C O N N E C T I C U T D E P A R T M E N T O F T R A N S P O R T A T I O N - M E T R O N O R T H R A I L R O A D C O N N E C T I C U T D E P A R T M E N T O F T R A N S P O R T A T I O N - M E T R O N O R T H R A I L R O A D

H

Y

D

D

KennethBorosonARCHITECTS

31 5 P eck Str ee tN e w H a ven , C T 0651 3

p: 203.624.0662f: 203.562.1732www.kb ar ch . com

THIS PRINT IS THE PROPERTY

OF KENNETH BOROSON

ARCHITECTS. IT IS LOANED

WITH THE EXPRESS AGREEMENT

THAT THE DRAWING AND THE

INFORMATION CONTAINED

THEREIN ARE THE PROPERTY OF

KENNETH BOROSON

ARCHITECTS AND WILL NOT BE

REPRODUCED, COPIED OR

OTHERWISE DISPOSED OF,

DIRECTLY OR INDIRECTLY, AND

WILL NOT BE USED IN WHOLE

OR IN PART TO ASSIST IN

MAKING OR TO REFURNISH ANY

INFORMATION FOR MAKING

DRAWINGS, PRINTS OR OTHER

REPRODUCTIONS THEREOF OR

FOR THE MAKING OF

APPARATUS OR PARTS THEREOF

EXCEPT UPON WRITTEN

PERMISSION OF KENNETH

BOROSON ARCHITECTS. THE

ACCEPTANCE OF THE PRINTS

WILL BE CONSTRUED AS AN

ACCEPTANCE OF THE

FOREGOING AGREEMENT.

N / A

10 NORDEN PLACE

DESIGN DEVELOPMENT

2019.014

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1000 Bridgeport Avenue

Suite 320

Shelton, CT 06484

(203) 712-1100

C1.00

N

00 80' 160'

SCALE: 1" = 80'

N

O

R

D

E

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EXISTING DATA

CENTER

50' WETLAND SETBACK

100' WATERCOURSE SETBACK

PROPERTY LINE (TYP)

50 ' WETLAND SETBACK

1,498 SF OF DISTURBANCE WITHIN SETBACK

100' WATERCOURSE SETBACK

12,516 SF OF DISTURBANCE WITHIN SETBACK

SITE PLAN LEGEND

PROPERTY LINE

SETBACK LINE

WETLAND BOUNDARY

WATERCOURSE

WETLAND FLAG

WETLAND SETBACK

WATERCOURSE SETBACK

CONCRETE CURB

CONCRETE SIDEWALK

WHITE PAINTED LINE

DOUBLE YELLOW CENTERLINE

HANDICAPPED PARKING SYMBOL

SAWCUT LINE

SITE LIGHT

UNIT A2

50 ' WETLAND SETBACK

100' WATERCOURSE

SETBACK

SITE PLAN NOTES

1. REFERENCE IS MADE TO THE SURVEY ENTITLED "PROPERTY & TOPOGRAPHIC SURVEY 10 NORDEN

PLACE" PREPARED FOR NORWALK CENTER LLC, PREPARED BY WILLIAM W. SEYMOUR & ASSOCIATES,

P.C, DATED MARCH 19, 2019.

2. ANY AREAS DISTURBED BY CONSTRUCTION ACTIVITIES AND IS NOT PROVIDED WITH A SPECIFIC

SITE IMPROVEMENT (PAVING, SIDEWALK, LANDSCAPING, ETC.) SHALL HAVE 4" TOPSOIL AND TURF

ESTABLISHMENT IN ACCORDANCE WITH THE PROJECT LANDSCAPING PLANS.

3. THE GENERAL CONTRACTOR SHALL RETAIN A PROFESSIONAL ENGINEER OR LAND SURVEYOR

REGISTERED BY THE STATE OF CONNECTICUT TO LAY OUT THE BUILDING, UNDERGROUND UTILITY

LINES, AND OTHER SITE WORK FROM THE HORIZONTAL AND VERTICAL CONTROL INFORMATION

FURNISHED BY THE OWNER AND TO ESTABLISH AND RECORD THE NECESSARY ELEVATIONS, AT NO

ADDITIONAL COST TO THE STATE.

4. THE LOCATIONS OF ITEMS NOT DIMENSIONED ON THE DRAWINGS SHALL BE FIELD STAKED BY THE

CONTRACTOR AND THEIR LOCATIONS APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO

INSTALLATION.

5. SEE LANDSCAPE PLANS AND DETAILS FOR ADDITIONAL INFORMATION.

6. PARKING NEEDS FOR THE SITE SHALL BE COORDINATED WITH THE DATA CENTER'S VALET PARKING

PLAN IN THE EVENT OF AN EMERGENCY AND/OR ACT OF TERRORISM.

