WINDSOR LOCKS, CONNECTICUT

SOUTH ELM STREET & HERITAGE LANE

HERITAGE FARMS

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.

PLAN DATE: 1/31/20

REVISED 3/06/20 - STAFF COMMENTS

REVISED 3/31/20 - STAFF COMMENTS

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

SOUTH ELM STREET

11

1/31/20

AREA:

134,914 S.F.

OR 3.097 AC.

1"= 20'

2

PROPERTY SURVEY

WINDSOR LOCKS, CONNECTICUT

64 SOUTH ELM STREET

PROPERTY OF

M & L DEVELOPMENT CORPORATION

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

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 & HERITAGE LANE

HERITAGE FARMS

SOUTH ELM STREET

11

1/31/20

1"= 20'

4

SITE PLAN

WINDSOR LOCKS, CONNECTICUT

SOUTH ELM STREET & HERITAGE LANE

HERITAGE FARMS

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

.0

'

25

.9

'

23.8'

25

.4

'

2

5

.4

'

20

.1

'

26

.0

'

3

2

.

4

'

3

8

.

4

'

5.0'

UNIT 1

#64

UNIT 2

#66

UNIT 3

#68

UNIT 4

#70

UNIT 5

#72

UNIT 6

#74

UNIT 7

#32

UNIT 8

#30

UNIT 9

#28

UNIT 10

#26

UNIT 11

#24

UNIT 12

#22

UNIT 13

#20

UNIT 14

#18

UNIT 1

#16

UNIT 16

#14

UNIT 17

#12

UNIT 19

#8

UNIT 20

#6

UNIT 21

#4

UNIT 22

#2

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 REMAIN

22.0'

REMOVE EXIST. HOUSE, STEPS,

FOUNDATION, CONC. PADS, BITUMINOUS

& GRAVEL DRIVEWAY ETC.

PROVIDE NEW SIDEWALK RAMP AT 1"/FT. MAX SLOPE

EXIST. UTILITY POLE TO REMAIN

SAWCUT EXIST. SIDEWALK AT NEAREST JOINTS TO

LIMITS SHOWN & REMOVE EXIST. WALK & CURB.

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

PROVIDE NEW SIDEWALK

RAMP AT 1"/FT. MAX SLOPE

SAWCUT EXIST. SIDEWALK AT NEAREST

JOINTS TO LIMITS SHOWN & REMOVE

EXIST. WALK & CURB.

END BCLC

PROVIDE NEW SIDEWALK

RAMP AT 1"/FT. MAX SLOPE

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'

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.

7.1 DU'S / AC.

OR 19.05 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.)

19.7%

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.

(SEE UNIT AREA

CALCULATIONS)

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

59 BEDROOMS

3.097 AC.

= 19.05 BEDROOMS PER ACRE

6' PVC FENCE

6' PVC FENCE

DECK

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.)

STOP SIGN

CT DOT #31-0552

12" WHITE PAINTED STOP BAR 4' BEHIND SIDEWALK

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 (TYP.)

FLAGPOLE

PROPOSED BENCH

(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.

3. THIS ROAD IS A PRIVATE ROAD TO BE MAINTAINED

BY THE HOMEOWNERS ASSOCIATION. SEE

POST-CONSTRUCTION MAINTENANCE SCHEDULE

ON SHEET 9.

STOP SIGN

CT DOT #31-0552

UNIT 18

#10

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)

REMOVE EXISTING VEGETATION

REMOVE

EXISTING

VEGETATION

UP LIGHT TO ILLUMINATE

FLAG POLE

EXIST. TREE TO

BE REMOVED

EXIST. TREE TO BE

REMOVED

2

0

'R

2

0

'R

4

5

'

R

4

5

'

R

7

1

'R

7

1

'R

2' R

(TYP.)

2' R

(TYP.)

