CURBING

PREFORMED RIPRAP SCOUR HOLE

11

N.T.S.

1/31/2020

11

CONSTRUCTION DETAILS

WINDSOR LOCKS, CONNECTICUT

64 SOUTH ELM STREET

PROPERTY OF

M & L DEVELOPMENT CORPORATION

SILT FENCE

CONSTRUCTION ENTRANCE

®

®

®

SILTSACK® DETAIL

6.42'

3.75'

3.75'

MC-3500 CHAMBER

( FROM INLET DRAIN )

INFILTRATION AREA

( FROM ROOF LEADER )

10' MIN.

INSPECTION PORT

INSPECTION PORT

MC-3500 CHAMBER UNIT

(NUMBER OF UNITE AS

SHOWN ON PLAN)

12" INLET DRAIN

(NYLOPLAST BY ADS)

5'-12" I# DPE PIPE

3

4

" CRUSHED STONE

12

"

3.7

5'

3'

ELEV. 144

ELEV. 143

ELEV. 142

ELEV. 141

ELEV. 144

ELEV. 143

ELEV. 142

ELEV. 141

TEMPORARY SEDIMENT TRAP

( USE INFILTRATION BASIN WITH EXTENDED PIPE )

ELEV. 140

ELEV. 139

ELEV. 138

ELEV. 137

ELEV. 135

ELEV. 136

ELEV. 134

ELEV. 133

ELEV. 140

ELEV. 139

ELEV. 138

ELEV. 137

ELEV. 135

ELEV. 136

ELEV. 134

ELEV. 133

WET VOLUME - 2.0'

EXTEND 12" INLET DRAIN

(NYLOPLAST BY ADS)

TO T.F. ELEV. 143.0 DURING

USE AS SEDIMENTATION TRAP

DRY VOLUME - 1.2'

FILTER FABRIC

(REMOVE WHEN CONVERTING

TO INFILTRATION BASIN)

EXISTING GRADE

FINAL INFILTRATION SYSTEM

( SEE DRAINAGE PLAN )

6" ROOF LEADER

3

4

" CRUSHED STONE

3

4

" CRUSHED STONE

FL. = 137.0

FL. = 136.0

( BY ADS OR APPROVED EQUAL )

SECTION VIEW

ELEVATION VIEW

MC-3500 END CAP

(TYPICAL)

MC-3500 CHAMBER UNIT

(NUMBER OF UNITE AS

SHOWN ON PLAN)

12

"

9"

3.7

5'

9" 9"

9"

9"

9"

9"

9"

9"

9" 9"

9"

SHRUB PLANTING DETAIL

TREE PLANTING DETAIL

12

"

1"= 100'

06/11/2019

1 1

PROPOSED MULTIPLE FAMILY SPECIAL DEVELOPMENT

ZONE-CHANGE MAP

WINDSOR LOCKS, CONNECTICUT

64 SOUTH ELM STREET

PROPERTY OF

M & L DEVELOPMENT CORPORATION

EXISTING RESIDENCE AA ZONE

EXISTING RESIDENCE A ZONEN/F

TOWN OF WINDSOR LOCKS

58 South Elm Street

EXISTING RESIDENCE A ZONE

N/F

TOWN OF WINDSOR LOCKS

SOUTH ELM STREET

P

E

R

S

H

I

N

G

R

O

A

D

SU

TT

ON

D

RIV

E

CO

RT

LA

ND

S

TR

EE

T

KEY MAP

N/F

ELIZABETH MARSH &

PAUL E. MURKOWICZ TR.

94 South Elm Street

26 Stephen Lane

Springfield, Oh.

N

/F

K

A

R

E

N

A

. &

E

D

W

A

R

D

A

.

T

H

E

O

D

O

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S

L

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P

Y

Z

N

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7

8

S

o

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th

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lm

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tre

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t

3

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s

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n

S

tre

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t

M

a

n

c

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s

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r, C

t.

N/F

T

HE

C

OR

P. C

HU

RC

H

ST

R

OB

ER

T B

ELLA

RM

IN

E R

C

52 S

outh E

lm

S

treet

US

E:C

HU

RC

H

N/F

ST

R

OB

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T B

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RM

IN

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OM

AN

50 S

outh E

lm

S

treet

US

E:C

HU

RC

H

52 S

outh E

lm

S

treet

Windsor Locks, C

t.