CONDO LINE

UNIT A2

UNIT A1

UNIT B

ZONING ANALYSIS

ZONE: RESTRICTED INDUSTRIAL (RI)

MAP: 22SW, BLOCK 17, LOT 40

LOT AREA: 1,620,868 SF (37.21 ACRES)

MAXIMUM HEIGHT

MINIMUM HEIGHT

4 STORIES & 55 FEET

N/A - -

REQUIRED EXISTING PROPOSED

MINIMUM SIZE OF PLOT (AREA)

MINIMUM SIZE OF PLOT (WIDTH)

1,620,868 SF (37.21 AC)

1102.5 FT

FRONT YARD SETBACK 437.6 FT

43,560 SF (1 ACRE)

100 FEET

30'-0"

SIDE YARD SETBACK

AGGREGATE SIDE YARD SETBACK

REAR YARD SETBACK

BUILDING AREA (COVERAGE):

LOADING DOCKS

OFFICE USE

INDUSTRIAL / MANUFACTURING USE

BUILDING AREA

PERCENT OF OFFICE USE

NONE (10'-0" MIN WHEN PROVIDED)

10'-0"

10'-0"

50 %

4 STORIES / 53'-11" 4 STORIES / 53'-11"

1,620,868 FS

1102.5 FT

437.6 FT

20 FT 20 FT

215 FT 60.8 FT

66 FT 66 FT

27 % 27 %

5 14 NEW / 19 TOTAL

473,261 SF 473,261 SF

329,755 SF

803,016 SF

59 % 59 %

WAREHOUSE 329,755 SF

803,016 SF

GROSS BUILDING AREA (EXISTING BUILDING)

MAIN BUILDING

DATA CENTER BUILDING

BUILDING AREA TABLE

BASEMENT

FIRST FLOOR

171,381 SF

342,727 SF

AREA

SECOND FLOOR

PENTHOUSE

COMPACT RANGE BUILDING

104,580 SF

7,690 SF

9,050 SF

167,588 SF

NOTES:

1. Previously approved values are taken from "Architectural Site Plan" prepared by Perkins Eastman on December 17, 2013.

TOTAL EXISTING BUILDING 635,428 SF

TOTAL 803,016 SF

1

1

1

2

USE

OFFICE (1 SPACE / 370 SF) - MAIN BUILDING 284,274 GFA 769 702

TOTAL

PARKING ANALYSIS

DATA CENTER (1 SPACE / 1,200 SF)

INDUSTRIAL / MANUFACTURING (1 SPACE / 300 SF) OF ACTIVE FLOOR AREA (.75)

140

824

WAREHOUSE (1 SPACE PER EMPLOYEE + 1 SPACE / 5,000 SF) 155

167,558 GFA

329,755 SF X .75

100 EMPLOYEES + 271,826 SF

COLLEGE (HIGH SCHOOL)

REQUIRED PREVIOUSLY APPROVED

157

824

-

261

1,190 1,944

PARKING LOSS PROPOSED

110 1,834

NOTES:

1. Existing parking count is based on "Topographic & Zoning Location Survey 10 Norden Place" prepared by William W. Seymour & Associates, P.C. on March 19,2019,

2. Previously approved values are taken from "Architectural Site Plan" prepared by Perkins Eastman on December 17, 2013.

3. Industrial space is excluded from required total as it is being convered to warehouse space

STORAGE (1 SPACE / 200 SF) OF ACTIVE FLOOR AREA (.75) 12633,400 SF X .75 -

KennethBorosonARCHITECTS

31 5 P eck Str ee tN e w H a ven , C T 0651 3

p: 203.624.0662f: 203.562.1732www.kb ar ch . com

THIS PRINT IS THE PROPERTY

OF KENNETH BOROSON

ARCHITECTS. IT IS LOANED

WITH THE EXPRESS AGREEMENT

THAT THE DRAWING AND THE

INFORMATION CONTAINED

THEREIN ARE THE PROPERTY OF

KENNETH BOROSON

ARCHITECTS AND WILL NOT BE

REPRODUCED, COPIED OR

OTHERWISE DISPOSED OF,

DIRECTLY OR INDIRECTLY, AND

WILL NOT BE USED IN WHOLE

OR IN PART TO ASSIST IN

MAKING OR TO REFURNISH ANY

INFORMATION FOR MAKING

DRAWINGS, PRINTS OR OTHER

REPRODUCTIONS THEREOF OR

FOR THE MAKING OF

APPARATUS OR PARTS THEREOF

EXCEPT UPON WRITTEN

PERMISSION OF KENNETH

BOROSON ARCHITECTS. THE

ACCEPTANCE OF THE PRINTS

WILL BE CONSTRUED AS AN

ACCEPTANCE OF THE

FOREGOING AGREEMENT.

N / A

10 NORDEN PLACE

DESIGN DEVELOPMENT

2019.014

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1000 Bridgeport Avenue

Suite 320

Shelton, CT 06484

(203) 712-1100

C1.01

SIGN LEGEND

(30x30)

31-0552

A B

31-0290

SITE PLAN LEGEND

PROPERTY LINE

SETBACK LINE

WETLAND BOUNDARY

WATERCOURSE

WETLAND FLAG

WETLAND SETBACK

CONCRETE CURB

CONCRETE SIDEWALK

WHITE PAINTED LINE

DOUBLE YELLOW CENTERLINE

SAWCUT LINE

DRAINAGE STRUCTURES

PAVEMENT REMOVAL

HEAVY DUTY BITUMINOUS

PAVEMENT

CONCRETE SIDEWALK REMOVAL

DOOR

D

00 40' 80'

SCALE: 1" = 40'

N

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NTIN

UATIO

N

SITE PLAN NOTES

1. REFERENCE IS MADE TO THE SURVEY ENTITLED "PROPERTY & TOPOGRAPHIC SURVEY 10 NORDEN PLACE" PREPARED FOR NORWALK CENTER

LLC, PREPARED BY WILLIAM W. SEYMOUR & ASSOCIATES, P.C, DATED MARCH 19, 2019.