SEE NOTE #3

SE

E N

OT

E #

3

SE

E N

OT

E #

3

3/06/20 STAFF COMMENTS1

*

15 - 3 BEDROOM UNITS

7 - 2 BEDROOM UNITS

*

2

0

'R

2

0

'R

HE

RIT

AG

E LA

NE

HE

RIT

AG

E LA

NE

MAILBOX

STATION

(SEE DETAIL)

MAILBOX

STATION

(SEE DETAIL)

STREET

SIGN

STREET

SIGN

UNIT AREA CALCULATIONS

UNIT A DUPLEX - SINGLE FLOOR 1224GSF 1147NSF

UNIT A DUPLEX - BEDROOM OVER LIVING AREA 1851GSF 1352NSF

UNIT A DUPLEX - BEDROOM OVER GARAGE 1473GSF 1352NSF

UNIT B DUPLEX - SINGLE FLOOR 1200GSF 1131NSF

UNIT C - TOWN HOUSE 1432GSF 1324NSF

STAIRS INCLUDED IN GROSS AND NET SF CALCULATIONS

GARAGES EXCLUDED FROM GROSS AND NET CALCULATIONS

GSF INCLUDES EXTERIOR WALLS

NSF EXCLUDES EXTERIOR WALLS

2

8

.

6

'

2

5

.

2

'

57.1'

23.6'

25

.4

'

2

0

.

9

'

2

4

.

4

'

39.4'

3/31/20 STAFF COMMENTS2

ADA DETECTABLE WARNING TILE (TYP.)

END BCLC

BEGIN

BCLC

PAINTED CROSSWALK. SEE DETAIL (SHEET 11)

EXIST. SIDEWALK

TO REMAIN

SIGN TO BE

RELOCATED

1

5

3

SOUTH ELM STREET

1

5

4

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

1

5

5

154

1

5

2

1

5

3

152x5

153

1

5

2

152x5

1

5

2

151x3

152x5

151

153x2

153

149

1

4

8

1

4

7

1

4

6

144

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

BF=147.0

FF=156.0

GF=154.0

BF=147.0

FF=156.5

GF=154.5

BF=147.5

FF=156.5

GF=154.5

BF=147.5

FF=157.5

GF=155.5

BF=148.5

FF=157.5

GF=155.5

BF=148.5

FF=156.0

GF=154.0

BF=147.0

FF=156.0

GF=154.0

BF=147.0

FF=156.0

GF=154.0

BF=147.0

FF=156.0

GF=154.0

BF=147.0

FF=156.0

GF=154.0

BF=147.0

FF=155.0

GF=153.0

BF=146.0

FF=155.0

GF=153.0

BF=146.0

FF=154.0

GF=152.0

BF=145.0

FF=154.0

GF=152.0

BF=145.0

FF=155.5

GF=153.5

BF=146.5

FF=155.5

GF=153.5

BF=146.5

FF=155.5

GF=153.5

BF=146.5

FF=155.5

GF=153.5

BF=146.5

FF=155.5

GF=153.5

BF=146.5

FF=154.0

GF=152.0

BF=145.0

FF=154.0

GF=152.0

BF=145.0

1

5

2

.5

1

5

2

1

5

4

152.5

xx

152.5

x

x

152.4152.4

x

151.4

x

151.8

x

152.1

1

5

3

1

5

1

1

5

2

1

4

5

1

5

4

xx

153.3

1

5

4

x154.4

152x5

143x3

1

4

3

x

3

1

4

3

x

3

153.3

HP

154x1

153x5

x151.04

x

151.1

152x25

x

152.25

150

151

151x5

151x4

x

151.5

151x4

151x35

x

151.2

151.7TC

BC

1

4

4

1

4

3

1

4

2

1

4

0

11

1/31/20

1"= 20'

