HomeMy WebLinkAbout06-08P_AMK WELDING, DIVISION OF DYNAMIC MATERIALS CORPORATION SITE PLAN_SULLIVAN AVENUEAMKWe.1ding, 1Vfl510p1 of DV7 ynamic Materials Corporation
SITE PLAN
IN
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co-) IJD R CC 00
2 UC) 3 SULLHVA AV j- U 1E e - 7 I'd
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prepared ]:)y,.,,
a
&roesfeigsnsionals, inc.
Civil Engineers • Planners • Surveyors • CIS
165 South Satellite Road
South Windsor, CT 06074
(860) 291-8755 FAX (860) 291-8757
MAP Lor N/F PROPERTY OWNERS WITHIN 500'
109
3
354 EAST Sr., H£BRON, Cr 08246
WFH, LLC
4
PO BOX 101
LAVEY, ROBERT W. & BARBARA E.
EAST W/NOSOR HILL, Cr 06028
6
47 PATRIA RD.
VALLEY HOLDINGS, LLC
8
312 DEMING STREET, P.O.80X 1149
SOUTH WINDSOR TECHNOLOGIES CENTER, L.L.C.
Ito
1
305 SULLIVAN AVE.
HAWKES, RAYMOND L & CLAR4 M,
2
1005 MAT/ANOCK AVE.
SRUBAS, T/IEODORE F. TRUSTEE
W/NDSOR, CT 06095
3
1005 MAT/ANUCK AVE.
SRUBAS, THEODORE F. TRUSTEE
wwsoR, CT 06095
4
P.O.BOX 797
KUHNS FAMILY PROPERTIES, LLC.
17 P.O.BOX 797
KUHNS FAMILY PROPERTIES, LLC.
19
46 SCHW£IR RD.
ECONOMOS, MICHAEL 0.
20
26 SCHWEIR RD.
GATOR ASSOCIATES, LLC
21
1005 MATIAN41CK AVE.
SRUBAS, TNEODORE F. TRUSTEE
WINDSOR, CT 08095
121
35
W/NDSOR
SH£PARD POLA INC.
EAST HILL. CT 06028
37
200 SULLIVAN AVENUE
200 SULLIVAN AVENUE LLC.
41
200 SULLIVAN AVENUE
200 SULLIVAN AVENUE LLC.
42
PO BOX 270
CONN LIGHT & POWER
HARTFORD, Cr
• 43
5405 SPINE* ROAD
DYNAMIC MATERIALS CORP.
BOULDER, CO 80.101
44
PO BOX f01
LAV£Y, ROBERT W. & BARBARA E.
EAST W/NDSOR HILL, CT 06029
45
PO BOX 101
LAVEY, ROBERT W. & BARBARA E.
EAST W/NDSOR HILL, Cr 08028
46
25 8 CIJFfSIDE DR.
JEAN, GERALD F. & MARY
MANCHESTER, Cr 08040
47
10700 EVENDALE DR.
NEYRA, EDWARD J.
C/NC/NNAR, ON 45241
122
13
34 WOODCOCK DRIVE
WOODCOCK, JOHN J. JR. TRUSTEE
14
330 SULLIVAN AVE.
CASSAR/N0, L/NOA F.
15
280 SULUVAN AVE.
280 SULLIVAN AVENUE, LLC.
w SUBJECT ME
NOTES:
THESE ORANING9 ARE T14= PROPERTY OF D! 5I&N PROFESSIONALS, ING., AND HAVE BEEN
PREPARED SPEGIi=iGALLY FOR THE o"ewAPPwoANT FOR THIS Pw sreT. THEY ARE NOT
TO BE USED FOR ANY OTHER PURPOSE OR SY ANY OTHER PERSON OR PERSONS NOR
REPRODUCED IN ANY MANNER NITHOUT THE EXPRESS MITTEN PERMISSION OF DESIGN
PROFESSIONALS, INC.
THESE PLANS ARE INVALID UNLESS THEY SEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL.
OF THE PROFESSIONAL ENGINEER OR SURVEYOR.
THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE
REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
CONNECTICUT" AS PREPARED AND ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. ON SEPT. 26, 1996.
THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO
BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT F A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN
ACCUR IELD SURVEY MAY DISCLOSE. IS MAP CONFOR'/S TO CLASS "D" HORIZONTAL ACCURACY.
T EST OF MY KNOWLED IEF THIS PIS SIu STANTIALLY CORRECT AS NOTED HEREON.
w � dew i n I 12327
LAWRENCE R. GEISSLER, JR., LS. ► l LIC. No.
TUY NIAP
"I ?I— f-IV,
SCALIE -1 20�%j
OWNERAPPLICANT
APPLICANT
AMK Welding, Division of
Dynamic Materials Corporation
283 Sullivan Ave. P.O. Box 663
SOUTH WINDSOR, CONNECTICUT
860-289-5634
or D (0 w 1:>S I P
TOWN OF;
ZONING DATA BLOCK
ZONE: i — INDUSTRIAL
REQUIRED EXISTING PROPOSED
MIN. LOT AREA
20,000 S.F.
174,744 S.F."
MIN. LOT WIDTH
100'
411'
MIN. LOT DEPTH
150'
419'
FRONT YARD
35'
50.20'
40'
SIDE YARD
10'
14.48'
48'
MAX. BLDG. HEIGHT
40'/2 STOR.
19'7"f
22'6"
MAX. % LOT COV.
50%
11.5%
19.3%
MAX. % IMP. COV.
65%
27.8%
40.8%
"COMBINED LOT AREA (121-43 & conveyance)
PARKING CALCULATIONS: (20,240t EXISTING BUILDING & 13,600f ADDITION)
BUILDING GROSS FLOOR AREA = 33,840±S.F.
MANUFACTURING: 1 SPACE/700 S.F. G.F.A.: 29,840/700 S.F.= 42.6 SPACES
BUSINE'S OFFICE: 4.5 SPACE/1000 S.F. G.F.A.: 4,000 S.F.X.0045= 18 SPACES
OR
1 SP PER 2/3 EMPLOYEES ON LARGEST SHIFT, 50 EMPLOYEES x 2/3 SP = 33.3 SPACES
REQUIRED: 60.6 SPACES — 61 SPACES
PROVIDED: 60 SPACES WITH 3 DESIGNATED HANDICAP ACCESSIBLE
L Pmms
to 51GNATURE
DATE:
1
2
3
4
A.1
SHEETINDEX
COVER SHEET
PLOT PLAN
TOPOGRAPHIC PLAN
EROSION CONTROL & LANDSCAPING PLAN
FLOOR PLAN AND ELEVATIONS
REV: March 16, 2006
REV: March ct, 2006
DATE: Fabruorg 10, 2006
SHEET 1
E:\J08S\1650\1650—CV
•„n at•
" `%urn 0-psocth % &at
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
��OsoR•cop� TELEPHONE (860) 644.2511
April 12. 2006
Certified #70042510000398029578
Design Professionals, Inc.
Attn: Karen Isherwood
165 South Satellite Road -
South Windsor, CT 06074
RE: Appl. #C6-08P - AMK Welding
Dear Mrs. Isherwood:
At the April 5, 2006 regular meeting, the Inland Wetlands Agency/Conservation
Commission approved application #06-08P - AMK Welding - 283 Sullivan Avenue -
Inland Welland/Conservation Commission application for the construction of an addition
to an existing building and parking lot, stormwater structures, and associated
improvements on property located easterly of Patria Road and southerly of Sullivan
Avenue (Assessor's Map #121, parcel 43) I, Industrial Zone. This approval Is subject to
the following conditions:
1. One blueprint copy of the entire set of plans and this letter reproduced thereon,
must be submitted to this Commission. This must be completed within 65 days
of approval prior to any construction activity on the site. Plans submitted to
Planning & Zoning Commission shall be considered having met this requirement.