2. ANY AREAS DISTURBED BY CONSTRUCTION ACTIVITIES AND IS NOT PROVIDED WITH A SPECIFIC SITE IMPROVEMENT (PAVING, SIDEWALK,

LANDSCAPING, ETC.) SHALL HAVE 4" TOPSOIL AND TURF ESTABLISHMENT IN ACCORDANCE WITH THE PROJECT LANDSCAPING PLANS.

3. THE GENERAL CONTRACTOR SHALL RETAIN A PROFESSIONAL ENGINEER OR LAND SURVEYOR REGISTERED BY THE STATE OF CONNECTICUT

TO LAY OUT THE BUILDING, UNDERGROUND UTILITY LINES, AND OTHER SITE WORK FROM THE HORIZONTAL AND VERTICAL CONTROL

INFORMATION FURNISHED BY THE OWNER AND TO ESTABLISH AND RECORD THE NECESSARY ELEVATIONS, AT NO ADDITIONAL COST TO THE

STATE.

4. THE LOCATIONS OF ITEMS NOT DIMENSIONED ON THE DRAWINGS SHALL BE FIELD STAKED BY THE CONTRACTOR AND THEIR LOCATIONS

APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.

5. ALL EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH PROPOSED PAVEMENT MARKINGS ARE TO BE REMOVED.

CONDO LINE

1

KennethBorosonARCHITECTS

31 5 P eck Str ee tN e w H a ven , C T 0651 3

p: 203.624.0662f: 203.562.1732www.kb ar ch . com

THIS PRINT IS THE PROPERTY

OF KENNETH BOROSON

ARCHITECTS. IT IS LOANED

WITH THE EXPRESS AGREEMENT

THAT THE DRAWING AND THE

INFORMATION CONTAINED

THEREIN ARE THE PROPERTY OF

KENNETH BOROSON

ARCHITECTS AND WILL NOT BE

REPRODUCED, COPIED OR

OTHERWISE DISPOSED OF,

DIRECTLY OR INDIRECTLY, AND

WILL NOT BE USED IN WHOLE

OR IN PART TO ASSIST IN

MAKING OR TO REFURNISH ANY

INFORMATION FOR MAKING

DRAWINGS, PRINTS OR OTHER

REPRODUCTIONS THEREOF OR

FOR THE MAKING OF

APPARATUS OR PARTS THEREOF

EXCEPT UPON WRITTEN

PERMISSION OF KENNETH

BOROSON ARCHITECTS. THE

ACCEPTANCE OF THE PRINTS

WILL BE CONSTRUED AS AN

ACCEPTANCE OF THE

FOREGOING AGREEMENT.

N / A

10 NORDEN PLACE

DESIGN DEVELOPMENT

2019.014

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1000 Bridgeport Avenue

Suite 320

Shelton, CT 06484

(203) 712-1100

C2.01

00 20' 40'

00 2' 4'

HORIZONTAL SCALE 1" = 20'

VERTICAL SCALE 1" = 2'

N

NO

RD

EN

PLACE

1

1

KennethBorosonARCHITECTS

31 5 P eck Str ee tN e w H a ven , C T 0651 3

p: 203.624.0662f: 203.562.1732www.kb ar ch . com

THIS PRINT IS THE PROPERTY

OF KENNETH BOROSON

ARCHITECTS. IT IS LOANED

WITH THE EXPRESS AGREEMENT

THAT THE DRAWING AND THE

INFORMATION CONTAINED

THEREIN ARE THE PROPERTY OF

KENNETH BOROSON

ARCHITECTS AND WILL NOT BE

REPRODUCED, COPIED OR

OTHERWISE DISPOSED OF,

DIRECTLY OR INDIRECTLY, AND

WILL NOT BE USED IN WHOLE

OR IN PART TO ASSIST IN

MAKING OR TO REFURNISH ANY

INFORMATION FOR MAKING

DRAWINGS, PRINTS OR OTHER

REPRODUCTIONS THEREOF OR

FOR THE MAKING OF

APPARATUS OR PARTS THEREOF

EXCEPT UPON WRITTEN

PERMISSION OF KENNETH

BOROSON ARCHITECTS. THE

ACCEPTANCE OF THE PRINTS

WILL BE CONSTRUED AS AN

ACCEPTANCE OF THE

FOREGOING AGREEMENT.