5

GRADING PLAN

WINDSOR LOCKS, CONNECTICUT

3/06/20 STAFF COMMENTS1

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

UNIT 18

EXISTING TREES

TO REMAIN

SOUTH ELM STREET & HERITAGE LANE

HERITAGE FARMS

HE

RIT

AG

E LA

NE

HE

RIT

AG

E LA

NE

3/31/20 STAFF COMMENTS2

PAVED LEAK-OFF

1

5

3

SOUTH ELM STREET

1

5

4

154

1

5

3

15

2

15

1

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

1

5

5

154

1

5

2

1

5

3

152x5

153

1

5

2

152x5

1

5

2

151x3

152x5

151

153x2

153

149

1

4

8

1

4

7

1

4

6

144

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

BF=147.0

FF=156.0

GF=154.0

BF=147.0

FF=156.5

GF=154.5

BF=147.5

FF=156.5

GF=154.5

BF=147.5

FF=157.5

GF=155.5

BF=148.5

FF=157.5

GF=155.5

BF=148.5

FF=156.0

GF=154.0

BF=147.0

FF=156.0

GF=154.0

BF=147.0

FF=156.0

GF=154.0

BF=147.0

FF=156.0

GF=154.0

BF=147.0

FF=156.0

GF=154.0

BF=147.0

FF=155.0

GF=153.0

BF=146.0

FF=155.0

GF=153.0

BF=146.0

FF=154.0

GF=152.0

BF=145.0

FF=154.0

GF=152.0

BF=145.0

FF=155.5

GF=153.5

BF=146.5

FF=155.5

GF=153.5

BF=146.5

FF=155.5

GF=153.5

BF=146.5

FF=155.5

GF=153.5

BF=146.5

FF=155.5

GF=153.5

BF=146.5

FF=154.0

GF=152.0

BF=145.0

FF=154.0

GF=152.0

BF=145.0

1

5

2

.5

1

5

2

1

5

4

152.5

xx

152.5

x

x

152.4152.4

x

151.4

x

151.8

x

152.1

1

5

3

1

5

1

1

5

2

1

4

5

1

5

4

xx

153.3

1

5

4

x154.4

152x5

143x3

1

4

3

x

3

1

4

3

x

3

153.3

HP

154x1

153x5

x151.04

x

151.1

152x25

x

152.25

150

151

151x5

151x4

x

151.5

151x4

151x35

x

151.2

151.7TC

BC

1

4

4

1

4

3

1

4

2

1

4

0

11

1/31/20

1"= 20'

6

DRAINAGE & UTILITY PLAN

WINDSOR LOCKS, CONNECTICUT

16'-6"HDPE

PIPE

R

L

12"INLET DRAIN

TF=152.0

FL=149.5 (6")

FL=149.0 (12")

5'-12"HDPE PIPE

FL=148.5

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

CB #1, TYPE 'C'

TF=151.3

FL=148.5

68'-12"HD

PE

PIP

E

R

L

FL=149.0

10'-6"HDPE

PIPE

CB #3, TYPE 'C'

W/TRAP HOOD

& DEEP SUMP

TF=150.64

FL=147.42

22'-12"HDPE PIPE

CB #2, TYPE 'C'

TF=150.64

FL=147.64

84'-12"HDPE PIPE

R

L

R

L

DMH

TF=152.7

FL=146.58(S)

FL=143.82(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=143.3

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"PVC

6"PVC

6

"

P

V

C

6

"

P

V

C

6"P

VC

6"P

VC

150'-8"PVC

FL=145.8

FL=146.42

6

"

P

V

C

6

"

P

V

C

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

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)

RIPRAP SPILLWAY

EL=141.8

FOREBAY

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

UNIT 18

NOTE:

CHECK WITH BUILDING DEPARTMENT DURING FOUNDATION

EXCAVATION TO SEE IF FOOTING DRAINS MAY BE REQUIRED.

SUMP PUMPS MAY BE REQUIRED.

NOTE:

ROOF RUNOFF FROM DESIGNATED UNITS SHALL BE DIRECTED TO

INFILTRATOR SYSTEMS EITHER BY DIRECT PIPE CONNECTION OR

OVER LAND FLOW AS NOTED BELOW:

UNIT NUMBERS INFILTRATION AREA

1. REAR OF 12 & 13 1

2. 7, 8 & 9 2

3. FRONT OF 5 & 6 3

4. REAR OF 5 & 6 4

5. 10 & 11 5

6. 4 6

7. 3 7

8. FRONT OF 1 & 2 9

9. REAR OF 1 & 2 10

10. REAR OF 14 & 15 11

11. 16, 17, 18, 19, 20, 21 & 22 INFILTRATION BASIN

6"PVC

EXISTING TREES

TO REMAIN

3/06/20 STAFF COMMENTS1

6"PVC

6"PVC

6"PVC

6"P

V

C

CO

CO

CO

SOUTH ELM STREET & HERITAGE LANE

HERITAGE FARMS

HE

RIT

AG

E LA

NE

HE

RIT

AG

E LA

NE

3/31/20 STAFF COMMENTS2

PAVED LEAK-OFF

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

4

3

1

5

3

1

5

4

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

1

5

5

154

1

5

2

1

5

3

152x5

153

1

5

2

152x5

1

5

2

151x3

152x5

151

153x2

153

149

1

4

8

1

4

7

1

4

6

144

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

2

.5

1

5

2

1

5

4

152.5

xx

152.5

x

x

152.4152.4

x

151.4

x

151.8

x

152.1

1

5

3

1

5

1

1

5

2

1

4

5

1

5

4

xx

153.3

1

5

4

x154.4

152x5

143x3

1

4

3

x

3

1

4

3

x

3

153.3

HP

154x1

153x5

x151.04

x

151.1

152x25

x

152.25

150

151

151x5

151x4

x

151.5

151x4

151x35

x

151.2

151.7TC

BC

1

4

4

1

4

3

1

4

2

1

4

0

11

1"= 20'

7

EROSION & SEDIMENTATION CONTROL PLAN

& CONSTRUCTION SEQUENCE

WINDSOR LOCKS, CONNECTICUT

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.

MAINTAIN IN ACCORDANCE

TO TOWN SPECIFICATIONS

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, HAYBALE DAMS 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

(TYP.)

HAYBALE DAM

HAYBALE DAM

1/31/20

3/06/20 STAFF COMMENTS1

HAYBALE DAM

HAYBALE DAM

(TYP.)

SOUTH ELM STREET & HERITAGE LANE

HERITAGE FARMS

HE

RIT

AG

E LA

NE

HE

RIT

AG

E LA

NE

3/31/20 STAFF COMMENTS2

1

5

3

SOUTH ELM STREET

1

5

4

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

1

5

5

154

1

5

2

1

5

3

152x5

153

1

5

2

152x5

1

5

2

151x3

152x5

151

153x2

153

149

1

4

8

1

4

7

1

4

6

144

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

2

.5

1

5

2

1

5

4

152.5

x x

152.5

x

x

152.4152.4

x

151.4

x

151.8

x

152.1

1

5

3

1

5

1

1

5

2

1

4

5

1

5

4

x x

153.3

1

5

4

x154.4

152x5

143x3

1

4

3

x

3

1

4

3

x

3

153.3

HP

154x1

153x5

x151.04

x

151.1

152x25

x

152.25

150

151

151x5

151x4

x

151.5

151x4

151x35

x

151.2

151.7TC

BC

1

4

4

1

4

3

1

4

2

1

4

0

11

1/31/20

1"= 20'

8

LANDSCAPE PLAN

WINDSOR LOCKS, CONNECTICUT

BENCH (TYP.)

SEASONAL TABLE & CHAIRS

/ CONVERSATION AREA

15'x15' PERGOLA

FLAGPOLE

PERENNIALS

PERENNIALS

PERVIOUS PAVERS

LIMIT OF CONC. WALK LIMIT OF CONC. WALK

UP LIGHT TO ILLUMINATE

FLAG POLE

PERENNIALS

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

1 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 GOLDENRAIN

TREE

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

INDIVIDUAL UNIT PLANTING BEDS.

SEE SHEET 9 FOR DETAILS.

3/06/20 STAFF COMMENTS1

SOUTH ELM STREET & HERITAGE LANE

HERITAGE FARMS

HE

RIT

AG

E LA

NE

HE

RIT

AG

E LA

NE

3/31/20 STAFF COMMENTS2

11

1/31/20

1"= 10'

9

LANDSCAPE NOTES

WINDSOR LOCKS, CONNECTICUT

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

16

Carpinus Betulus 'Frans Fontaine'Hornbeam

2

1

2

"-3" Caliper

B&B

Straight Trunk

6' Branching

3

Koelreuteria Paniculata

Golden Rain Tree

2

1

2

"-3" Caliper

B&B

Straight Trunk

6' Branching

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 22 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.