2. The application shall indemnify and hold harmless the Town of South Windsor
against any Ilabliity, which might result from the proposed operation or use.
3. The permit is valid for five years and shall expire on April 5, 2011. It Is the
landowner(syapplicant(s) responsibility to track expiration dates and notify the
Commission of a renewal request at least 65 days prior to expiration.
4. All approvals required must be obtained and submitted prior to any activity on the
site.
5. A contact person shall be identified on the plans.
6. A bond in the amount of $3,000 to be submitted to the Planning & Zoning
Commission to enst compliance With the erosion and sedimentation control
measures.
7. A bond in the amount of $5,000 to be submitted to the Planning & Zoning
Commission to ensure establishment and creation of the wetland area.
Very truly yours,
Elizab,eh,A. Warren, Chairperson
IN ETLANDS AGENCY/
COISWERVATION COMMISSION
EW:dr
cc: Chief Building Official
0o !-&wn � SouA P&zd4{9L
5
w �
a �� 1540 SULLIVAN AVENUE. SOUTH WINDSOR, CT 06074
�H`SOA•copp TELEPHONE (860) 644.2511
CERTIFIED MAIL 7004 2510 0003 9803 1038 April 19, 2006
Robert Sanbom
AMK Welding
283 Sullivan Avenue
South Windsor, CT 06074
Dear Mr. Sanborn:
Re: Appl fi06-MP, AMK Welding, site plan'of development for 13,6W sq ft balding addition on 4+/- acres at
283 Sullivan Avenue, I zone
We are pleased to advise you that the Planning & Zoning Commission voted on April 11, 2006 to approve with
modifications the above referenced application for a Site Plan of Development.
This approval is for the construction of a 13,600 square foot building addition on property located at 283
van- vemke I zone as`sltownonplansprepaie3by�`- Iign'rofessto 0
2006, as tevbed,. This -approval is subject to the following modifications-..
1. Prior to commencement of any site work, a meeting must be held with Town Staff.
2. No building permit will be issued until the final mylars have been Sled in the Town Clerk's office.
• 3.• This application.is subject to the oonditions of approval of the Inland Wetlands Agency/Conservation
Commission, including a bond in the amount of $3,000 for erosion & sediment control, and a bond in the
amount of $5,000 for wetlands mitigation.
4; - A landscape bond in the amount of $2,000 is requited. and must bo submitted prior to filing of mylars.
S. All bonds must be in one of the forms described in the enclosed Bond Policy.
6.. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the Zoning
Regulations.
7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of
South Windsor.
8. • This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water
Pollution Control Authority.
9. The building street number must be included on the final plan.
10. Pavement markings must be maintained in good condition throughout the site drives and parking areas.
11. All -free standing signs and/or building signs require the issuance of a sign permit before they are erected.
Black and white transparent mylars of Sheet #2 with the above modifications, together with three blueprint
copies of the entire set of plans (including architectural elevations and landscaping plans) must be submitted to
this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well
as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylats.
After the mylars have been signed by the Commission, they will be retumod to you for filing in the Office of the
Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department.
Sincerely,
�atrick�I
Y. an
PltumnitmE and 2 oning Commission
PK/bmm
cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Ejl:s>a..Mal:31W
Design Professionals
NOTES:
1. This survey and map have been prepared in accordance with Sections 20-300b-1
through 20-300b-20 of the regulations of Connecticut Agencies - "Minimum Standards
for Surveys and Maps in the State of Connecticut." It is a Property Survey, based
on a Dependent Resurvey (Map Ref. 1 & 2), conforming to Horizontal Accuracy A-2.
The purpose of the map is to delineate the boundaries and improvements of the subject parcel.
2. Underground encroachments, structures, or systems, if any exist, were not a part of
this survey, except as depicted or noted hereon.
3. Peripheral property lines of adjacent owners are for informational purposes only and are not
to be construed as being accurately located or depicted.
4. Stonewalls, fences, and watercourses may deviate slightly from principle courses shown.
5. Bearings as depicted are based on reference Maps 1 & 2.
6. Any encroachments are depicted as shown.
7. All monumentation found or contracted to be set is depicted hereon.
8. Written Title for this survey is found in Volume 982 Page 278, and Volume 1591
Page 232 of the South Windsor Land Records.
9. Total parcel area is 174,744 sq. ft., 4.01 ac.
4�•, fir.,
m 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
k04ySOR cop+�' AREA CODE S60 1644.2511
April 12, 200
Karen Isherwood, Project Engineer
Design Professionals, Inc.
165 South Satellite Road
South Windsor, CT 06074
Re: AMK Welding
283 Sullivan Avenue
South Windsor, CT
Dear Ms, Isherwood:
The South Windsor Water Pollution Control Authority, at its regular meeting of April 4, 2006, gave approval
for the connection to the Town's sewerage system for commercial property located at 283 Sullivan Avenue; as
more specifically shown on plans entitled "AMK Welding, Division of Dynamic Materials Corporation, Site
Plan, 283 Sullivan Avenue, South Windsor, Connecticut; Prepared by Design Professionals, Inc., South
Windsor, CT; Job No.: 1650, Drawing No.: Jobs/165011650-2.DWG, Sheet No.: 2/4, Dated 2-10-06 with
Revision Dat,.;: 3-9-06, 3-16-06; also Drawing No.: Jobs/1650/1650-3.DWG , Sheet No.: 3/4, Dated 1-31-06
with Revision Date; 3-9.06"; and subject to the following conditions:
\ 1Y
\ 1. An easement must be submitted and approved by the Town Attorney permitting the Town access to the
\ property for manhole monitoring purposes.
` \ \ 2. This connection charge will be the minimum commercial charge in effect at the time of connection
3. Technical approval of the To•.vn Engineering Deparlmcut.
4. Final Atthority approval and acceptance of the sanitary sewerage connection will be given once the
! \ \ D \ sewer line has been installed and inspected by the Town staff, and based upon the written verification of
! ! \ \ \ \ tYl� the Town staff that said sanitary sewer line was installed in substantial conformance with the design
i, plans approved by the Authority, and" meeting all Town regulations and appropriate technical
specifications relating to sanitary sewer construction.
This approval letter must be superimposed on the final approval plans.
S \ \ \ ! W \ very truly yours,
COMPANY
SIGN D R-15.00
L=23.97 \ \ J \ ! Q \ Joseph J. Carino, Chairman
STREET EXIST. HYD
,/ ^ ` \` \ Water Pollution Control Authority
SIGN // T \ \ !