N / A

10 NORDEN PLACE

DESIGN DEVELOPMENT

2019.014

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1000 Bridgeport Avenue

Suite 320

Shelton, CT 06484

(203) 712-1100

C3.01

GRADING, DRAINAGE, AND UTILITY PLAN NOTES:

1. THE CONTRACTOR SHALL COORIDINATE/VERIFY THE EXACT SIZES, LOCATIONS, ELEVATIONS, OF ALL PROPOSED BUILDING

UTILITY SERVICES WITH THE PROJECT MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS PRIOR TO ANY CONSTRUCTION

OPERATIONS.

2. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK DONE BY THE RESPECTIVE UTILITY COMPANIES.

3. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF PROPOSED BUILDING UTILITY SERVICES

WITH THE PROJECT ARCHITECTURAL AND MEP PLANS.

4. THE MANHOLE FRAME AND COVER SHALL BE CENTERED ON THE PRECAST OPENING. UNDER NO CIRCUMSTANCES WILL AN

OFFSET FRAME AND COVER BE ACCEPTABLE. PRIOR TO FINAL PAVING, THE CONTRACTOR SHALL CHECK ALL MANHOLE

STRUCTURES TO ASSURE THE FRAME AND COVER IS CENTERED ON THE PRECAST OPENING. THE CONTRACTOR WILL BE

RESPONSIBLE FOR ALL WORK REQUIRED TO CENTER FRAME AND COVER.

5. INSTALL "FERNCO" STYLE FLEXIBLE COUPLINGS AT ALL LOCATIONS WHERE JOINING PIPES OF DIFFERENT MATERIALS AND/OR

SIZES PER MANUFACTURER'S RECOMMENDATIONS.

6. ALL PIPES AND FITTINGS SPECIFIED AS HDPE SHALL BE ADS N-12 WT (WATERTIGHT) PIPE AS MANUFACTURED BY ADVANCED

DRAINAGE SYSTEMS, HILLIARD, OHIO.

7. THE CONTRACTOR SHALL MAINTAIN EXISTING STORM SEWER FLOWS BY PUMPING OR OTHER MEANS APPROVED BY THE

OWNER'S REPRESENTATIVE DURING CONSTRUCTION OF THE PROPOSED STORM SEWER IN LOCATIONS WHERE STORM SEWER

ARE BEING INSTALLED, REPLACED OR RELOCATED.

8. WHEN RAISING EXISTING CATCH BASINS AND MANHOLES TO FINISHED GRADE, CONTRACTOR SHALL NOT EXCEED THE

MAXIMUM AMOUNT OF BRICK COURSES AS SHOWN ON THE DETAILS. CONTRACTOR SHALL RAISE STRUCTURE WITH STANDARD

MANHOLE/CATCH BASIN COMPONENTS AS APPROVED BY THE ENGINEER.

00 40' 80'

SCALE: 1" = 40'

N

SEE SH

EET C3.02 FO

R CO

NTIN

UATIO

N

STORMWATER MANAGEMENT PLAN LEGEND

CATCH BASIN

MANHOLE

DRAINAGE PIPE

FLARED END SECTION

HYDRODYNAMIC SEPARATOR

MAJOR CONTOUR

MINOR CONTOUR

DOOR

D

D

60

N

O

R

D

EN

PLA

C

E

1

3

260B

306

307

KennethBorosonARCHITECTS

31 5 P eck Str ee tN e w H a ven , C T 0651 3

p: 203.624.0662f: 203.562.1732www.kb ar ch . com

THIS PRINT IS THE PROPERTY

OF KENNETH BOROSON

ARCHITECTS. IT IS LOANED

WITH THE EXPRESS AGREEMENT

THAT THE DRAWING AND THE

INFORMATION CONTAINED

THEREIN ARE THE PROPERTY OF

KENNETH BOROSON

ARCHITECTS AND WILL NOT BE

REPRODUCED, COPIED OR

OTHERWISE DISPOSED OF,

DIRECTLY OR INDIRECTLY, AND

WILL NOT BE USED IN WHOLE

OR IN PART TO ASSIST IN

MAKING OR TO REFURNISH ANY

INFORMATION FOR MAKING

DRAWINGS, PRINTS OR OTHER

REPRODUCTIONS THEREOF OR

FOR THE MAKING OF

APPARATUS OR PARTS THEREOF

EXCEPT UPON WRITTEN

PERMISSION OF KENNETH

BOROSON ARCHITECTS. THE

ACCEPTANCE OF THE PRINTS

WILL BE CONSTRUED AS AN

ACCEPTANCE OF THE

FOREGOING AGREEMENT.