INFILTRATION BASIN - MAINTENANCE SCHEDULE

1. INSPECT AND CLEAN CATCH BASINS AND FOREBAY AT LEAST TWICE A YEAR.

2. FOR FIRST FEW MONTHS AFTER CONSTRUCTION, INSPECT INFILTRATION BASIN AFTER EVERY

MAJOR STORM.

3. IF WATER IS STILL PONDED 48 HOURS AFTER A STORM, CHECK TO SEE IF THE RIVER ROCK ON THE

BOTTOM OF THE BASIN IS CLOGGED. IF RIVER ROCK IS CLOGGED, REMOVE THE ROCK AND CLEAN

OUT ANY SEDIMENT.

4. TILL THE BOTTOM OF THE BASIN AND REPLACE THE RIVER ROCK.

5. AFTER THE FIRST FEW MONTHS, INSPECT AT LEAST TWICE A YEAR AND REMOVE SEDIMENT AS

NOTED ABOVE IF REQUIRED.

6. REMOVE GRASS CLIPPINGS, LEAVES AND SEDIMENT ROUTINELY FROM ALL INLETS AND SURFACE

OF FOREBAY AND SEDIMENT-BASIN.

7. AVOID HEAVY EQUIPMENT ON THE BOTTOM OF THE BASIN THAT MAY CONSOLIDATE SOIL AND

REDUCE INFILTRATION CAPACITY.

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 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.

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

CONFORM TO TOWN OF WINDSOR LOCKS DPW SPECIFICATIONS.

26. 20 M.P.H. SPEED LIMIT SIGNS SHALL BE POSTED BY THE DEVELOPER.

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

FRONT GRADE.

28. A PERMIT IS REQUIRED FROM THE TOWN OF WINDSOR LOCKS DEPARTMENT OF PUBLIC WORKS PRIOR TO

ANY ROAD WORK IN SOUTH ELM STREET.

29. TOWN OF WINDSOR LOCKS WPCA APPROVAL AND CONNECTION FEE IS REQUIRED FOR THE PROPOSED

SANITARY SEWER CONNECTION.

30. SANITARY SEWER INSTALLATION REQUIRES TOWN OF WINDSOR LOCKS INSPECTION AND PRESSURE TEST

PRIOR TO DISCHARGE.

31. EVERSOURCE ENERGY WILL DETERMINE REQUIREMENTS AND/OR LOCATIONS OF TRANSFORMERS AFTER

SITE PLAN APPROVAL.

PERENNIALS

GRANITE

COBBLES

FLAGPOLE

PLACE GRANITE COBBLES

TO CREATE RAISED ISLAND,

EXPOSE COBBLES 4"

FLAGPOLE PLANTING DETAIL

N.T.S.

PERENNIALS /

ANNUALS

PERENNIALS /

ANNUALS

(TYP.)

3/06/20 STAFF COMMENTS1

SOUTH ELM STREET & HERITAGE LANE

HERITAGE FARMS

3/31/20 STAFF COMMENTS2

11

N.T.S.

1/31/2020

10

CONSTRUCTION DETAILS

WINDSOR LOCKS, CONNECTICUT

TYPICAL TRENCH FOR STORM SEWER

DETECTABLE WARNING SURFACE

CATCH BASIN (PRECAST UNITS)

**

*

STORM MANHOLE

PRECAST REINFORCED CONCRETE

PAVEMENT SECTION

SEE GRADING PLAN AT INTERSECTION WITH SOUTH ELM ST.

SUITABLE COMPACTED SUBGRADE

12" CTDOT M.05.01 PROCESSED

AGGREGATE BASE

1 1/2" BITUMINOUS

CONCRETE CLASS 1

1 1/2" BITUMINOUS

CONCRETE CLASS 2

3/8" / FT

℄ O

F R

OA

D

3/8" / FT

*

*

INTEGRAL CURBING AND SIDEWALK

CONCRETE SIDEWALK

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

TYPICAL TRENCH DETAIL (SANITARY SEWER)

3/06/20 STAFF COMMENTS1

SOUTH ELM STREET & HERITAGE LANE

HERITAGE FARMS

3/31/20 STAFF COMMENTS2

CATCH BASINS #1 & 2

CATCH BASIN #3

**

*

11

N.T.S.