N/F

DE

BR

A A

.

B

AR

BE

RI T

R.

N/F

BRADLEY COURT 1 LLC

N/F

SW

AM

I

EN

TE

RP

RIS

ES

LLC

N/F

EDMUND G. JR. &

BARBARA OBRIEN

83 South Elm Street

N/F

RICHARD WOOTEN

3 Rachel Road

N/F

MARY A. AKIL

71 South Elm Street

Z

N/F

JAMES F. &

SHIRLEY G.

SZEPANSKI

61 South Elm Street

N/F

MALCOLM K. &

JEANETTE C.

HAMILTON

41 South Elm Street

N/F

M & L

DEVELOPMENT

CORPORATION

N/F

TOWN OF

WINDSOR LOCKS

N/F

KIMBERLY

LAPOINTE

N/F

ED

WA

RD

&

DA

RLE

NE

LA

NG

AN

95 S

outh E

lm

S

t.

N/F

WINDSOR LOCKS

HOUSING AUTHORITY

124 Southwest Avenue

41 Oak Street

Windsor locks

N/F

RA

ND

OLP

H A

. &

KA

TH

LE

EN

M

. M

IN

DE

111 S

outh E

lm

S

treet

N/F

IVAN W. BARSALLO-BERNALES

& LEONA GAMARRA

N/F

SANDRA J. GALETTA

Site

PROPOSED

MULTIPLE FAMILY SPECIAL

DEVELOPMENT ZONE

(MFSD)

STEVENS STREET

EXISTING RESIDENCE A ZONE

N/F

HEATHER

QUEVLLON

17 Stevens St.

N/F

GARY F. &

BARBARA A.

TATRO

9 Stevens St.

N/F

ADAM E. &

JENNIFER L.

HOFFMAN

11 Stevens St.

N/F

SHERRLY A.

HEALEY

13 Stevens St.

N/F

RAYMOND P. &

CRISPOLA H.

URGO

15 Stevens St.

N/F

ELIZABETH &

ELIZABETH A.

BIELINSKI

19 Stevens St.

N/F

JAMES S. &

BONNIE M.

MONTEMERLO

21 Stevens St.

N

/

F

J

O

S

E

L

.

&

M

I

L

D

R

E

D

R

I

V

E

R

A

2

3

S

t

e

v

e

n

s

S

t

.

N/F

PAUL N. KANGAS

N/F

JO

HN

J. &

LA

UR

EL

HO

YN

OS

KI

91 S

outh E

lm

S

t.

N/F

LAWRENCE E. JR. &

SHARON B. GIRARD

7 Stevens St.

N

/

F

D

A

V

I

D

J

.

P

L

A

C

E

&

S

U

Z

A

N

N

E

B

.

T

R

A

H

A

N

8

3

P

e

r

s

h

i

n

g

R

o

a

d

500' LIMIT

500' LIMIT

N/F

KELL A. KORETZ

87 Pershing Road

RA

CH

EL

R

OA

D

APPROX. ZONE LINE

AP

PR

OX

. Z

ON

E LIN

E

N/F

WALTER &

JANET B.

HIJECK

26 Stevens St.

N/F

MARIA

MULAZZI

24 Stevens St.

N/F

NELSON L. &

EILEEN C.

PERRY

22 Stevens St.

N/F

ROBERT J. &

LINDA M.

MORRELL

20 Stevens St.

N/F

JOHN F. &

MARTHA ANN

PETERSEN

18 Stevens St.

N/F

MARTA &

BABIARZ

ANNA N.

NOWAK

25 Stevens St.

500' LIM

IT

5

0

0

' L

IM

IT

EXISTING RESIDENCE AA ZONE

WINDSOR LOCKS HIGH SCHOOL

WINDSOR LOCKS HIGH SCHOOL

64 South Elm Street

PROPERTY WITHIN 500' (FEET) LIMIT LINE

IS RESIDENTIAL USE UNLESS NOTED.

50 Church Street

Windsor Locks, Ct.

200'

APPROX. ZONE LINE

200'