N / A

10 NORDEN PLACE

DESIGN DEVELOPMENT

2019.014

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1000 Bridgeport Avenue

Suite 320

Shelton, CT 06484

(203) 712-1100

C4.01

SOIL IDENTIFICATION LEGEND

RIDGEBURY, LEICESTER, AND WHITMAN

HOLLIS-CHATFIELD-ROCK

CHARLTON-URBAN LAND

PAXTON-URBAN LAND

UDORTHENTS-URBAN LAND

URBAN LAND

3

75C

260B

284B

306

307

SOIL EROSION AND SEDIMENTATION CONTROL LEGEND

MINOR CONTOUR

MAJOR CONTOUR

SPOT ELEVATION

SILT SACK

HAYBALE BARRIER

CONSTRUCTION ENTRANCE

SILT FENCE

TEMPORARY SOIL STOCKPILE AREA

SOIL TYPE BOUNDARY

120

115

S.S

00 40' 80'

SCALE: 1" = 40'

N

SEE SH

EET C4.02 FO

R CO

NTIN

UATIO

N

SOIL EROSION AND SEDIMENTATION CONTROL NOTES:

1. ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF

THE "2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL", CTDEEP BULLETIN NO. 34, AND ALL AMENDMENTS AND ADDENDA

THERETO AS PUBLISHED BY THE CONNECTICUT DEPARTMENT OF ENERGY AND ENVIRONMENTAL PROTECTION.

2. LAND DISTURBANCE SHALL BE KEPT TO THE MINIMUM NECESSARY FOR CONSTRUCTION OPERATIONS.

3. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AS SHOWN ON THE PLAN AND ELSEWHERE AS ORDERED BY THE ENGINEER OR THE CITY.

4. ALL CATCH BASINS SHALL BE PROTECTED WITH A SILT SACKS, HAYBALE RING, SILT FENCE OR BLOCK AND STONE INLET PROTECTION THROUGHOUT THE

CONSTRUCTION PERIOD AND UNTIL ALL DISTURBED AREAS ARE THOROUGHLY STABILIZED.

5. WHENEVER POSSIBLE, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. SEE "EROSION CONTROL

NARRATIVE".

6. ADDITIONAL CONTROL MEASURES SHALL BE INSTALLED DURING THE CONSTRUCTION PERIOD AS ORDERED BY THE ENGINEER.

7. ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHALL BE MAINTAINED IN EFFECTIVE CONDITION THROUGHOUT THE CONSTRUCTION PERIOD.

8. SEDIMENT REMOVED SHALL BE DISPOSED OF OFF-SITE OR IN A MANNER AS REQUIRED BY THE ENGINEER.

9. THE CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF ALL CONTROL MEASURES THROUGHOUT THE

CONSTRUCTION PERIOD.

10. ALL DISTURBED AREAS TO BE LEFT EXPOSED FOR MORE THAN 30 DAYS SHALL BE PROTECTED WITH A TEMPORARY VEGETATIVE COVER. SEED THESE

AREAS WITH PERENNIAL RYEGRASS AT THE RATE OF 40 LBS. PER ACRE (1 LB. PER 1,000 SQ. FT). APPLY SOIL AMENDMENTS AND MULCH AS REQUIRED

TO ESTABLISH A UNIFORM STAND OF VEGETATION OVER ALL DISTURBED AREAS.

11. THE CONSTRUCTION CONTRACTOR SHALL UTILIZE APPROVED METHODS/MATERIALS FOR PREVENTING THE BLOWING AND MOVEMENT OF DUST FROM

EXPOSED SOIL SURFACES ONTO ADJACENT PROPERTIES AND SITE AREAS.

12. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A SUPPLY OF SILT FENCE/HAYBALES AND ANTI-TRACKING CRUSHED STONE ON SITE FOR

EMERGENCY REPAIRS.

13. ALL DRAINAGE STRUCTURES SHALL BE PERIODICALLY INSPECTED WEEKLY BY THE CONSTRUCTION CONTRACTOR AND CLEANED TO PREVENT THE

BUILD-UP OF SILT.

14. THE CONSTRUCTION CONTRACTOR SHALL CAREFULLY COORDINATE THE PLACEMENT OF EROSION CONTROL MEASURES WITH THE PHASING OF

CONSTRUCTION.

15. KEEP ALL PAVED ROADWAYS CLEAN. SWEEP BEFORE FORECASTED STORMS.

16. TREAT ALL UNPAVED SURFACE WITH 4" MINIMUM OF TOPSOIL PRIOR TO FINAL STABILIZATION.

17. HAYBALE BARRIERS AND SILT FENCING SHALL BE INSTALLED ALONG THE TOE OF CRITICAL CUT AND FILL SLOPES.

18. THE CONTRACTOR SHALL NOTIFY THE CITY OF NORWALK'S ENVIRONMENTAL OFFICIAL PRIOR TO THE INSTALLATION OF EROSION CONTROLS, CUTTING

OF TREES, OR ANY EXCAVATION.

19. ALL TRUCKS LEAVING THE SITE MUST BE COVERED.

20. SOME CONTROL MEASURES ARE PERMANENT. THESE STRUCTURES SHALL BE CLEANED AND REPLENISHED AT THE END OF CONSTRUCTION. LOCATIONS

OF THE PERMANENT CONTROL STRUCTURES ARE SHOWN ON THE DRAINAGE PLANS.

21. ALL SEDIMENTATION AND EROSION CONTROLS SHALL BE CHECKED WEEKLY AND/OR AFTER EACH RAIN FALL EVENT. NECESSARY REPAIRS SHALL BE

MADE WITHOUT DELAY.

22. PRIOR TO ANY FORECASTED RAINFALL, EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED AND REPAIRED AS NECESSARY.

23. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, EROSION CONTROLS MAY BE REMOVED ONCE AUTHORIZATION TO DO SO HAS BEEN SECURED

FROM THE CITY. DISTURBED AREAS SHALL BE SEEDED AND MULCHED.

EROSION CONTROL NARRATIVE:

THE STORMWATER MANAGEMENT MEASURES WILL ADDRESS THE STORMWATER QUALITY ONCE THE SITE HAS BEEN CONSTRUCTED AND STABILIZED.

SEDIMENTATION AND EROSION CONTROL MEASURES WILL BE INSTALLED DURING CONSTRUCTION WHICH WILL MINIMIZE ADVERSE IMPACTS FROM

CONSTRUCTION ACTIVITIES.

ALL SEDIMENTATION AND EROSION CONTROL MEASURES PROPOSED FOR THIS DEVELOPMENT HAVE BEEN DESIGNED IN ACCORDANCE WITH THE "2002

CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY THE CONNECTICUT COUNCIL ON SOIL EROSION AND

WATER CONSERVATION. ADDITIONAL GUIDELINES HAVE ALSO BEEN FOLLOWED THAT ARE AVAILABLE FROM THE CONNECTICUT DEPARTMENT OF ENERGY

AND ENVIRONMENTAL PROTECTION AS RECOMMENDED FOR SEDIMENTATION CONTROL DURING CONSTRUCTION ACTIVITIES.

LISTED BELOW ARE THE EROSION CONTROL NARRATIVE AND THE EROSION CONTROL NOTES.

GENERAL

THE PROPOSED DEVELOPMENT IS ENTITLED "10 NORDEN PLACE" IN NORWALK, CONNECTICUT.

ESTIMATED CONSTRUCTION SCHEDULE:

PROJECT START: FALL 2020

PROJECT COMPLETION: TBD

EROSION CONTROL NARRATIVE REFERS TO DRAWINGS C4.01 TO C4.03.

THE PROPOSED SITE DEVELOPMENT WILL CONSIST OF RENOVATION OF THE EXISTING OFFICE/MANUFACTURING BUILDING, AND THE CONSTRUCTION OF A

LOADING DOCK. THE PROJECT ALSO INCLUDES THE RECONFIGURATION AND CONSOLODATION OF THE TWO SOUTHERLY DRIVEWAYS, MODIFIED PARKING

AREAS, INSTALLATION OF SIDEWALKS, CURBING, STORMWATER MANAGEMENT SYSTEM, UTILITIES, LANDSCAPING, AND LIGHTING.

THE DEVELOPMENT IS LOCATED AT 10 NORDEN PLACE IN NORWALK, CONNECTICUT.

CONSTRUCTION SEQUENCE:

1. FLAG THE LIMITS OF CONSTRUCTION, RIGHT-OF-WAY, AND TREE PROTECTION ZONES.

2. HOLD PRECONSTRUCTION MEETING. REMEMBER TO CALL BEFORE YOU DIG 1-800-922-4455.

3. INSTALL THE CONSTRUCTION ENTRANCE.

4. INSTALL PERIMETER EROSION AND SEDIMENT CONTROLS AND INLET PROTECTION IN ACCORDANCE WITH THE SEDIMENTATION AND EROSION CONTROL

PLAN.

5. SAWCUT AND REMOVE EXISTING PAVEMENT AND BASE AS IDENTIFIED ON THE PLANS IN THE LOADING DOCK AREA. DECOMMISSION THE TWO DRIVEWAY

ENTRANCES ALONG THE AVALON DRIVEWAY AND COMPLETE ALL SURFACE TREATMENTS ALONG THE AVALON DRIVEWAY AND SIDEWALK.

6. INSTALL UTILITY IMPROVEMENTS AND SERVICE FEEDS TO BUILDING.

7. BEGIN LOADING DOCK CONSTRUCTION.

8. SAWCUT, DEMOLISH, AND REMOVE ALL PAVEMENT AND CURBING ALONG THE EASTERN PORTION OF THE DRIVEWAY ALONG THE EXISTING PARKING

AREA.

9. INSTALL ALL CURBING AND PREPARE SUBBASE FOR PAVEMENT ALONG THE EASTERN PORTION OF THE DRIVEWAY ALONG THE EXISTING PARKING AREA.

10. WHEN CONSTRUCTION ON THE LOADING DOCK IS SUBSTANTIALLY COMPLETE, INSTALL ALL DRAINAGE STRUCTURES, PIPING, AND THE UNDERGROUND

INFILTRATION SYSTEM BEGINNING DOWNSTREAM, AND WORKING UPSTREAM.

11. ROUGH GRADE THE PROPOSED PAVEMENT AREA AROUND THE LOADING DOCK AREA AND INSTALL ALL CURBING.

12. INSTALL PROCESS AGGREGATE IN ALL PAVED AREAS.

13. PLACE TOPSOIL WHERE REQUIRED. COMPLETE THE PERIMETER LANDSCAPE PLANTINGS.

14. FINE GRADE, RAKE, SEED AND MULCH TO WITHIN 2 FEET OF THE CURBING.

15. UPON SUBSTANTIAL COMPLETION OF THE SITE IMPROVEMENTS COMPLETE THE BALANCE OF THE SITE WORK AND STABILIZATION OF ALL OTHER

DISTURBED AREAS. INSTALL FIRST COURSE OF PAVING.