\ ! \ IC:ead
QI 0.00 `@a \ \� \!-
�� a �► \ \ IRA \ Cc: Michael J. Gantick, Director of Public Works
\ \� \ Jeff Doolittle, Town Engineer
OP APLE R=25.00 \ D _ \ Marcia Banach,Director ofPlanning
b L=39.95 \ \ \ ` `! Chris Dougan, ChicfBuilding inspector
10' TEMPORARY GRADING RIGHTS
9 4-91W'58* MAPLE Tan=25.69 Pp \ \\ Robert C. Sanborn, Applicant
•. �'- \ //
IN FAVOR OF THE TOWN OF � \ Sge �► ,` \ \ ` 1Y
SOUTH WINDSOR FOR SIDEWALK / \ / 7 4' . \I/� PROP. ACE \
INSTALLATION RI ADJACENT /� \ /� \` / P ` , \ EASEMENTES�
IPATRIANSTAL ROAD RIGHT OF WAY
� IN AVOR OF \ \
BIT. CURB \ \ THE TOWN OF SOUTH
\
APxE Np C `� \ \ ► \ \ \ i \ \ \
/ 4/ \ \ '� \ exh�TT
�S1GN�
/\\ c' 4EMOVE
/PROP CONC
HVAC/MECXHANICAL
EQUIPMENT(TO BE ROOF MO
O ARTANKGAS
\ S 10,
dr // //� \ \
/ MAP�E �\ 17 \ g
5 Q� BUILDING Y 3/4 IRON PIN ' \
FF 84.04
�� / PROPOSED t
BUILDING
--R Ff 84.04 -79 PROPOSED
OVERHEAD
O 4
/ •� 4: ` EXISTING MONITOR WELLS -20 DOOR
PROP.
tv (TO BE REMOVED) 15'X20' B 4
/•o " �NM RESTRIPE PARKIN
/�v ONC.P /r
/ AREA TO PROVID WF-18
(5)-9'X18' SPADES
-17
Ar
WF-126
/ Q J 7
0.1.1 SOUTH & 0.35 EAST IP � /
^w
0 PROPERTY LINE 6, /'VC� __J8WF-14
/ RIP �P AREA 1N_V-$ice �\ ro�a RVATI N EASEM NT AREA
MT -I VOR OF THE TOWN OF
SCRffNOOENT SOUTH WINDSOR
WF AREA = 1.17t AC.
-28 W._73 PARKING NOTE:
/ w4 _38 3s .� 34 EXISTING PARKING SPACES
/ w7
60 PROPOSED PARKING SPACES
0 WF-39 4 WF- yN
10. Horizontal datum taken from Map Reference 1 & 2.
11. Vertical datum taken from Map Reference 1 & 2.
12. Property is in the Industrial I Zone. \
13. Property is in flood zone X - areas determined to be outside 500 year flood plain -
per FIRM Panel 2 - Community Panel Number 090038 0001 D - map revised February 23, 2001.
14. Inland wetland limits on site flagged by John lanni of Highland Soils, Inc. and field
located by Design Professionals, Inc.
15. The creation of approximately 0.10 AC of wetlands is required as part of this permit.
MAP REFERENCES:
1. RECORD AS -BUILT, IMPROVEMENT LOCATION PLAN RESURVEY PREPARED FOR: AMK WELDING, DIVISION OF
DYNAMIC MATERIALS CORPORATION, 283 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT SHEET 1 OF 1
SCALE 1 "=40' DATE: 5/9/03 REVISED 4/6/05 BY DESIGN PROFESSIONALS, INC.
2. LAND TO BE CONVEYED FROM SOUTH WINDSOR TECHNOLOGIES CENTER, LLC TO DYNAMIC MATERIALS CORP.
SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT SHEET 1 OF 1, DATE:8/5/02 SCALE 1"=40' BY DESIGN PROFESSIONALS, INC.
3. PATRIA INDUSTRIAL PARK SULLIVAN AVENUE SOUTH WINDSOR - SCALE 1 "=40' MAY 1970
- WILLIAM J. CARRINGTON
o 1 It
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
Z
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
r''
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LANL: SURVEYOR PRIOR TO
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
110
CRFq �0
`\` ♦ W9
Nse� o
N/F
DAVID BURNETT
1
% / g
/ o
WF
N/F
DAVID BURNETT
OF
OF / 4- / WF-
GRANTOR
GRANTEE
TYPE OF EASEMENT
DATE FILED
VOL/PAGE
N/F DYNAMIC MATERIALS CORPORATION
TOWN OF SOUTH WINDSOR
ACCESS EASEMENT
N/F DYNAMIC MATERIALS CORPORATION
TOWN OF SOUTH WINDOSR
10 TEMPORARY GRADING EASEMENT
REVISIONS THIS SURVEY HAS BEEN PREPARED 1N ACCORDANCE WITH SECTIONS 20-30015-1 THROUGH 2O-300b-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE
STATE OF CONNECTICUT" AS PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.
ON SEPT. 26, 1996. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2.
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
2 3-16-06 MITIGATION AREA KMI
1 3-9-06 GENERAL REVISIONS KMI 12327
NO. DATE DESCRIPTION $Y LAWRENCE R. GEISSLER, JR., LS. LIC. No.
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 &
Tel. 860.291 • 8755
Fax 860.291.8757
r
civil engineers • planners surveyors
landscape architects • gis • gps
165 South Satellite Road, South Windsor, Connecticut 06074
N
'11 RAYMOND L. &
CLARA HAWKES
LEGEND
•
EXISTING IRON PIN
0
EXISTING MONUMENT
-e-
EXISTING UTILITY POLE
_ =ff!I= =
EXISTING CATCH BASIN AND PIPE
_ =
EXISTING SANITARY MANHOLE AND PIPE
EXISTING WATER MAIN AND HYDRANT
-R.L.-
ROOF LEADER
- S -
SANITARY LATERAL
- W --
WATER LATERAL
- F -
FOUNDATION DRAIN
EXISTING TREELINE
-------
EXISTING PROPERTY LINE
- - - -
EASEMENT BOUNDARY
PLOT PLANI
DESIGN: KMl I DRAWN: KM/ I CHECKED. • GBS
JOB ND.: 1650 1DATE: 2110106
DRAWING NO.: J03S/1650/1650-2.DWG
REGULATED AREA
INLAND WETLANDS
DEPENDENT RESURVEY PREPARED FOR:
AMK Weldim, Df vidon of
Dyaaffiic Mate alb Corporation
2003 SUILILUVAN AVENUE
Wt 14 Ii I\ill$01'1.
CONMICTUCUT
SHEET
All
NOTES:
1. This survey and map have been prepared in accordance with Sections 20-300b-1
through 20-300b-20 of the regulations of Connecticut Agencies - "Minimum Standards
for Surveys and Maps in the State of Connecticut." It is a Property Survey, based
on a Dependent Resurvey (Map Ref. 1 & 2), conforming to Horizontal Accuracy A-2.
The purpose of the map is to delineate the boundaries and improvements of the subject parcel.
2. Underground encroachments, structures, or systems, if any exist, were not a part of
this survey, except as depicted or noted hereon.
3. Peripheral property lines of adjacent owners are for informational purposes only and are not
to be construed as being accurately located or depicted.
4. Stonewalls, fences, and watercourses may deviate slightly from principle courses shown.
5. Bearings as depicted are based on reference Maps 1 & 2.
6. Any encroachments are depicted as shown.
7. All monumentation found or contracted to be set is depicted hereon.
8. Written Title for this survey are found in Volume 982 Page 278, and Volume 1591
Page 232 of the South Windsor Land Records.
9. Total parcel area is 174,744 sq. ft., 4.01 ac.
10. Horizontal datum taken from Map Reference 1 & 2.
11. Vertical datum taken from Map Reference 1 & 2.
12. Property is in the Industrial I Zone.
13. Property is in flood zone X - areas determined to be outside 500 year flood plain per FIRM Panel 2 - Community Panel Number 090038 0001 D - map revised February 23, 2001.
14. Inland wetland limits on site flagged by John lanni of Highland Soils, Inc. and field
located by Design Professionals, Inc.
GENERAL NOTES:
1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS
AND SPECIFICATIONS.
2. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION.
3. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR
AND/OR AGENT AND THE DESIGN ENGINEER.
4. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND.
5. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL ROADWAY AND STORM DRAINAGE
CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH
THE TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS AND
THE STATE OF CONNECTICUT "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL
CONSTRUCTION, FORM 814" OR MOST CURRENT ISSUE. PERTINENT CONS•RUCTION
DETAILS THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE
OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS.
6. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL.
"CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT
IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE, OF POLLUTION
TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN TYPICALLY EXCLUDES,
BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONTRUCTION WASTE MATERIALS
OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING
MATERIALS OR BY-PRODUCTS, YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS,
TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING
FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND
BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS.
7. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED
FROM SITE, NOT BURIED.
8. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION.
THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION.
BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455.
9. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED
TO ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON SULLIVAN AVE.
AND/OR PATRIA ROAD WHERE NECESSARY TO PREVENT DUST BUILD UP.
10. PROPOSED STORM DRAINAGE PIPES SHALL BE 12" RCP.
11. AREA OF PROPOSED ON -SITE MITIGATION TO BE EXCAVATED TO PROVIDE A FINAL GRADE= 80.4f.
CONSTRUCTION SEQUENCE
1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A
PRE -CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR.
2. THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRUBBING.
3. INSTALL ANTI -TRACKING APRON AT ENTRANCE DRIVE AS SHOWN ON THE PLANS.
4. THE CONTRACTOR SHALL COORDINATE WITH THE PROPER AGENCIES FOR RELOCATION
OF ANY UTILITIES OR SIGNS.
5. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING
AND GRUBBING. MAINTAIN ALL CONTROL MEASURES AS CONSTRUCTION PROGRESSES.
6. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS
AS SHOWN ON THE PLANS. RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY
AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR
LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF
DISTURBED AREAS.
7. CONSTRUCT AND STABILIZE WATER QUALITY SWALE AS SHOWN ON THE PLANS,
NO STORMWATER SHALL BE DISCHARGED TO THE SWALE UNTIL IT IS STABILIZED WITH
LOAM AND SEED, OR EROSION CONTROL MATTINGS.
8. CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS.
IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY MULCH OR BY HYDROSEEDING.
9. PLACE PAVEMENT, CURBING, AND LOAM, SEED AND MULCH OR HYDROSEED ACCORDING
TO SEEDING SCHEDULE.
10. AFTER ALL SITE WORK IS COMPLETED, INCLUDING SPREADING OF TOPSOIL AND SEEDING,
THE CONTRACTOR SHALL CLEAN ANY SILT OR DEBRIS FROM ALL STRUCTURES AND PIPES.
PIPES SHALL BE CLEANED BY WATER -JETTING AS NEEDED AND CATCH BASIN SUMPS
SHALL BE CLEANED BY MANUAL EXTRACTION OR SUCTION LINES AS NEEDED.
NOTE: CONSTRUCTION OF BUILDING TO COMMENCE ONCE GRADING OPERATIONS IN
AREA OF FOUNDATION ARE COMPLETE. CONSTRUCTION OF FOUNDATION TO BE
COMPLETED AS PART OF OVERALL SITE WORK.
ESTIMATED START DATE FOR CONSTRUCTION - SUMMER 2006
ESTIMATED COMPLETION DATE FOR THE PROJECT - FALL 2006
'SOIL & SEED
Q 1" BITUMINOUS CONCRETE CLASS II SURFACE COURSE
2Q 2" BITUMINOUS CONCRETE CLASS I BINDER COURSE
03 6" PROCESSED STONE BASE
® 6" PROCESSED GRAVEL SUBBASE
BITUMINOUS CURB AND
PAVEMLiIiT CROSS-SECTION
BARS Q 12"O.C.
MAP REFERENCES:
1. RECORD AS -BUILT, IMPROVEMENT LOCATION PLAN RESURVEY PREPARED FOR: AMK WELDING, DIVISION OF °7, °
DYNAMIC MATERIALS CORPORATION, 283 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT SHEET 1 OF 1
SCALE 1"=40' DATE: 5/9/03 REVISED 4/6/05 BY DESIGN PROFESSIONALS, INC.
2. LAND TO BE CONVEYED FROM SOUTH WINDSOR TECHNOLOGIES CENTER, LLC TO DYNAMIC MATERIALS CORP.
SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT SHEET 1 OF 1, DATE: 8/5/02 SCALE 1 "=40' BY DESIGN PROFESSIONALS, INC.
3. PATRIA INDUSTRIAL PARK SULLIVAN AVENUE SOUTH WINDSOR - SCALE 1 "=40' MAY 1970
- WILLIAM J. CARRINGTON
O1 111 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS
z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
m INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 3-9-06 GENERAL REV. PER TOWN COMMENTS KMI
IMRESION SEAL AND ORIGINAL SIGNATURE
OFPTHE SPROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY
3*-O-AISLE 3'-O-AISLE 9"
HANDICAP ACCESSIBLE HANDICAP ACCESSIBLE
18'-O' YADTH 18'-0- WIDTH
AISLE -� 19 HANDICAP AISLE I 19 HANDICAP
PARKING PARKING SYMBOL ' '
ypA� PARKING - PARKING SYMBOL T
SAOA V
AN ACGESSIBL ADA ACCESSIBLE 4 SM .A. SM 'K-ADA PARKM "
C1 SM V-MC CAP LOAOM ZOW SIa1 4' 1NOE 4' WIDE
ADA PARKING PAINTED LINE (TYP.) PAINTED LINE (TYP.) --�-
SIGMAGE SK" W �` ALUMINUM PANEL SIGN
MODEL DA-3 h
AS MANUFACTURED FINISHED GRADE 18'-0"
4' YADE PAINTED
SY TAPCOROVED OR 4' WIDE PAINTED v
APPROVED EQUAL LINES 0 18' O.C. 45•ANG.
� UNES O 18" O.C. 45'ANG.
2" U CHANNEL POST
COLOR: BLACK o '
12"x6" 1
VAN ACCESSIBLE' z 20 WHEEL STOP 20 a
ADA SICNAGE 1/2' EXPANSION JOINT PRECAST CONCRETE 20 PRECAST CONCRETE
WHEEL STOP
MODEL DA-24 a CONCRETE WALK OR PAVEMENT EDGE OF Ep(£ OF 3"
AS MANUFACTURED ASPHALTIC CONCRETE ASPHALTIC CONCRETE
BY TAPCO OR
FOR
APPROVED EQUAL �'-o' 1'-0-F// 1!�
NOTE, o •1 Ir SO. CONCRETE ` 2t HANDICAPPED SLCN \ / 21 HANDICAPPED SIGN l '-
SEE DETAIL E( Tn �; FOUNDATION `\ I I $ CENTER ON SPACE \ 1 I / rfri7ER ONE ASP
8' CONCRETE WALK \ 1 I /
CE
COMPACTED SUBGRADE \\' i// W/BROOM FINISH \\1 I / 8' CONCRETE WALK
IW/BROOM FINISH HANDICAP PAVEMENT MARKING
1 /
ACCESSIBLE SIGN POSTS
NOT TO SCALE
HANDICAP ACCESSIBLE PARKING STALL VAN ACCESSIBLE PARKING STALL
� 'Y '' � SIGN 'C'
I00, SIGN A
SNET #844
10 NHITE TEXT AND 110
HANDICAPPED --'BORDERS PASSENGER
PARKING BLUE LOADING
BACKGROUND ZONE
G \ \ \ \E)C. SIB � ` W �� STATE PERMIT -_-_
- \ REQUIRED VIOLATORS STATE PERMIT
W _ WILL BE FINED REQUIREDE VIOLATORS
\ / _
SIGN
\ °/� \ \ ` � \ ` SNET #8 6 NOTE_* N B LL
SIGNS SHALL BE 18 GAUGE
STREEEL
GT HANDICAP LOADING
DESIGNED FOR LONG TERM
SIGN �`� - , \ \ ouT000R USE AND MOUNTED
ON U-CHANNEL POSTS, BLACK
PAINTED STEEL
EX CB \/ \ r MOU
AT PROPER HEIGH°TrtR PSTAi�E
TF 80.17 a ` ` ` _ _ \ �X G \ /% ► \ ADA PARKING SIGNAGE REGULATIONS
�LE R-25.00 \ \ \
/EX
8B 27 � OP L=39.95 OAPE
� \ \ 2� SNET y84
Tan=25.69 4-1'33'S8" M� _ _
�\ PARKINS SIGNS
VA � ` ` � k,8 4. �\ `~ ` EXIST. CB N.T.S.