1/31/2020

11

CONSTRUCTION DETAILS

WINDSOR LOCKS, CONNECTICUT

SILT FENCE

CONSTRUCTION ENTRANCE

®

®

®

SILTSACK® DETAIL

6.42'

3.75'

3.75'

MC-3500 CHAMBER

INFILTRATION AREA

( 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"

12

"

TEMPORARY PAVEMENT PATCH

SECTION A-A

PLAN

SEWER LATERAL INSIDE DROP

CORE & BOOT CONNECTION

LATERAL CONNECTION

3/06/20 STAFF COMMENTS1

CLUSTER MAILBOX DETAIL

SOUTH ELM STREET & HERITAGE LANE

HERITAGE FARMS

ANTI-SIPHON

DEVICE

OUTLET

PIPE

SNOUT

OIL-DEBRIS

HOOD

MOUNTING

FLANGE

1" PVC ANTI-SIPHON

PIPE ADAPTER

REMOVABLE

WATERTIGHT

ACCESS PORT,

6"-10" OPENING

OUTLET PIPE (HIDDEN)

FOAM GASKET W/

PSA BACKING

(TRIM TO LENGTH)

MOUNTING

FLANGE

DETAIL B

GASKET

COMPRESSED

BETWEEN HOOD

AND STRUCTURE

(SEE DETAIL B)

INSTALLATION NOTE:

POSITION HOOD SUCH THAT BOTTOM FLANGE IS A DISTANCE

OF 1/2 OUTLET PIPE DIAMETER (MIN.) BELOW THE PIPE

INVERT. MINUMUM DISTANCE FOR PIPES < 12" I.D. IS 6".

STAINLESS

BOLT

ANCHOR

SHIELD

EXPANSION CONE

(NARROW END OUT)

DRILLED

HOLE

DETAIL A

ANCHOR W/ BOLT

(SEE DETAIL A)

1/2 D

OIL AND DEBRIS

SNOUT OIL-WATER-DEBRIS SEPARATOR S

EE

N

OT

E*

NOTES:

1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES SHALL BE AS

MANUFACTURED BY:

2. BEST MANAGEMENT PRODUCTS, INC., 53 MT. ARCHER RD., LYME, CT 06371, (860) 434-0277, (860) 434-3195

FAX TOLL FREE: (800) 504-8008 OR (888) 354-7585, WEB SITE: www.bestmp.com OR PRE-APPROVED EQUAL.

3. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN COMPOSITE WITH ISO GEL COAT

EXTERIOR FINISH WITH A MINIMUM 0.125" LAMINATE THICKNESS.

4. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A MOUNTING FLANGE, AND AN

ANTI-SIPHON VENT AS DRAWN. (SEE CONFIGURATION DETAIL)

5. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE SIZE AS PER

MANUFACTURER'S RECOMMENDATION.

6. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE EQUAL TO 1/2 THE OUTLET PIPE

DIAMETER WITH A MINIMUM DISTANCE OF 6" FOR PIPES <12" I.D.

7. THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" AND A MAXIMUM OF 24"

ACCORDING TO STRUCTURE CONFIGURATION.

8. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED SMOOTH AND FREE

OF LOOSE MATERIAL.

9. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3/8' STAINLESS STEEL BOLTS AND

OIL-RESISTANT GASKET AS SUPPLIED BY MANUFACTURER. (SEE INSTALLATION DETAIL)

10. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER SUPPLIED INSTALLATION KIT.

INSTALLATION KIT SHALL INCLUDE:

A. INSTALLATION INSTRUCTIONS

B. PVC ANTI-SIPHON VENT PIPE AND ADAPTER

C. OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING

D. 3/8" STAINLESS STEEL BOLTS

E. ANCHOR SHIELDS

CONFIGURATION DETAIL

D

TRAP HOOD OUTLET

TREE PLANTING DETAIL

SHRUB PLANTING DETAIL

PERMANENT PAVEMENT PATCH

3/31/20 STAFF COMMENTS2

PEDESTRIAN CROSSWALK

PAVEMENT MARKING