16. WHEN ALL OTHER WORK HAS BEEN COMPLETED, REPAIR AND SWEEP ALL PAVED AREAS FOR THE FINAL COURSE OF PAVEMENT. INSPECT THE EROSION

CONTROLS AND CLEAN AS NEEDED.

17. INSTALL FINAL COURSE OF PAVEMENT.

18. AFTER SITE IS STABILIZED, REMOVE TEMPORARY EROSION AND SEDIMENT CONTROLS (E.G. GEOTEXTILE SILT FENCES AND HAYBALES).

N

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C O N N E C T I C U T D E P A R T M E N T O F T R A N S P O R T A T I O N - M E T R O N O R T H R A I L R O A D C O N N E C T I C U T D E P A R T M E N T O F T R A N S P O R T A T I O N - M E T R O N O R T H R A I L R O A D

H

YD

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75C

307

284B

306

306

307

308

306

KennethBorosonARCHITECTS

31 5 P eck Str ee tN e w H a ven , C T 0651 3

p: 203.624.0662f: 203.562.1732www.kb ar ch . com

THIS PRINT IS THE PROPERTY

OF KENNETH BOROSON

ARCHITECTS. IT IS LOANED

WITH THE EXPRESS AGREEMENT

THAT THE DRAWING AND THE

INFORMATION CONTAINED

THEREIN ARE THE PROPERTY OF

KENNETH BOROSON

ARCHITECTS AND WILL NOT BE

REPRODUCED, COPIED OR

OTHERWISE DISPOSED OF,

DIRECTLY OR INDIRECTLY, AND

WILL NOT BE USED IN WHOLE

OR IN PART TO ASSIST IN

MAKING OR TO REFURNISH ANY

INFORMATION FOR MAKING

DRAWINGS, PRINTS OR OTHER

REPRODUCTIONS THEREOF OR

FOR THE MAKING OF

APPARATUS OR PARTS THEREOF

EXCEPT UPON WRITTEN

PERMISSION OF KENNETH

BOROSON ARCHITECTS. THE

ACCEPTANCE OF THE PRINTS

WILL BE CONSTRUED AS AN

ACCEPTANCE OF THE

FOREGOING AGREEMENT.

N / A

10 NORDEN PLACE

DESIGN DEVELOPMENT

2019.014

Plotted O

n:O

ct 27, 2020-12:04pm

By: JCB1

Last Saved:

10/27/2020

Tighe &

Bond:J:\B\B5074 Benerofe\002 N

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1000 Bridgeport Avenue

Suite 320

Shelton, CT 06484

(203) 712-1100

C4.02

SOIL IDENTIFICATION LEGEND

RIDGEBURY, LEICESTER, AND WHITMAN

HOLLIS-CHATFIELD-ROCK

CHARLTON-URBAN LAND

PAXTON-URBAN LAND

UDORTHENTS-URBAN LAND

URBAN LAND

3

75C

260B

284B

306

307

00 40' 80'

SCALE: 1" = 40'

N

SEE SH

EET C4.01 FO

R CO

NTIN

UATIO

N

S.S

S.S

S.S

S.S

S.S

S.S

S.S

S.S

S.S

S.S

S.S S.S

S.S S.S

S.S S.S

S.S

S.S

SILT FENCE (TYP)

TEMPORARY SOIL STOCKPILE AREA

SOIL EROSION AND SEDIMENTATION CONTROL LEGEND

MINOR CONTOUR

MAJOR CONTOUR

SPOT ELEVATION

SILT SACK

HAYBALE BARRIER

CONSTRUCTION ENTRANCE

SILT FENCE

TEMPORARY SOIL STOCKPILE AREA

SOIL TYPE BOUNDARY

120

115

S.S

ANTI-TRACKING PAD

1

5

0

'

UP

DN

229

28

28

27

27

26

26

25

25

24

24

23

23

22

22

21

21

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20

19

19

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15

14

14

R R

P P

N N

M M

L L

K K

J J

H H

G G

F F

E E

D D

3031

S S

TOILET ROOMS

TO REMAIN

STAIR TO

REMAIN

13

13

12

12

10

' - 0

"

6' - 0

"LOADING/HOLDING AREA

BOILER ROOM

DATA CENTER

17,358 RSF

WAREHOUSE / DISTRIBUTION

122,774 RSF

PROPOSED

OFFICE AREA

KennethBoroson

ARCHITECTS

315 Peck Street

New Haven, CT 06513

p: 203.624.0662 f: 203.562.1732

www.kbarch .com

THIS PRINT IS THE PROPERTY

OF KENNETH BOROSON

ARCHITECTS. IT IS LOANED

WITH THE EXPRESS AGREEMENT

THAT THE DRAWING AND THE

INFORMATION CONTAINED

THEREIN ARE THE PROPERTY OF

KENNETH BOROSON

ARCHITECTS AND WILL NOT BE

REPRODUCED, COPIED OR

OTHERWISE DISPOSED OF,

DIRECTLY OR INDIRECTLY, AND

WILL NOT BE USED IN WHOLE

OR IN PART TO ASSIST IN

MAKING OR TO REFURNISH ANY

INFORMATION FOR MAKING

DRAWINGS, PRINTS OR OTHER

REPRODUCTIONS THEREOF OR

FOR THE MAKING OF

APPARATUS OR PARTS THEREOF

EXCEPT UPON WRITTEN

PERMISSION OF KENNETH

BOROSON ARCHITECTS. THE

ACCEPTANCE OF THE PRINTS

WILL BE CONSTRUED AS AN

ACCEPTANCE OF THE

FOREGOING AGREEMENT.