` i GEX .\ \ ' ` \ TF=81.76
I
' 3F` T 00 \ ��? \ ` NY 24"N)): 77.25
_CB , ` NV 18"W):77.87
7 ' .7 2_ INV 24"S :77.41
„ J AP / ' /1 ,, / \ ` ► ` \ \ `\ APPROX. LO \ \
TF 80.86 . , \ �\ SAN.LAT. \ \
FL:75. 20 LF-8
/ SNET \2/' EXI
\ / 22 �, X81.63 / �,, ` �B3� 5024 82.66 �. ` �T,gRy `� - SIGN \
G
2 g \ i'A/ \ SNE3'_!_111
S� ® W
0 s0 AST. CB
r�B �\ 62
e`><Z j 6 ..� 2.6 INV.(24 -78.79 �\ \
6
/ ` l EMOVE EXISTING 41 LF-,6 PVC
X82.49 /� j L-C HVAC/MECHANICAL \
F 8 .89 EQUIPMENT of \% X82
/ y _ `
TF 82.63 83.7 $2?i7 t'; � � G &P
/< \ 1 O , ARGON GAS , :829 23096� \ EX SM \ \
TANK (1 ENT CE %n1 ` INV(12"):79.9 `X82, ` \ \
CONNECTION
i \ / W/METER , \
MAP
1717 ,11 X82.42 _ (2 QQ EXISTING \ FR LAB LE A;, 3S , \ \ SIGN
R BUILDING , \ I / $j p, i ! 3/4" IRON PIN \
PROPOSED + .45
\ JET /� BUILDING / ' ` ' 2.3
yt11 / , �' 1 + l ! 1
C4TF 82.09 R o FF 84.04 \
I \ � / / , / � PROPOSED + 3,65 i
EXISTING MONITOR WELLS ,OQOOVERH R 83,3 82.7
• �F 8 " 2 /^� \ / �v (TO BE REMOVED) PROP. t
1NCP°4tj LEGEND
�Aa / xslss \ \ / / X81.74 1 It \ 18 g�1
L - a.4 X 81.65
/\ J
goo, / �', �X81.�8 ��` 82,67 a EXISTING IRON PIN
x/ it .. _ �� 1 83.0 =���. ' °R�vf �s 1 / `, 80.00' ,0 31 WI BOTTOM EXISTING MONUMENT
/ +. i, � 21 �„ 1 � , � � . g2 . � GRASS RAI o�All) �- EXISTING UTILITY POLE
83.18 O /� °7, :&1.58 ' MAMT _ = EXISTING CATCH BASIN AND PIPE
EX.:;MH // '.1 / �i �' 83.0 X PROPOSED CATCH BASIN AND PIPE
/ TF 82.41V / / \ 1 U X 0 / `� GO
/ ' + T� ,' /`� _ = EXISTING SANITARY MANHOLE AND PIPE
/' PROPOSED SANITARY MANHOLE AND PIPE
SNET •`� �$ �o 1. 3
EXISTING WATER MAIN AND HYDRANT
5174/ ;`L' /`,%/ / �J2�/ // / �(82. SASS TAIL)
0.14 SOUTH & 0.35 EAST IP �,/
0 PROPERTY LINE r 6`PVC� �/_ / // bo/T -R.L- ROOF LEADER
/ RI P AREA / hN c RVATI N F, &M rqf /AREA 81.6 01.74 S - SANITARY LATERAL
/~
S E`1 vOR �P THE T Wr! aF - W - WATER LATERAL
EN00� `ate H WINDSOR /
AREA
P / ` =
1.17t AC./ - F -FOUNDATION DRAIN
EXISTING CONTOUR
lop �` -E T27- PROPOSED CONTOUR
X61.95 EXISTING SPOT GRADE
X61.95 PROPOSED SPOT GRADE
/ / \ ~ SURFACE DRAINAGE FLOW DIRECTION
X80.39 t y EXISTING TREELINE
/ . � 7f3,77 ` N/ PROPOSED TREELINE
' ` + RAYMOND L & - - EXISTING PROPERTY LINE
/ x80.48 + CLARA . HAWKES - - EASEMENT BOUNDARY
` ♦` x80.., •75 ' _ _ _ REGULATED AREA
INLAND WETLANDS
��\ ♦ ` xs .
5" THICK 4000 /1 CONCRETE SLAB
SEE PLAN FOR DIMENSIONS
o ° 0 0
°o°. `\ °C+° o
9" THICK
PROCESSED STONE
CONCRETE PAD DETAIL
N.T.S.
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
LAWRENCE R. GEISSLER, JR., L.S.
\ N/F
DAViD BURNETT
/O
N
N/F
DAVfD BURNETT
COMPACTED SUBGRADE
SURREY NOTES.•
1. THIS SURVEY AND MAP HA RE BEEN PREPARED /N ACCORDANCE WITH SE'C710NS
20-300B-1 THRU 20-3008-20' OF THE REGULATIONS OF CONNE077CUT STATE
AGENCIES -'STANDARDS FOR SURREYS AND MAPS IN THE STATE OF CONNECTICUT"
PREPARED AND ADOPTED BY THE CONNEC77CUT ASSOCIA77ON OF LAND SURVEYORS
INC. SEPTEMBER 26, 1996.
-HORIZONTAL ACCURACY MEE'7S• CLASS A-2 AND VERTICAL ACCURACY MEETS CLASS
T-2.
-TYPE OF SURVEY IS A RESURVEY AND IS INTENDED TO DEPICT THE LOCA77ON OF
PROPERTY LINES WITH RESPECT TO PROPOSED IMPROVEMENTS.
GRAPHIC SCALE
40 0 20 40 so
IN FEET
12327 1 inch = 40 ft.
LIC. No.
Tel. 860.291 • 8755
Fax 860.291.8757
civil engineers • planners • surveyors
landscape architects • gis • gps
165 South Satellite Road, South Windsor, Connecticut 06074
rd
TOPOGhAPHjIC PLANT
DESIGN: KM/ I DRAWN.- KMl CHECKED.- GBS
Jog No.: 1650 IDATE1131106
DRAW/NG NO.: JOBS11650/1650-3. DWG
4" TOPSOIL AND SEED
\\I// \1
O 0 b.....................Q...0.....r� ... FILTER FABRIC
b. aa.....�...........Q....o..
MIRAFT 140S OR EQUAL
(IF REQUIRED - SEE PLANS)
WIDTH OF GRAVEL DRIVE TO BE 8' ROLLED GRAVEL
AS SPECIFIED ON PLANS.
GRAVEL DRIVE DETAIL
NOT TO SCALE
DEPENDENT RESURVEY PREPARED FOR:
,A1i,ZeJ&M'r Welding Dftbion of
DynSMic 1VAWI" C0rP0 l fJ0J1
203 SULLIVAN AVENUE
E
SOUTH H \1\T 11MSOR9 11i0NMIC 11 UC lSJ 11
SHEET
3,
9AO�NOT
HFAVILYRUNE�AT PANTIG. PONLY tO55EI�CO-oL
xADMAY BE PRUNED• DO NOT REMWE
THE TETt1AIHIALS OF LViCtIES THAT
EXTEND TO THE EocE OF THE cRD+At1
KAW TREES °ra LANDSCAPE AaPROVAL
THE ARGIVIECT
SEE STMNG DETAIL.
WRAP TREE TRIRlKS ONLY IA�ON THE J
J,PPRovM. of TIE LANDscAPE ARa1DBCL j
MARK THEE NORTH SIDE OF THE TREE -
gIETFMrORT}I AM iff EVER
piADE q2!- 9 In- ��--
200 MM (e NJ
'iii i
50 MM &2 qi) MULCH. DD k0 PUDE ,;,,,
MUI,H �tzE�+iA{CT�IWLLH TREE
AnANIN
1Qk,.W OF ONE YEARµ �
NOTE FOR DIMENSIONS OF
AMENQMENTTSS O>'i SEAS OIL REPLACEILM€NT,
SEE SOIL IMPROVEMENT DETAILS.
3" HIGH EARTH SAUCER (TYP.)
3" STONE MULCH TO MATCH EXISTING
REMOVE BURLAP AND TIES
FROM TOP 1/3 BALL
1" STONE MULCH TO MATCH EXISTING
GROUND COVER BEDS
COMPACTED SUBGRADE (TYP.)
PLANTING SOIL MIXTURE (TYP.)
VARIES
3
• 6" LC ' M & SEED
+ 12"
SHRUB PLANTING DETAIL FOUNDATION PLANTINGS: GRASS SWALE DETAIL
NOT TO SCALE 51-'HAPPY RETURNS' DAYLILIES, 1 QT./CONT. not to scale
4veAff
i , � � ;;' �'�'pppp�py �7p12-'LITTLE BUNNY' FOUNTAIN GRASS, 1 GAL./CONT.
' &M H1ALF OF ROOT�L?a4ll. 1y SNET #844!� tL 37- MONTGOMERY' BLUE SPRUCE, 24 HT., CONT.
p �pp�
DR 'rM1PED SO&K, ON LRSc WED ♦ j D
"- BASE Fli1NF00T PRESSU� \� g // \ ` ♦ ♦ ��
50 THAT ROOT BALL DOES NOT SHIFT. ♦ W
1. NO MULCH NmaN r OF TREE.
TREE PLANTING DETAIL
NOT TO SCALE
NDTE: THIS DEML ASS = THAT THE PLAITING SPACE IS LARGER THAN 2400 MM (C Fr)
SWJF4 OPEN TO THE SKY, AND WT COVERED BY MY PAVING OR ORATM
ANANGLE POSTS 1• SET POSTS AND
5• GLE O EXCAVATE A 6"xG" TRENCH
FOR STABIUTY POST UPSLOPE FROM POSTS. SILT
AND SELF- FENCING
CLEANING.
3. ACH FILTER FABRIC TO
FFILTER ABRIC "� {t� H INTOTHEDE AND EXTEND
TRENCH
2. STAPLE THE SILT
FENCING TO THE
END OF THE POST
COMPANY c v .�
SIGN //� ` ♦ SNET �/846
R=15.00 � � ` � � ` � ♦ � �
STREET t-_7 / ��. \ 5-FLOWERING PEARS (50' O.C.)
SIGN \ // r" - , �\ \ 3 CALIPER/B&B
♦ '1 1 ; � RR XING \
OP MAPLE � � � � D
10' TEMPORARY GRADING RIGHTS d ;�' �\ c = = 2�'%J� �� �� �j84 \ '� 1--'OCTOBER GLORY' RED MAPLE
IN FAVOR OF THE TOWN OF / . �. , $x ` MAPLE/ ♦ ♦ `� w 3" CALIPER B&B
INSTALLATION IN ADJACENT
SIDEWALKH WINDSOR FOR ~ t \ / ` \ /
PATMA ROAD RIGHT OF WAY / / \ ,`' "�.` G // ' PROP.-AG,ESQ \ GROUND COVER:
EASEMENT
IN FAVOR OF `` \ u ";- Wf)P17f)MAI .II IAIID9*1?C 7d CDDn /1-nKIT
�/ t / / • �� i '!f�% HE TOWN �-� ` \ v ,vi"w,�r« w,�n �..,�.i, �c r .�, 1w/ vvl9 1.
"�'°R AN"'TRA '"G APLE PAD DETAIL) \ 13- 'VARIAGATA' LILY TURF, 2YR./ CONT.
� � � �,/ / / / `� ` � \ ♦ ` = \
NET
5024 : //� L EXIST
SNE
PROPOSED ♦ .L _ \
4. BACKFILL THE / / / / / `\ / , / SILi FENCING h
TRENCH AND COMPACT / A` _ _
T \
THE EXCAVATED SOIL I
y
GAS ` . " - 230 \ ` ♦ ♦ ` ` ` \
SERVICE PROPOSED �•
HAYBALES
SEE DETAIL) ♦ \ 40 W
MAPLE
SET ND DISTURBANCE SIGN
` \ / R �4i J / C RREN WETLANDS DELINEATION (NOV.26,2005) 3/4" IRON PIN ` 6
= 4620 f (0.106 AC 1 t I
AlET= PROPOSED 1 /
/ WETLANDS ORATION BUILDING
t , PJ20PbSED F 04 WF-19 / PROPOSED d• /
ITWATION O Nn WF- o OVERHEAD
PROP. 1 PERMITTED ( Sm D9DR 1iBmft 3-WHITE FIR
'��/ �N J `� ` %v ON
' C.P 1 SHEET 2; NOTE,#15) dA I�: `k 6 HT./B&B
a o / �. 3-BLUE SPRUCE LEGEND
L- '
vim' '�1/
/ •,� \ / ���� 2WF�� '� 6
, HT./B&B
-17 ,� / • EXISTING IRON PIN
/ �` - �� o`" 20� �'F ' ' • EXISTING MONUMENT
EXISTING UTILITY POLE
1 ° 1 S'VF-1 / ��
2s / , � PROPOSED UTILITY POLE
LAWN = = EXISTING CATCH BASIN AND PIPE
PROPOSED CATCH BASIN AND PIPE
1 / L,Q� 11/ = s =
SNET s WF � �Yi� I s � EXISTING SANITARY MANHOLE AND PIPE
5174 / ; 6 4 �2 7 EXISTING WATER MAIN AND HYDRANT
0.14 SOUTH & 0.35 EAST IP-
0 PROPERTY LINE / - 6- �I / C. , / WF-14 _
/ RI P AREA / ��a • I voAR 9P THEET r�rf/ARtA ROOF
SANITARY LEADER
LATERAL
SCREENOD _�...� g H WINDSOR 1 -- S - WATER LATERAL
WF- 1 ` AREA = 1.17t AC.