DATE

DRAWN BY

DRAWING NUMBER

FILENAME

SCALE

DRAWING TITLE

PROJECT NUMBER

BUILDING NAME & ADDRESS

PROJECT NAME

ISSUE/REVISION

NO. DATE REVISION

SDE NUMBER

N / A

FILE

3/64" = 1'-0"

10/1

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NORDEN PLACE STUDIES

PRELIMINARY

NORDEN PLACE

10 NORDEN PLACE

NORWALK, CT 06855

2019.014

PROPOSED LOWER LEVEL

FLOOR PLAN

DTK

SEPT. 11, 2019

A-1

SCALE: 3/64" = 1'-0"A-1

1 PROPOSED LOWER LEVEL FLOOR PLAN

1 10/13/2020 REVSIONS PER CITY COMMENTS

DN

DN

UP

2

29

29

28

28

27

27

26

26

25

25

24

24

23

23

22

22

21

21

20

20

19

19

18

18

17

17

16

16

15

15

14

14

R R

P P

N N

M M

L L

K K

J J

H H

G G

F F

E E

D D

30

30

31

31

S S

C C

B B

13

13

12

12

EXISTING WALL TO

REMAIN (TYP.)

EXISTING WALL TO BE

REMOVED (TYP.)

TOILET ROOMS TO

REMAIN

STAIR TO REMAIN

STAIR TO

REMAIN

UTILITY SPACES TO

REMAIN

TENANT A

115,973 RSF

LOADING/HOLDING AREA

TENANT B

81,589 RSF

EXISTING TO REMAIN - NOT IN

CURRENT SCOPE OF WORKPROPOSED DISTRIBUTION

CENTER DEMISING LINE

EXISTING TO REMAIN - NOT IN

CURRENT SCOPE OF WORKPROPOSED DISTRIBUTION

CENTER DEMISING LINE

EXISTIGN STRUCTURE

TO REMAIN - NOT IN

SCOPE OF WORK

EX

IST

ING

BU

ILD

ING

TENANT A -

PROPOSED

OFFICE AREA TENANT B -

PROPOSED

OFFICE AREA

KennethBoroson

ARCHITECTS

315 Peck Street

New Haven, CT 06513

p: 203.624.0662 f: 203.562.1732

www.kbarch .com

THIS PRINT IS THE PROPERTY

OF KENNETH BOROSON

ARCHITECTS. IT IS LOANED

WITH THE EXPRESS AGREEMENT

THAT THE DRAWING AND THE

INFORMATION CONTAINED

THEREIN ARE THE PROPERTY OF

KENNETH BOROSON

ARCHITECTS AND WILL NOT BE

REPRODUCED, COPIED OR

OTHERWISE DISPOSED OF,

DIRECTLY OR INDIRECTLY, AND

WILL NOT BE USED IN WHOLE

OR IN PART TO ASSIST IN

MAKING OR TO REFURNISH ANY

INFORMATION FOR MAKING

DRAWINGS, PRINTS OR OTHER

REPRODUCTIONS THEREOF OR

FOR THE MAKING OF

APPARATUS OR PARTS THEREOF

EXCEPT UPON WRITTEN

PERMISSION OF KENNETH

BOROSON ARCHITECTS. THE

ACCEPTANCE OF THE PRINTS

WILL BE CONSTRUED AS AN

ACCEPTANCE OF THE

FOREGOING AGREEMENT.

DATE

DRAWN BY

DRAWING NUMBER

FILENAME

SCALE

DRAWING TITLE

PROJECT NUMBER

BUILDING NAME & ADDRESS

PROJECT NAME

ISSUE/REVISION

NO. DATE REVISION

SDE NUMBER

N / A

FILE

3/64" = 1'-0"

10/1

4/2

020 8

:06:0

3 A

MN

:\A

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Revit M

odel\2019.0

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10 N

OR

DE

N P

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CE

CE

NT

RA

L.r

vt

NORDEN PLACE STUDIES

PRELIMINARY

NORDEN PLACE

10 NORDEN PLACE

NORWALK, CT 06855

2019.014

PROPOSED MAIN LEVEL

FLOOR PLAN

DTK

SEPT. 11, 2019

A-2

SCALE: 3/64" = 1'-0"A-2

1 PROPOSED MAIN LEVEL FLOOR PLAN

1 10/13/2020 REVSIONS PER CITY COMMENTS