-36 I
-28 - F ---- FOUNDATION DRAIN
/ W4 1 ` ` ` �8� ` -38 -35 WF-1 EXISTING CONTOUR
/W7 --- PROPOSED CONTOUR
3-5is• / t/ %' - �� X61.95 EXISTING SPOT GRADE
/ 1� 0 ! X61.95 PROPOSED SPOT GRADE
/-39 ' 4 WF- SURFACE DRAINAGE FLOW DIRECTION
EXISTING TREELINE
RAYMOND L & PROPOSED TREELINE
! q�D 2zANo W8�`" / wF- 1 CLARA HAWKES
-3o ._�
` L t - - - EXISTING PROPERTY LINE
-10 - EASEMENT BOUNDARY
-32
REGULATED AREA
� " • •
W9 WF-3 A INLAND WETLANDS
WF-9 --------y SILT FENCE/CONSTRUCTION LIMIT
`\�♦ WF-8 /^ - - SOILS
0
_ hh
3. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. not to scale N/F \�,\ -� `" SOIL LEGEND
DAVID BURNETT
4. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. / > WdA WALPOLE (SANDY LOAM) WETLAND SOILS
5. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES ` // NnA NINNIGRIT (SANDY LOAM) UPLAND SOILS
SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY -6
PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN /
AGENCY. iv CAST IRON HANDLE Q�j
6. ANTI -TRACKING APRON SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED N/F
TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE FOR SWEEPING EXISTING ROADS AS TTLI �.-- g•5" nD BIIRNETT
REQUIRED. ¢ loll MITIGATION PLANTS (FOR PROPOSED ON -SITE MITIGATION AREA)
7. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD SHIP MULCH SCIENTIFIC NAME COMMON NAME
OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE.
B "`I 5"
ALISMA PLANTAGO-AQUATICA WATER PLANTAIN
8. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY :-.0MULCH AND TEMPORARY --i 6.5"
SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDFD APPLICATION RATES: ACORUS CALAMUS SWEETFLAG
CAREX STRICTA TUSSOCK SEDGE
MULCH: RATE:
HAY OR STRAW 90# / 1000 S.F.
TEMPORARY SEEDING: RATE:
PERENNIAL RYEGRASS 1,0# / 1000 S.F.
9. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION.
BACKFILL
CONSTRUCTION OF SYNTHETIC FILTER BARRIER
APPLICATION OF GRADE
V-7 3/8=
PVMT_ CROSS_
-SLOPE
w m T-
U
W S N
coNo �
Z Z 0
WU
�S:jZ
w3
SEDIMENTATION AND EROSION CONTROL NARRATIVE
1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED --� 8"
IN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY {-- 4'-4"
THE CONNEC11CUT COUNCIL FOR SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE
PERMANENT VEGETATION IS ESTABLISHED. SECTION B-B
LANDScAt1_= NOTE-5:
1. ALL AREAS DESIGNATED AND ALL AREAS DISTURBED NOT RECEIVING A SPECIFIC
SURFACING, SHALL BE SEEDED AND SHALL RECEIVE FOUR (4) INCHES OF TOPSOIL, SOIL
AMENDMENTS, MULCH, WATER AND MAINTAINANCE OF LAWN AREA UNTIL DISTURBED
AREAS ARE STABILIZED AND LAWN ESTABLISHED. TOPSOIL SHALL BE LOAMY FRIABLE
SOILS FREE OF SUBSOILS & ROCKS GREATER THAN 3/4" AND OTHER DELETERIOUS
SUBSTANCES, pH OF TOPSOIL SHALL BE BETWEEN 5.5 & 6.5.
2. LAWN GRASS SEED MIXTURE
A. SEEDING MIXTURE TYPE 1 (LAWN AREA):
BLUEGRASS BLEND (3 VARIETIES) 50% OF MIXTURE
CHEWINGS RED FESCUE 30% OF MIXTURE
PERENNIAL RYEGRASS 20% OF MIXTURE
APPLICATION RATE: 4.50 LBS PER 1000 S.F.WITH WOOD HYDRO -MULCH @ 1200 LBS.
PER ACRE.
B. TEMPORARY VEGETATIVE COVER
SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1
PERENNIAL RYEGRASS 100%
APPLY ONE POUND PER 1,000 SO. FT. WITH WOOD HYDRO -MULCH AT 1200 LBS. PER
ACRE.
3. ALL TREES AND SHRUBS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK,
ANSI Z60.1-2004 BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. ALL TREES
SHAI I HAVF A ('ENTPAI I FAr1FP Al I TRFF4 •-.i-IAI I RF F'RFSI-ll Y TN I(; WITHIN 3f1 I>AYC
OF DELIVERY TO THE PROJECT SITE.
4. PLANTING SEASONS: SPRING - MARCH 15 TO JUNE 10
FALL - SEPTEMBER 15 TO NOVEMBER 15
5. PLANTING SEASON VARIANCE: IF SPECIAL CONDITIONS EXIST TO REQUIRE PLANTING
OUTSIDE THE ABOVE SPECIFIED DATES, THE CONTRACTOR SHALL SUBMIT IN WRITING FOR
PERMISSION BY THE OWNER'S REPRESENTATIVE. ANY VARIANCE IN THE PLANTING
SEASON WILL NOT AFFECT THE ONE YEAR GUARANTEE PERIOD.
6. SUBSTI'IUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY
THE OWNER.
7. PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL PLANTING BEDS.
8. SOIL AMENDMENTS:
A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL
STANDARDS AND CONTAIN A MAXIMUM OF 60% OXIDE. (I.E., CALCIUM OXIDE
PI US IVIA(,NESIIIM nYIDE),
B. FERTILIZER SHALL BE OF A FORMULA INDICATED BY THE SOIL TESTING TO
ACHIEVE A MINIMUM OF ONE POUND OF NITROGEN PER 1000 S.F. OF LAWN
AREA. FERTILIZER SHALL BE A MINIMUM OF 50% ORGANIC SLOW -RELEASE
COMPOSITION.
C. M ROOT BY NOVOZYMES BIOLOGICALS, INC. (800-342-6173. PLACE MYCORRHIZAL
FUNGI AND SUPPLEMENTS PER MANUFACTURER'S RECOMMENDATIONS FOR METHOD
AND APPLICATION RATE FOR EACH TREE AND SHRUB.
9. DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED BY THE DEVELOPER DURING THE
FOLLOWING PLANTING SEASON OF THE FIRST YEAR WARRANTY. WARRANTY BEGINS WITH
THE COMPLETION OF BULL,-,i4G ADDITION AND C.O.
10. EXISTING FOUNDATION PLANTINGS SHALL BE REMOVED & REPLACED WITH NEW PLANTS
AS NOTED. MAINTENANCE AND OPERATION
THE FOLLOWING MAINTENANCE OPERATIONS WILL BE REQUIRED TO ENSURE THE
PROPER AND EFFICIENT OPERATION OF THE STORM WATER DETENTION BASIN SYSTEM.
THE FOLLOWING MAINTENANCE SCHEDULE IS INTENDED TO BE A MINIMUM GUIDE, AND
ADDITIONAL INSPECTIONS AND MAINTENANCE MEASURES MAY BE REQUIRED FOLLOWING
LARGE STORM EVENTS THAT COULD CAUSE THE DEPOSITION OF EXCESS DEBRIS IN
THE SYSTEM.
CATCH BASINS: THE CATCH BASINS SHALL BE INSPECTED AT A MINIMUM BI-ANNUALLY.
THE SUMPS SHALL BE CLEANED WHEN THE DEPTH OF MATERIAL WITHIN THE SUMPS
REAf-HES 1'.
PAVEMENT SWEEPING: THE PARKING LOT SHALL BE SWEPT AT A MINIMUM OF ONCE
PER YEAR, IN THE SPRING BETWEEN APRIL 1 AND MAY 1.
VEGETATED DRAINAGE SWALE TO BE MAINTAINED REGULARLY BY MOWING
AND TO REMOVE DEBRIS AND/OR WOODY GROWTH WHICH MAY IMPEDE
THE ABILITY OF THE SWALE TO DISCHARGE SURFACE RUNOFF.
BITUMINOUS CURB
N.T.S.
NOTES:
1. ALL EXTERIOR WALLS OF CATCH
BASIN WILL BE FACED, PAINTED
AND GROUTED WITH CEMENT.
2. LADDER RUNGS SHALL BE PRO-
VIDED IN CATCH BASIN WHERE
HEIGHT OF STRUCTURE EXCEEDS
8 FEET.
3. IN SANDY SOILS APPLY DAMP -
PROOFING ON ALL FOUR WALLS.
4. RED BRICK NOT TO BE USED.
5. WHERE PRECAST CONCRETE UNIT
IS USED FOR SUMP THE TOP OF
THE UNIT SHALL BE AT LEAST
6" BELOW THE BOTTOM OF THE
PIPE OUTLET FROM THE CATCH
BASIN.
6. WHERE MASONARY CONCRETE UNITS
ARE USED CORBELLING WILL BE
PERMITTED. MAX. CORBEL TO BE 3".
NO PROJECTION SHALL EXTEND IN-
SIDE OF LIMITS.
7. ADJUST FRAME ELEVATION
WITH BRICKS 6" TO 12"
8. PROVIDE MINIMUM 2'-0" OF
COVER OVER PIPE AT BELLS
9. PROVIDE 6" OF 3/4" TRAPROCK
UNDER EACH STRUCTURE AT BASE.
1'-1 5/8"-
� BRICK LEVELERS
o a 3-5,
j o
'"• Z
r-- 4'-8 3/4" --1
-1•
00
_T
CLASS 'C' CONC. 7OR PRECAST CONIC.
BLOCK
CLASS 'C' CONC. L�� 4'-0'
5'-4'
SECTION A -A
2. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2 x 2 x 36"
WOODEN STAKES PER BALE. TYPE 'C' CATCH BASIN
ELEOCHARIS PALUSTRIS SPIKE RUSH
EUPATORIUM PERFOLIATUM BONESET
IRIS VERSICOLOR BLUE FLAG IRIS
JUNCUS CANADENSIS CANADA RUSH
POA PALUSTRIS FOWL BLUEGRASS
SCIRPUS ATROVIRENS DARK GREEN BULRUSH
10. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. SCIRPUS CYPERIMUS WOOLGRASS
11. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND. CATCH BASIN TRAP NOTES: 1. PLANTS TO BE ESTABLISHED AT 3-FOOT ON -CENTER SPACING.
600 TOTAL PLANTS SIXTY PLANTS OF EACH SPECIES TO BE PLANTED
12. CONTRACTOR SHALL INSTALL SOD WHERE REQUIRED TO STABILIZE BASE OF SWALES ON SITE. not to scale 2. ( )
3. SPECIES SELECTION DEPENDENT UPON AVAILABILITY.
4. WETMIX TO BE SEEDED AT A RATE OF 1 LB/2500 SF.
5. WETMIX AND PLANTS AVAILABLE FROM NEW ENGLAND WETLAND PLANTS (413-256-1752)
6. EXCAVATE MITIGATION AREA TO ALLOW FOR FINISH GRADE= 80.4t.
o I1 11
z
fO
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
REVISIONS
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
2
3-16-06
ADD ON -SITE MITIGATION AREA
KMI
CONSTRUCTION.
1
3/9/6
GENERAL REV. PER TOWN COMMENTS
JAU
3, THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO.
DATE
DESCRIPTION
BY
A
B
PIPE SIZE
WT. LBS.
SETTING METHOD
16"
12"
TO 6"
70lb
2 HOOKS
18"
12"
8"
75 lb
2 HOOKS
20"
12"
loll
85 lb
2 HOOKS
22"
16"
12"
100 lb
2 HOOKS
25"
1 "
15"
135 lb
1 2 HOOKS
28"
20"
1 18"
1 155 lb
1 2 HOOKS
GRAPHIC SCALE
40 0 20 40 6o
( IN TWEET )
1 inch = 40 ft
Tel. 860.291 • 8755
Fax 860.291 • 8757
r�J ro1�
Aj
civil engineers • planners surveyors
landscape architects • gis • gps
165 South Satellite Road, South Windsor, Connecticut 06074
:T D.O.T. 2" STONE TO BE PLACED
2 FILTER FABRIC MATERIAL
SEDIMENT AND EROSION FLOW -�
:T FOR PAVEMENT WIDTHS
EDGE OF PAVEMENT
THRU STREET
ANTI -TRACKING APRON
N.T.S.
rEmnau90H CoNOMoL
9 e p no o e
DESIGN.• KM/ DRAWN. KM/ CHECKED: GBS
✓oa vol. 1650 DA TE• 1131106
DRAWNG NO.: ✓OBS1165011650-4.DWO
9 9 9 STORM SEWER STRUCTURE
g 1
9 FLOW
B g 9
( ANCHOR WITH TWO 2"x2'x3'
STAKES IN EACH BALE
DEPENDENT RESURVEY PREPARED FOR:
AMK Welding Division of
Dynmmic Materfib Corporation
203 SU 11e1. RVAAA AVJ.E lLJ
SOUTH WIINDSOP14 CONMICTU CN'II'
SHEET
4 1/
C uU nntnI # lkia
FLOOR FLAN
SOAL E: 3/32"= V
BAr/ I\ S I .V E `I<T- LL
SCALE: 3/32"= I'
.L_ L I I 1_. I Y .L/ Y \. /T \ .I_-
G/' A rr-. /fin".=I
METF;L SIDING PANELS
COLORED STANDING SEAM
METAL ROOFING PANELS
NEW BUILDING BEYOND
RAKE FASCIA
714
12
II
'- SPLIT-FAGI= G.M.U. NEW STOREFRONT ENTRANGE
WITH METAL ROOF
R ICHT ENDNA L
56ALE: 3/32"= I'
, ._.. METAL SIDING
EXISTING I ADDITION
i
EXISTI N6
GOLORED STANDIN6 SEAM
r A x /r— = A I- �I A Mf=T.A I M A A I= — 1 1— .
SAVE FA5GIA
METAL SIDIN6 PANIELS
I I \ �'/ I Y I `/ 1 L/ L-- Y T / \ I_ I ✓1 LI I—[ rtlJt— v.l I.v.
SCALE: 3/32"= I'
METAL ROOFING PANELS
=lull Il 7
II 0 o = II
GOLORED STANDING SEAM
M=-rA I CJ/'1/1CIAIr D A KICI G
EXISTING
THIS DRAWING IS THE PROPERTY OF
PELLETIER BUILDERS INC. THE USE,
RE —USE OR Rcr-RODUCTION OF THIS
DRAWING FOR ANY PURPOSE
WHATSOEVER WITHOUT AN
EXPRESSED WRITTEN AGREEMENT
BETWEEN PELLETIER BUILDERS, INC.
IS PROHIBITED. RIGHTS TO USE THE
NFORMA110N ON THIS SHEET ARE
NOT TRANSFERRED UNTIL_ PAYMENT
HAS BEEN RECEIVED FOR SERVICES
RENDERED. ANY RIGHTS SO GRANTED
ARE NON—TRANSFERREABLE TO
OTHER PARTIES WITHOUT THE PRIOR
WRITTEN CONSENT OF PELLETIER
BUILDERS, INC.
€s 1998 PELLETIER BUILDERS, INC.
REV15IONS:
REV-1 10-21-05
REV-2 1-12-06
REV-3 2-13-06
REV-4 3-14-06
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-105 NO.: xxxx
DPAAM BY: ED K05A
GK P BY:
DATE DRAM: q-22-05